Dumalon W.S. Ground Tank_Final

PROJECT TITLE:

LOCATION: ZAMBOANGA CITY

% OF TOTAL AMOUNT

I-ESTIMATED COST

A. DIRECT COST:

1. Mobilization/Demobilization 0.79% 189,813.85

2. Environmental Compliance and Permits 0.18% 43,600.00

2. Materials 58.29% 13,923,166.19

3. Labor (including fringe benefits) 13.47% 3,216,095.28

4. Equipment Expenses 8.00% 1,909,633.38

B. INDIRECT COST:

1. Overhead, Contingency, Miscellaneous 4.77% 1,138,883.07

2. Profit

3. Comprehensive All Risk In surance

4. Value Added Tax (12% od EDC, OCM & Profit)

5. Material Testing (7% of 1% of OCM)

SUB-TOTAL (CONTRACT COST)

II-ESTIMATED GOVERNMENT EXPENDITURES

1. Engineering & Administrative Overhead 2.50% 597,110.87

2. POW/Site Acquisition/Pre-Engineering

3. Materials to be Furnished by the Government

4. Materials Quality Control & Hydrology (MQCH)

5. Retention for RO & C.O.

SUB-TOTAL

III-CONTINGENCIES/RESERVED:

1. Physical (up tom 5% of the Estimated Contract Cost)

2. Price Escalation (up to 12% of the Estimated Contract Cost) 12.00% 2,866,132.18

3. Preliminary Engineering

TOTAL ESTIMATED PROJECT COST 23,884,434.81

Prepared & Designed By:

Approved By: Recommencding Project Implementation: Approved Project Implementation:

Officer-In-Charge

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

BREAKDOWN OF EXPENDITURES

Checked & Reviewed By:

EDITO M. BAUTISTA, JR.

MARLI P. ACOSTA- DE FIESTA

Officer-In-Charge

CONSTRUCTION/REHABILITATION/IMPROVEMENT OF DUMALON-ZAMBALES-BALUNO-CAPISAN-

MALAGUTAY-SAN ROQUE-CALARIAN-CAWIT-SINUNUC & MAASIN WATER SYSTEM PROJECT

Planning & Dev. Section

Engineering Department

Planning & Design Division

EFREN C. SALVACION ARNULFO A. ALFONSO

Officer-In-Charge OIC - Head, Technical Services Group

MARK BENEDICT C. REYES

Senior Engineer A (M.E.) - J.O.

FELIX FEDERICO N. MENDOZA III

Senior Engineer A (E.E.) - J.O.

General Manager A

LEONARDO REY D. VASQUEZ

PROJECT/LOCATION OF PROJECT: APPROPRIATE :

SOURCE OF FUND :

ISSUED OBLIGATED :

AUTHORITY RELEASED :

CALENDAR DAYS

PROJECT CATEGORY: TO COMPLETE :

Modular Ground Tank DESIRABLE STARTING DATE :

CONTRACT / / ADMINISTRATION / X /

PROJECT DESCRIPTION:

Construction of Modular Ground Tank at Brgy. Baluno & Sitio Bandera Brgy. Dulian

No. No. No.

4 4 2

4 2

1 4

2 4

4 4

4 4

4 2

2 2

4 16

TOTAL UNIT COST

SPL - 1 0.23% lot 43,600.00 43,600.00

SPL - 2 0.16% ln.m. 30,507.34 272.39

SPL - 3 0.20% units 37,003.00 18,501.50

SPL - 4 4.69% lot 884,424.00 442,212.00

ITEM 100(2)0.15% e.a. 28,100.69 1,756.29

SPL - 5 1.22% cu.m. 230,975.00 745.08

SPL - 6 0.12% cu.m. 22,644.37 352.22

SPL - 7 1.37% kgs. 257,568.83 45.80

SPL - 8 1.77% cu.m. 333,086.91 7,252.20

SPL - 9 0.37% sq.m. 69,850.83 886.21

SPL - 10 0.29% sq.m. 54,062.83 182.29

SPL - 11 0.97% lot 182,625.00 182,625.00

SPL - 12 0.62% sq.m. 116,657.12 307.69

SPL - 13 0.14% unit 26,700.60 26,700.60

SPL - 14 0.05% cu.m. 8,689.32 352.22

SPL - 15 0.47% kgs. 88,874.78 45.81

SPL - 16 0.58% cu.m. 108,970.10 7,382.80

SPL - 17 0.38% sq.m. 72,199.12 897.33

SPL - 18 0.20% sq.m. 36,848.43 182.71

SPL - 19 0.97% lot 182,685.00 182,685.00

SPL - 20 0.48% sq.m. 90,236.79 317.46

SPL - 21 0.14% unit 26,700.60 26,700.60SUPPLY & INSTALLATION OF PANAFLEX SIGNAGE 1.00 28,302.64

193.67

STRUCTURE EXCAVATION (BALUNO FENCE) 64.29 373.36

REINFORCING STEEL BAR, GRADE 33 (BALUNO FENCE) 5,624.12 48.54

45.93 7,687.33

MASONRY WORKS (BALUNO FENCE) 78.82 939.38

STRUCTURAL CONCRETE CLASS A (BALUNO FENCE)

SUPPLY & INSTALLATION OF PANAFLEX SIGNAGE

CONTRUCTION OF PERIMETER FENCE (BANDERA)

STRUCTURE EXCAVATION (BALUNO FENCE) 24.67 373.36

REINFORCING STEEL BAR, GRADE 33 (BALUNO FENCE) 1,940.10

CONSTRUCTION/REHABILITATION/IMPROVEMENT OF

DUMALON-ZAMBALES-BALUNO-CAPISAN-MALAGUTAY-SAN

ROQUE-CALARIAN-CAWIT-SINUNUC & MAASIN WATER

SYSTEM PROJECT

1.00 28,302.64

PAINTING WORKS (BALUNO FENCE)

PLASTERING WORKS (BALUNO FENCE) 296.57 193.23

STEEL WORKS (BALUNO FENCE) 1.00 193,582.50

379.14 326.15

One-Bagger Mixer Welding Machine Construction Foreman

Concrete Vibrator Pipefiter

Bar Bender

CONTRUCTION OF PERIMETER FENCE (BALUNO)




INDIVIDUAL PROGRAM OF WORK

5/10/2014

DATE

upon Approval

MINIMUM EQUIPMENT REQUIREMENT TECHNICAL PERSONNEL REQUIRED

Description Description Description Description

23,884,434.81

Painter

Power Saw Carpenter

Tamper Rammer Mason

Bar Cutter/Cut-Off Saw

Steelman

ESTIMATED COST OF PROPOSED PROJECTS

ITEM NO. DESCRIPTION % OF

TOTAL UNIT QTY.

DIRECT COST

ADJUSTED UNIT

Hauling Truck/Cargo Truck

Water Truck

Tile Cutter/Angular Grinder

Plumber

Welder

Laborers

201.68

INDIVIDUAL REMOVAL OF TRESS (small a, 150-300mm. Ø )

(BALUNO & BANDERA) 16.00 1,861.67

EMBANKMENT (BALUNO) 310.00 789.79

CONST. OF TEMPORARY FACILITY (BALUNO & BANDERA) 2.00 19,611.59

HAULING OF MATERIALS (BALUNO & BANDERA) 2.00 468,744.72

48.56

STRUCTURAL CONCRETE CLASS A (BALUNO FENCE) 14.76

80.46

7,825.77

951.17

PLASTERING WORKS (BALUNO FENCE)

MASONRY WORKS (BALUNO FENCE)

FEES & PERMITS (BALUNO & BANDERA) 1.00 43,600.00

CONSTRUCTION SAFETY & HEALTH PROGRAM (BALUNO &

BANDERA) 112.00 288.73

STEEL WORKS (BALUNO FENCE) 1.00 193,646.10

PAINTING WORKS (BALUNO FENCE) 284.25 336.51

Dumalon Ground Tank_Final

SPL - 22 0.00% cu.m. 563.56 352.22

SPL - 23 0.16% kgs. 30,209.32 45.78

SPL - 24 0.01% lot 1,988.88 1,988.88

SPL - 25 0.12% cu.m. 23,379.28 7,905.08

SPL - 26 0.08% sq.m. 15,041.05 858.02

SPL - 27 0.05% sq.m. 9,739.50 187.30

SPL - 28 0.01% sq.m. 2,526.72 1,180.71

SPL - 29 0.14% lot 26,656.00 26,656.00

SPL - 30 0.04% lot 8,421.10 8,421.10

SPL - 31 0.01% lot 1,600.00 1,600.00

SPL - 32 0.02% sq.m. 2,900.00 1,000.00

SPL - 33 0.22% sq.m. 41,856.10 353.85

SPL - 34 0.00% cu.m. 563.56 352.22

SPL - 35 0.16% kgs. 30,209.32 45.78

SPL - 36 0.01% lot 1,988.88 1,988.88

SPL - 37 0.12% cu.m. 23,379.28 7,905.08

SPL - 38 0.08% sq.m. 15,041.05 858.02

SPL - 39 0.05% sq.m. 9,739.50 187.30

SPL - 40 0.01% sq.m. 2,526.72 1,180.71

SPL - 41 0.14% lot 26,656.00 26,656.00

SPL - 42 0.04% lot 8,421.10 8,421.10

SPL - 43 0.01% lot 1,600.00 1,600.00

SPL - 44 0.02% sq.m. 2,900.00 1,000.00

SPL - 45 0.22% sq.m. 41,856.10 353.85

SPL - 46 0.01% cu.m. 1,010.88 352.22

SPL - 47 0.36% cu.m. 67,893.28 7,987.44

SPL - 48 0.23% kgs. 42,766.70 54.41

SPL - 49 0.17% lot 32,535.00 32,535.00

SPL - 50 0.20% lot 38,341.00 38,341.00

SPL - 51 0.32% sq.m. 60,046.36 862.74

SPL -52 0.13% sq.m. 25,430.28 182.69

SPL - 53 0.11% sq.m. 19,813.58 817.39

SPL - 54 0.06% lot 11,000.00 11,000.00

SPL - 55 0.09% sq.m. 17,015.00 3,357.34

SPL - 56 0.02% lot 3,700.00 3,700.00

SPL - 57 0.20% sq.m. 37,523.12 312.69

SPL - 58 0.27% cu.m. 51,209.15 9,361.82

SPL - 59 0.01% cu.m. 1,010.88 352.22

SPL - 60 0.36% cu.m. 67,893.28 7,987.44

SPL - 61 0.23% kgs. 42,766.70 54.41

SPL - 62 0.17% lot 32,535.00 32,535.00

SPL - 63 0.20% lot 38,341.00 38,341.00

SPL - 64 0.32% sq.m. 60,046.36 862.74

SPL - 65 0.13% sq.m. 25,430.28 182.69

SPL - 66 0.11% sq.m. 19,813.58 817.39

SPL - 67 0.06% lot 11,000.00 11,000.00

SPL - 68 0.09% sq.m. 17,015.00 3,357.34

1.00 11,660.00

5.07 3,558.78

1.00 3,922.00

120.00 PAINTING WORKS (BALUNO OPERATOR'S ROOM)

CONTRUCTION OF OPERATOR'S ROOM (BANDERA)

GLASS WORKS (BANDERA GUARD HOUSE) 1.00 1,696.00

TILE WORKS (BANDERA GUARD HOUSE) 2.14 1,251.55

CARPENTRY WORKS (BANDERA GUARD HOUSE) 1.00

CONTRUCTION OF GUARD HOUSE (BANDERA)

CONTRUCTION OF GUARD HOUSE (BALUNO)

17.53 909.50

PLASTERING WORKS (BANDERA GUARD HOUSE) 52.00 198.54

STRUCTURE EXCAVATION (BALUNO GUARD HOUSE)

REINFORCING STEEL BAR, GRADE 33 (BALUNO GUARD

HOUSE)

8,926.37

1,696.00

REINFORCING STEEL BAR, GRADE 33 (BANDERA GUARD

HOUSE) 659.83

TILE WORKS (BALUNO GUARD HOUSE) 2.14 1,251.55

CARPENTRY WORKS (BALUNO GUARD HOUSE) 1.00 28,255.36

375.08

STRUCTURE EXCAVATION (BANDERA GUARD HOUSE) 1.60 373.36

WATERPROOFING WORKS (BALUNO GUARD HOUSE) 2.90 1,060.00

118.29

5.47 9,923.53

1.60 373.36

659.83 48.53

909.50

48.53

373.36

8.50 8,466.69

785.95 57.68

34,487.10

1.00 40,641.46

69.60 914.50

139.20 193.65

24.24

1.00

PAINTING WORKS (BALUNO GUARD HOUSE)

STEEL WORKS (BALUNO GUARD HOUSE) 1.00

GLASS WORKS (BALUNO GUARD HOUSE) 1.00

PLASTERING WORKS (BALUNO GUARD HOUSE) 52.00 198.54

PLUMBING WORKS (BALUNO GUARD HOUSE) 1.00 2,108.21

STRUCTURAL CONCRETE CLASS A (BALUNO GUARD HOUSE) 2.96 8,379.39

MASONRY WORKS (BALUNO GUARD HOUSE) 17.53

2.87

2,108.21

28,255.36

STEEL WORKS (BANDERA GUARD HOUSE) 1.00 8,926.37

STRUCTURAL CONCRETE CLASS A (BANDERA GUARD HOUSE) 2.96 8,379.39

MASONRY WORKS (BANDERA GUARD HOUSE)

866.44

PAINTING WORKS (BANDERA GUARD HOUSE) 118.29 375.08

785.95 57.68

1.00 11,660.00

5.07 3,558.78

STEEL WORKS (BALUNO OPERATOR'S ROOM)

GLASS WORKS (BALUNO OPERATOR'S ROOM)

1.00

40,641.46

69.60 914.50

139.20 193.65

24.24 866.44

MASONRY WORKS (BANDERA OPERATOR'S ROOM)

CARPENTRY WORKS (BANDERA OPERATOR'S ROOM)

PLASTERING WORKS (BANDERA OPERATOR'S ROOM)

TILE WORKS (BANDERA OPERATOR'S ROOM)

WATERPROOFING WORKS (BANDERA OPERATOR'S ROOM)

STEEL WORKS (BANDERA OPERATOR'S ROOM)

WATERPROOFING WORKS (BANDERA GUARD HOUSE)

STRUCTURE EXCAVATION (BALUNO OPERATOR'S ROOM)

TILE WORKS (BALUNO OPERATOR'S ROOM)

WATERPROOFING WORKS (BALUNO OPERATOR'S ROOM)

STRUCTURE EXCAVATION (BANDERA OPERATOR'S ROOM)

STRUCTURAL CONCRETE CLASS A (BANDERA OPERATOR'S

ROOM)

REINFORCING STEEL BAR, GRADE 33 (BANDERA OPERATOR'S

ROOM)

PLUMBING WORKS (BANDERA OPERATOR'S ROOM)

STRUCTURAL CONCRETE CLASS A (BALUNO OPERATOR'S

ROOM)

REINFORCING STEEL BAR, GRADE 33 (BALUNO OPERATOR'S

ROOM)

CONTRUCTION OF OPERATOR'S ROOM (BALUNO)

PLUMBING WORKS (BALUNO OPERATOR'S ROOM)

CARPENTRY WORKS (BALUNO OPERATOR'S ROOM)

MASONRY WORKS (BALUNO OPERATOR'S ROOM)

PLASTERING WORKS (BALUNO OPERATOR'S ROOM)

2.90

PLUMBING WORKS (BANDERA GUARD HOUSE) 1.00

1,060.00

CONST. OF WATERPROOF SEPTIC VAULT (BALUNO

OPERATOR'S ROOM)

331.45

2.87 373.36

8.50 8,466.69

34,487.10

1.00


SPL - 69 0.02% lot 3,700.00 3,700.00

SPL - 70 0.20% sq.m. 37,523.12 312.69

SPL - 71 0.27% cu.m. 51,209.15 9,361.82

ITEM 505(5) 0.82% cu.m. 154,525.07 3,278.00

SPL - 72 1.97% lot 371,332.00 371,332.00

SPL - 73 2.16% lot 406,480.00 406,480.00

SPL - 74 58.32% lot 11,000,000.00 5,500,000.00

SPL - 75 1.31% lots 246,851.80 123,425.90

SPL - 76 1.35% units 254,995.06 254,995.06

SPL - 77 2.23% units 420,594.06 420,594.06

SPL - 78 7.25% units 1,367,972.09 341,993.02

SPL - 79 0.95% cu.m. 179,740.37 6,442.31

SPL - 80 0.77% sq.m. 144,870.00 561.51

SPL - 81 0.19% lot 36,545.00 36,545.00

SPL - 82 0.19% ln.m. 35,805.00 51.15

SPL - 83 0.17% lot 31,236.00 31,236.00

SPL - 84 0.17% lot 31,725.00 31,725.00

SPL - 85 0.19% lot 36,545.00 36,545.00

SPL - 86 0.17% lot 31,236.00 31,236.00

SPL - 87 0.17% lot 31,725.00 31,725.00

100.00%

Checked & Reviewed By:

Recommencding Project Implementation: Approved Project Implementation:

1.00

33,110.16

SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE,

SIGNAGE & PERIMETER LIGHTINGS 33,628.50

38,737.70

54.22

33,110.16

33,628.50

38,737.70

SUPPLY, STRINGING & LAY-OUTING OF APPROX. 700 L.M. 1Ø

LINE W/ 6 UNITS PEDESTAL AND ACCS:

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR

OPERATOR'S ROOM

SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE,

SIGNAGE & PERIMETER LIGHTINGS

SUPPLY, TESTING & INSTALLATION OF KW-HR METER,

RACEWAY AND ACCESSORIES

CONSTRUCTION OF SEPTIC VAULT (BANDERA OPERATOR'S

ROOM)

1.00

Approved By:


TOTAL 18,861,519.85Php

Prepared By:

CONSTRUTION OF DRIVEWAY (BALUNO & BANDERA) 27.90 6,828.85

PIPELINE & APPURTENANCES (BALUNO) 1.00 393,611.92

362,512.60


PIPELINE & APPURTENANCES (BANDERA) 1.00 430,868.80

1.00 3,922.00

GROUTED RIPRAP (CLASS A) (BALUNO)

120.00 331.45

47.14 3,474.68

5.47 9,923.53

GLASS WORKS (BANDERA OPERATOR'S ROOM)

PAINTING WORKS (BANDERA OPERATOR'S ROOM)

Planning & Development Section


SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VALVE &

CONST. OF CONC. VALVE BOX (BALUNO)

SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VALVE &

CONST. OF CONC. VALVE BOX (BANDERA)

SUPPLY, CONST. & INST. OF 100MMØ FLOWMETER W/ CONC.

VALVE BOX (FOR BALUNO & BANDERA)

SUPPLY/CONST./TESTING/DISINFECT./COMM. OF 300 CU.M.

MODULAR TANK (FOR BALUNO & BANDERA)

SUPPLY & INST. OF 40GPD HYPOCHLORINATOR (BANDERA &

BALUNO) 2.00

1.00

4.00

258.00


130,831.45

270,294.76

595.20

EDITO M. BAUTISTA, JR.

2.00 5,830,000.00

Officer-In-Charge

445,829.70

SUPPLY, TESTING & INST. OF KW-HR METER, RACEWAY AND

ACCS. 1.00

700.00

1.00

1.00

1.00

LANDSCAPING WORKS (BALUNO & BANDERA)

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR

OPERATOR'S ROOM 1.00

Officer-In-Charge

Senior Engineer A (M.E.) - J.O.

FELIX FEDERICO N. MENDOZA III

Senior Engineer A (E.E.) - J.O.

ARNULFO A. ALFONSO

Head, Technical Services Group

EFREN C. SALVACIOIN

Officer-In-Charge

Engineering Department

General Manager A


No.

28,302.64

193.67

373.36

48.54

7,687.33

939.38

CONTRUCTION OF PERIMETER FENCE (BANDERA)

373.36

28,302.64

193.23

193,582.50

326.15

CONTRUCTION OF PERIMETER FENCE (BALUNO)




INDIVIDUAL PROGRAM OF WORK

TECHNICAL PERSONNEL REQUIRED

ESTIMATED COST OF PROPOSED PROJECTS

ADJUSTED UNIT

1,861.67

789.79

19,611.59

468,744.72

48.56

7,825.77

951.17

43,600.00

288.73

193,646.10

336.51


11,660.00

3,558.78

3,922.00

CONTRUCTION OF OPERATOR'S ROOM (BANDERA)

1,696.00

1,251.55

CONTRUCTION OF GUARD HOUSE (BANDERA)

CONTRUCTION OF GUARD HOUSE (BALUNO)

909.50

198.54

8,926.37

1,696.00

1,251.55

28,255.36

375.08

373.36

1,060.00

9,923.53

373.36

48.53

909.50

48.53

373.36

8,466.69

57.68

34,487.10

40,641.46

914.50

193.65

198.54

2,108.21

8,379.39

2,108.21

28,255.36

8,926.37

8,379.39

866.44

375.08

57.68

11,660.00

3,558.78

40,641.46

914.50

193.65

866.44

CONTRUCTION OF OPERATOR'S ROOM (BALUNO)

1,060.00

331.45

373.36

8,466.69

34,487.10


33,110.16

33,628.50

38,737.70

54.22

33,110.16

33,628.50

38,737.70


6,828.85

393,611.92

362,512.60


430,868.80

3,922.00

331.45

3,474.68

9,923.53


130,831.45

270,294.76

595.20

5,830,000.00

Officer-In-Charge

445,829.70

General Manager A


PROJECT NAME:

Item No./Description: FEES & PERMITS (BALUNO & BANDERA)

Unit of Measurement:

Output per day:

Quantity:

A. Labor

N/A

P

B. Equipment

N/A

P

C.

D. Output per hour = lot

E. Fees

a. Building Permit

b. ECC Requirement

b.1. Processing Fee

b.2. Support Fund

c. Electrical Permit

P

F. Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous 0% per D.O. 29 s 2011

H. Contractor's Profit (CP) 0% per D.O. 29 s 2011

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011

J. Total Cost

k. Total Unit Cost

DETAILED UNIT PRICE ANALYSIS



SPL - 1

lot

1.00 lot

Designation No. Person No. of Days Daily Rate Amount

Sub-Total for A

Name and Capacity No. of Units No. of Days Daily Rate Amount

Total (A+B)

0.00

Name and Specifications Quantity Unit Unit Cost Amount

Sub-Total for B

1.00 lot 20,000.00 20,000.00

1.00 lot 4,000.00 4,000.00

1.00 lot 9,600.00 9,600.00

1.00 lot 10,000.00 10,000.00

43,600.00

43,600.00

Sub-Total for E 43,600.00

43,600.00

-

-

-

PROJECT NAME:

Item No./Description: CONSTRUCTION SAFETY & HEALTH PROGRAM (BALUNO & BANDERA)


Output per day: ln.m./day

Quantity:

A. Labor

a. Construction Foreman

b. Laborer

c. Skilled Worker

P

B. Equipment

N.A.

P

C.

D. Output per hour = ln.m./day

E. Materials

a. 1.20m x 2.40m Tarpaulin (Project Signage) including Layout

& Printing

b. 8-Feet (width) Sacoline

c. 2" x 3" x 10' Coco Lumber

d. 2" x 2" x 10' Coco Lumber

e. 1-1/2"" C.W. Nail

f. 3" C.W. Nail

g. 4" C.W. Nail

P





J. Total Cost

k. Total Unit Cost



SPL - 2

ln.m.

30.00

112.00 ln.m.

CONSTRUCTION/REHABILITATION/IMPROVEMENT OF DUMALON-ZAMBALES-BALUNO-CAPISAN-MALAGUTAY-SAN

ROQUE-CALARIAN-CAWIT-SINUNUC & MAASIN WATER SYSTEM PROJECT

2 3.73 366.00 2,732.80

1 3.73 873.52 3,261.14

4 3.73 317.00 4,733.87

Sub-Total for A 10,727.81


Sub-Total for B -

Total (A+B) 10,727.81

30.00


186.67 bd.ft. 20.00 3,733.33

2 units 1,200.00 2,400.00

117.00 ln.m. 51.00 5,967.00

2.00 kg. 55.00 110.00

3.00 kg. 53.00 159.00

367.36 bd.ft. 20.00 7,347.20

1.00 kg. 63.00 63.00

-

32,337.78

288.73


30,507.34

1,830.44

-

PROJECT NAME:

Item No./Description: CONST. OF TEMPORARY FACILITY (BALUNO & BANDERA)


Output per day: unit/day

Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.

D. Output per hour = unit/day

E. Materials

a. 2" x 4" x 10' Coco Lumber

b. 2" x 3" x 10' Coco Lumber


d. *12mm thk x 1.20m x 2.40m Ordinary Plywood

e. Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets

f. 2" C.W. Umbrella Roofing Nails

g. 2" C.W. Nail

h. 3" C.W. Nail

i. 4" C.W. Nail

* All sizes referred herein should mean commercially available

measurements tolerance of ±1 mm

P





J. Total Cost

k. Total Unit Cost




SPL - 3

unit

0.50

2.00 units

2 4.00 317.00 2,536.00


2 4.00 366.00 2,928.00



Sub-Total for B -

186.00 bd.ft. 20.00 3,720.00

100.00 bd.ft. 20.00 2,000.00

Total (A+B) 5,464.00

0.50


16.00 shts. 221.00 3,536.00

2.00 kgs. 65.00 130.00

134.00 bd.ft. 20.00 2,680.00

24.00 shts. 800.00 19,200.00

2.00 kgs. 53.00 106.00

1.00 kg. 57.00 57.00

2.00 kgs. 55.00 110.00


37,003.00

2,220.18

-

-

39,223.18

19,611.59

PROJECT NAME:

Item No./Description: HAULING OF MATERIALS (BALUNO & BANDERA)


Output per day: lot/day

Quantity:

A. Labor

a. Laborer

P

B. Equipment

a. Dump Truck/Hauling Truck

P

C.

D. Output per hour = lot/day

E. Materials

N.A.

P





J. Total Cost

k. Total Unit Cost

937,489.44

468,744.72

Sub-Total for E -

884,424.00

53,065.44

-

-

Total (A+B) 884,424.00

0.00


Sub-Total for B 775,376.00


2 43.00 9,016.00 775,376.00




CONSTRUCTION/REHABILITATION/IMPROVEMENT OF DUMALON-ZAMBALES-BALUNO-

CAPISAN-MALAGUTAY-SAN ROQUE-CALARIAN-CAWIT-SINUNUC & MAASIN WATER

SYSTEM PROJECTSPL - 4

lot

2.00 lots

8 43.00 317.00 109,048.00

PROJECT NAME:


Output per day: e.a./day

Quantity:

A. Labor


b. Skilled Worker

c. Laborer

P

B. Equipment

a. Backhoe (0.80 cu.m.)

b. Dump Truck (10cu.m.)

c. Chain Saw

Minor Tools (5% of Labor)

P

C.

D. Output per hour = e.a./day

E. Materials

a. Rope

P





J. Total Cost

k. Total Unit Cost

29,786.73

1,861.67


28,100.69

1,686.04

-

-

320 m. 3.50 1,120.00


Total (A+B) 26,980.69

8.00


1 1.00 600.00 600.00

155.65 155.65

1 1.00 12,296.00 12,296.00

1 1.00 10,816.00 10,816.00



1 2.00 317.00 634.00

1 2.00 873.52 1,747.04

1 2.00 366.00 732.00




CAPISAN-MALAGUTAY-SAN ROQUE-CALARIAN-CAWIT-SINUNUC & MAASIN WATER SYSTEM

PROJECT

ITEM 100(2)

e.a.

8.00

16.00 e.a.

INDIVIDUAL REMOVAL OF TRESS (small a, 150-300mm. Ø ) (BALUNO &

BANDERA)

Item No./Description:

PROJECT NAME:

Item No./Description: GROUTED RIPRAP (CLASS A) (BALUNO)


Output per day: cu.m./day

Quantity:

A. Labor


b. Skilled Worker

c. Laborer

P

B. Equipment

a. One-Bagger Mixer

b. Water Truck (1000 gal.)

Minor Tools (5% of Labor)

P

C.

D. Output per hour = cu.m./day

E. Materials

a. Portland Cement

b. Washed Sand

c. Gravel

d. Weep Holes (PVC)

e. Filter Cloth

f. Boulders (15-25 kg.)

P





J. Total Cost

k. Total Unit Cost

163,796.58

3,474.68


154,525.07

9,271.50

-

-

0.71 sq.m. 302.50 213.90

49.5 cu.m. 1,200.00 59,400.00

0.75 cu.m. 1,050.00 787.50

5.00 pcs. 477.00 2,385.00

141 bags 260.00 36,660.00

12.00 cu.m. 1,260.00 15,120.00


Total (A+B) 39,958.67

10.00


976.16

1 4.71 5,883.07

1 1.89 13,576.32

1,248.00

7,200.00

976.16



8 4.71 317.00 11,954.70

1 4.71 873.52 4,117.77

2 4.71 366.00 3,450.65




CAPISAN-MALAGUTAY-SAN ROQUE-CALARIAN-CAWIT-SINUNUC & MAASIN WATER SYSTEM

PROJECT

ITEM 505(5)

cu.m.

10.00

47.14 cu.m.

PROJECT NAME:

Item No./Description: STRUCTURE EXCAVATION (BALUNO FENCE)



Quantity:

A. Labor

a. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

N.A.

P





J. Total Cost

k. Total Unit Cost




SPL - 6

cu.m.

7.20

64.29 cu.m.


8 8.93 317.00 22,644.37



Sub-Total for B -

Total (A+B) 22,644.37

7.20


24,003.03

373.36

Sub-Total for E -

22,644.37

1,358.66

-

-

PROJECT NAME:

Item No./Description: REINFORCING STEEL BAR, GRADE 33 (BALUNO FENCE)


Output per day: kg./day

Quantity:

A. Labor


b. Steelman

c. Laborer

P

B. Equipment

a. Bar Bender

b. Bar Cutter

c. Cargo Truck (10T, 270 Hp)

P

C.

D. Output per hour = kg./day

E. Materials

a *16mmØ x 6.00m Def. Reinforcing Steel Bars

b. *12mmØ x 6.00m Def. Reinforcing Steel Bars

c. *10mmØ x 6.00m Def. Reinforcing Steel Bars

d. #16 G.I. Tie Wire

*All sizes referred herein should mean commercially avaiable measurements with tolerance of ± 1mm.

P





J. Total Cost

k. Total Unit Cost




SPL - 7

kgs.

1 3.91 873.52 3,411.66

1,440.00

5,624.12 kgs.

Designation No. Person No. of Days

2 3.91 366.00 2,858.93

8 3.91 317.00 9,904.71

Daily Rate Amount

1 1.95 300.00 585.85

1 1.95 300.00 585.85



1 0.59 8816.00 5,164.82

4,038.48 kgs. 40.50 163,558.44

1,148.10 kgs. 40.50 46,498.05


Total (A+B) 22,511.81

1,440.00



257,568.83

15,454.13

-

-

273,022.96

48.54

437.54 kgs. 40.50 17,720.53

112.00 kgs. 65.00 7,280.00

PROJECT NAME:

Item No./Description: STRUCTURAL CONCRETE CLASS A (BALUNO FENCE)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

Installation of Formworks

a. Skilled Worker

b. Laborer

P

B. Equipment

a. One Bagger Mixer (w/ Fuel)

b. Concrete Vibrator (w/ Fuel)

c. Water Truck (1000 gal.)

P

C.


E. Materials

a. *12mm Thk. X 1.20m x 2.40m Ordinary Plywood




e. 4" C.W. Nails

f. 3" C.W. Nails

g. 1-1/2" C.W. Nails

h. Portland Cement

i. Washed Sand

j. Gravel


P





J. Total Cost

k. Total Unit Cost

11.20

45.93 cu.m.





SPL - 8

cu.m.

4 4.10 366.00 6,003.59

8 4.10 317.00 10,399.66

Daily Rate Amount

1 4.10 873.52 3,582.14



2 16.40 366.00 12,007.18

4 16.40 317.00 20,799.33

1 0.41 8,520.00 3,493.89

1 4.10 1,376.00 5,642.72

1 4.10 972.00 3,985.99


Total (A+B) 65,914.51

11.20


900.00 bd.ft. 20.00 18,000.00

667.00 bd.ft. 20.00 13,340.00

55.00 shts. 800.00 44,000.00

733.00 bd.ft. 20.00 14,660.00

5.96 kgs. 65.00 387.40

414.00 bags 260.00 107,640.00

10.00 kgs. 65.00 650.00

7.00 kgs. 65.00 455.00


20.25 cu.m. 1,260.00 25,515.00

40.50 cu.m. 1,050.00 42,525.00

333,086.91

19,985.21

-

-

353,072.12

7,687.33

PROJECT NAME:

Item No./Description: MASONRY WORKS (BALUNO FENCE)


Output per day: sq.m./day

Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


b. Bar Cutter

P

C.

D. Output per hour = sq.m./day

E. Materials

a. Portland Cement

b. Washed Sand

c. 100mm thk Concrete Hollow Blocks (NLB)

d. 150mm thk Concrete Hollow Blocks (LB)

e. *10mmØ x 6.00m Def. Reinforcing Steel Bars

f. #16 G.I. Tie-wire


P





J. Total Cost

k. Total Unit Cost




SPL - 9

sq.m.

8.00

78.82 sq.m.


2 9.85 366.00 7,212.03


2 9.85 317.00 6,246.49

1 9.85 300.00 2,955.75


1 9.85 1,376.00 13,557.04

Total (A+B) 29,971.31

8.00



892.00 pcs. 14.00 12,488.00

122.00 pcs. 19.00 2,318.00

46.00 bags 260.00 11,960.00

3.50 cu.m. 1,260.00 4,410.00

208.48 kgs. 40.50 8,443.52

4.00 kgs. 65.00 260.00


69,850.83

4,191.05

-

-

74,041.88

939.38

PROJECT NAME:

Item No./Description: PLASTERING WORKS (BALUNO FENCE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Portland Cement

b. Fine Sand

P





J. Total Cost

k. Total Unit Cost




SPL - 10

sq.m.

16.00

296.57 sq.m.


2 18.54 366.00 13,568.08


2 18.54 317.00 11,751.59


Total (A+B) 25,319.66

16.00


Sub-Total for B -

85.00 bags. 260.00 22,100.00

4.75 cu.m. 1,400.00 6,643.17


54,062.83

3,243.77

-

-

57,306.60

193.23

PROJECT NAME:

Item No./Description: STEEL WORKS (BALUNO FENCE)



Quantity:

A. Labor

a. Welder

b. Laborer

P

B. Equipment

a. Welding Machine w/ Cutting Outfit

b. Cut-Off Saw

P

C.


E. Materials

a.

b. *6mm thk x 38mm x 6.00m M.S. Flat Bar

c. *10mmØ x 6.0m M.S. Plain Round Bar

d. *12mm x 12mm x 6.00m M.S. Square Bar

e. #4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting

f. 6011 Welding Rod

g. Industrial Oxygen (Content)

h. Acetylene (Content)


P





J. Total Cost

k. Total Unit Cost




SPL - 11

lot

0.04

1.00 lot


2 25.00 394.00 19,700.00


2 25.00 317.00 15,850.00

1 12.50 300.00 3,750.00


1 12.50 2,160.00 27,000.00

Total (A+B) 66,300.00

0.04



10.00 pc. 210.00 2,100.00

70.00 pcs. 268.00 18,760.00

16.00 pcs. 3,032.00 48,512.00

16.00 pcs. 483.00 7,728.00

2.00 cyls. 750.00 1,500.00

1.00 cyl. 1,500.00 1,500.00

27.00 pcs. 1,260.00 34,020.00

15.00 kgs. 147.00 2,205.00

193,582.50

193,582.50


182,625.00

10,957.50

-

-

50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge

Standard)

PROJECT NAME:

Item No./Description: PAINTING WORKS (BALUNO FENCE)



Quantity:

A. Labor


b. Painter

c. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Concrete Neutralizer

b. Solvent Based Acrylic Paint Primer

c.

d. Solvent Based Acrylic Cast

e. Solvent Based Acrylic Reducer

f. Red Oxide Metal Primer

g. Quick Dry Enamel Blue

h. Paint Thinner

i. Red Tinting Color for Solvent Based Acrylic Paint

j. Raw Sienna Tinting Color for Solvent Based Acrylic Paint

k. Thalo Blue Tinting Color for Solvent Based Acrylic Paint

l. Lamp Black Tinting Color for Solvent Based Acrylic Paint

m.#120 Sand Paper

n. #150 Sand Paper

o. 7" Paint Roller w/ Tray

p. 1" Paint Brush

q. 2" Paint Brush

r. 4" Paint Brush

s. Steel Brush

P





J. Total Cost

k. Total Unit Cost

2.00

6.00

1.00

1.00




SPL - 12

sq.

20.00

379.14 sq.m.


2.00 18.96 873.52


2.00 18.96 317.00 12,018.66

Daily Rate Amount

2.00 18.96 394.00 14,938.02

33,118.43

Sub-Total for B -


1.00 gals. 320.00 320.00

12.00 gals. 882.00 10,584.00

Total (A+B) 60,075.12

20.00


3.00 gals. 570.00 1,710.00

7.00 gals. 724.00 5,068.00

25.00 gals. 1,029.00 25,725.00

9.00 gals. 452.00 4,068.00

2.00 pints 105.00 210.00

2.00 pints 105.00 210.00

3.00 gals. 346.00 1,038.00

2.00 pints 105.00 210.00

115.00 115.00

pints 105.00 210.00

doz. 151.00 906.00

116,657.12

6,999.43

-

-

pc. 55.00 55.00

pc. 22.00 22.00


1.00 pc. 14.00 14.00

1.00 pc. 27.00 27.00

6.00 doz. 151.00 906.00

1.00 set

123,656.55

326.15

Solvent Based Acrylic Paint Top Coat (White Gloss)

576.00 5,184.00 gals.9.00

PROJECT NAME:

Item No./Description: SUPPLY & INSTALLATION OF PANAFLEX SIGNAGE



Quantity:

A. Labor

a. Welder

b. Laborer

P

B. Equipment

a. Cut-Off Saw

b. Welding Machine

P

C.


E. Materials

a. Panaflex Signage w/ Aluminum Framing, Lighting and Accs.

(See Attached Shop Drawing)

b. 6mm Thk x 50mm x 50mm x 6.00m. MS Angle Bar

c. Welding Rod (6011)

d. 50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard)

e. Fabricated 6mm Thk x 150mm x 200mm MS Plate w/ 4-12mmØ

Bolt Holes (see shop drawing)

f. Fabricated 6mm Thk x 200mm x 200mm MS Plate w/ 4-12mmØ


g. 10mmØ x 25mm S.S. Bolt w/ Nut & Washer

h. 12mmØ x 150mm S.S. Bolt w/ Nut & Washer

P





J. Total Cost

k. Total Unit Cost




SPL - 13

unit

2.00

1.00 unit

1 0.50 317.00 158.50


1 0.50 394.00 197.00

1 0.25 1,500.00 375.00

1 0.25 1,500.00 375.00

Sub-Total for A 355.50


Sub-Total for B 750.00

1.00 unit 11,400.00 11,400.00

Total (A+B) 1,105.50

2.00


0.10 kg. 151.00


26,700.60

1,602.04

-

-

960.00

760.00

16.00

8.00

pcs.

pcs.

60.00

95.00

15.10

28,302.64

28,302.64

2.00 pcs. 1,500.00 3,000.00

1.00 pc. 3,032.00 3,032.00

4.00 pcs. 1,200.00 4,800.00

1.00 pc. 1,628.00 1,628.00

PROJECT NAME:

Item No./Description: STRUCTURE EXCAVATION (BALUNO FENCE)



Quantity:

A. Labor

a. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

N.A.

P





J. Total Cost

k. Total Unit Cost




SPL - 14

cu.m.

7.20

24.67 cu.m.


8 3.43 317.00 8,689.32



Sub-Total for B -

Total (A+B) 8,689.32

7.20


9,210.68

373.36

Sub-Total for E -

8,689.32

521.36

-

-

PROJECT NAME:

Item No./Description: REINFORCING STEEL BAR, GRADE 33 (BALUNO FENCE)



Quantity:

A. Labor


b. Steelman

c. Laborer

P

B. Equipment

a. Bar Bender

b. Bar Cutter


P

C.


E. Materials

a *16mmØ x 6.00m Def. Reinforcing Steel Bars

b. *12mmØ x 6.00m Def. Reinforcing Steel Bars

c. *10mmØ x 6.00m Def. Reinforcing Steel Bars



P





J. Total Cost

k. Total Unit Cost




SPL - 15

kgs.

1 1.35 873.52 1,176.89

1,440.00

1,940.10 kgs.


2 1.35 366.00 986.22

8 1.35 317.00 3,416.73

Daily Rate Amount

1 0.67 300.00 202.09

1 0.67 300.00 202.09



1 0.20 8816.00 1,781.66


Total (A+B) 7,765.69

1,440.00


595.86 kgs. 40.50 24,132.37

39.00 kgs. 65.00 2,535.00

1,023.84 kgs. 40.50 41,465.52

320.40 kgs. 40.50 12,976.20


88,874.78

5,332.49

-

-

94,207.26

48.56

PROJECT NAME:

Item No./Description: STRUCTURAL CONCRETE CLASS A (BALUNO FENCE)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer


a. Skilled Worker

b. Laborer

P

B. Equipment




P

C.


E. Materials

a. *12mm Thk. x 1.20m x 2.40m Ordinary Plywood




e. 4" C.W. Nails

f. 3" C.W. Nails

g. 1-1/2" C.W. Nails

h. Portland Cement

i. Washed Sand

j. Gravel


P





J. Total Cost

k. Total Unit Cost

11.20

14.76 cu.m.





SPL - 16

cu.m.

4 1.32 366.00 1,929.34

8 1.32 317.00 3,342.09

Daily Rate Amount

1 1.32 873.52 1,151.17



2 5.27 366.00 3,858.69

4 5.27 317.00 6,684.17

1 0.13 8,520.00 1,122.81

1 1.32 1,376.00 1,813.37

1 1.32 972.00 1,280.96


Total (A+B) 21,182.60

11.20


250.00 bd.ft. 20.00 5,000.00

197.00 bd.ft. 20.00 3,940.00

18.00 shts. 800.00 14,400.00

293.00 bd.ft. 20.00 5,860.00

2.50 kg. 65.00 162.50

133.00 bags 260.00 34,580.00

3.00 kgs. 65.00 195.00

2.00 kgs. 65.00 130.00


7.00 cu.m. 1,260.00 8,820.00

14.00 cu.m. 1,050.00 14,700.00

108,970.10

6,538.21

-

-

115,508.31

7,825.77

PROJECT NAME:

Item No./Description: MASONRY WORKS (BALUNO FENCE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


b. Bar Cutter

P

C.


E. Materials

a. Portland Cement

b. Washed Sand

c. 100mm thk Concrete Hollow Blocks (NLB)

d. 150mm thk Concrete Hollow Blocks (LB)

e. *10mmØ x 6.00m Def. Reinforcing Steel Bars

f. #16 G.I. Tie Wire


P





J. Total Cost

k. Total Unit Cost




SPL - 17

sq.m.

8.00

80.46 sq.m.


2 10.06 366.00 7,362.09


2 10.06 317.00 6,376.46


1 10.06 1,376.00 13,839.12


1 10.06 300.00 3,017.25

212.82 kgs. 40.50 8,619.21

Total (A+B) 30,594.92

8.00


892.00 pcs. 14.00 12,488.00

143.00 pcs. 19.00 2,717.00

48.00 bags 260.00 12,480.00

4.00 cu.m. 1,260.00 5,040.00


4.00 kgs. 65.00 260.00

72,199.12

4,331.95

-

-

76,531.07

951.17

PROJECT NAME:

Item No./Description: PLASTERING WORKS (BALUNO FENCE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Portland Cement

b. Fine Sand

P





J. Total Cost

k. Total Unit Cost




SPL - 18

sq.m.

16.00

201.68 sq.m.


2 12.61 366.00 9,226.86


2 12.61 317.00 7,991.57


Total (A+B) 17,218.43

16.00


Sub-Total for B -

58.00 bags. 260.00 15,080.00

3.25 cu.m. 1,400.00 4,550.00


36,848.43

2,210.91

-

-

39,059.34

193.67

PROJECT NAME:

Item No./Description: STEEL WORKS (BALUNO FENCE)



Quantity:

A. Labor

a. Welder

b. Laborer

P

B. Equipment

a. Welding Machine w/ Cutting Outfit

b. Cut-Off Saw

P

C.


E. Materials

a. 50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Std.)

b. *6mm thk x 38mm x 6.00m M.S. Flat Bar

c. *10mmØ x 6.0m M.S. Plain Round Bar

d. *12mm x 12mm x 6.00m M.S. Square Bar

e. #4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting

f. 6011 Welding Rod

g. Industrial Oxygen (Content)

h. Acetylene (Content)


P





J. Total Cost

k. Total Unit Cost




SPL - 19

lot

0.04

1.00 lot


2 25.00 394.00 19,700.00


2 25.00 317.00 15,850.00

1 12.50 300.00 3,750.00


1 12.50 2,160.00 27,000.00

Total (A+B) 66,300.00

0.04



10.00 pc. 210.00 2,100.00

70.00 pcs. 268.00 18,760.00

16.00 pcs. 3,032.00 48,512.00

16.00 pcs. 483.00 7,728.00

2.00 cyls. 750.00 1,500.00

1.00 cyl. 1,500.00 1,500.00

27.00 pcs. 1,260.00 34,020.00

15.00 kgs. 151.00 2,265.00

193,646.10

193,646.10


182,685.00

10,961.10

-

-

PROJECT NAME:

Item No./Description: PAINTING WORKS (BALUNO FENCE)



Quantity:

A. Labor


b. Painter

c. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials



c. Solvent Based Acrylic Paint Top Coat (White Gloss)

d. Solvent Based Acrylic Cast


f. Red Oxide Metal Primer

g. Quick Dry Enamel Blue

h. Paint Thinner

i. Red Tinting Color for Solvent Based Acrylic Paint

j. Raw Sienna Tinting Color for Solvent Based Acrylic Paint

k. Thalo Blue Tinting Color for Solvent Based Acrylic Paint

l. Lamp Black Tinting Color for Solvent Based Acrylic Paint

m.#120 Sand Paper

n. #150 Sand Paper

o. 7" Paint Roller w/ Tray

p. 1" Paint Brush

q. 2" Paint Brush

r. 4" Paint Brush

s. Steel Brush

P





J. Total Cost

k. Total Unit Cost




SPL - 20

sq.m.

20.00

284.25 sq.m.


2.00 14.21 873.52


2.00 14.21 317.00 9,010.65

Daily Rate Amount

2.00 14.21 394.00 11,199.36

24,829.60


Total (A+B) 45,039.61

20.00


Sub-Total for B -

17.00 gals. 1,029.00 17,493.00

9.00 gals. 576.00 5,185.92

1.00 gals. 520.00 520.00

9.00 gals. 882.00 7,940.94

7.00 gals. 724.00 5,068.00

3.00 gals. 346.00 1,038.00

7.00 gals. 452.00 3,165.13

4.00 gals. 570.00 2,280.18

2.00 pints 105.00 210.00

2.00 pints 105.00 210.00

2.00 pints 105.00 210.00

2.00 pints 105.00 210.00

2.00 sets 115.00 230.00

2.00 pcs. 14.00 28.00

4.00 doz. 150.00 600.00

4.00 doz. 150.00 600.00

2.00 pcs. 22.00 44.00


2.00 pcs. 27.00 54.00

2.00 pcs. 55.00 110.00

90,236.79

5,414.21

-

-

95,650.99

336.51

PROJECT NAME:

Item No./Description: SUPPLY & INSTALLATION OF PANAFLEX SIGNAGE



Quantity:

A. Labor

a. Welder

b. Laborer

P

B. Equipment

a. Cut-Off Saw

b. Welding Machine

P

C.


E. Materials

a. Panaflex Signage w/ Aluminum Framing, Lighting and Accs.

(See Attached Shop Drawing)

b. 6mm Thk x 50mm x 50mm x 6.00m. MS Angle Bar

c. Welding Rod (6011)

d. 50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard)

e. Fabricated 6mm Thk x 150mm x 200mm MS Plate w/ 4-12mmØ


f. Fabricated 6mm Thk x 200mm x 200mm MS Plate w/ 4-12mmØ


g. 10mmØ x 25mm S.S. Bolt w/ Nut & Washer

h. 12mmØ x 150mm S.S. Bolt w/ Nut & Washer

P





J. Total Cost

k. Total Unit Cost




SPL - 21

unit

2.00

1.00 unit


1 0.50 394.00 197.00



1 0.50 317.00 158.50

1 0.25 1,500.00 375.00

1 0.25 1,500.00 375.00

Total (A+B) 1,105.50

2.00



1.00 pc. 1,628.00 1,628.00

0.10 kg. 151.00 15.10

1.00 unit 11,400.00 11,400.00

2.00 pcs. 1,500.00 3,000.00

1.00 pc. 3,032.00 3,032.00

4.00 pcs. 1,200.00 4,800.00

28,302.64

28,302.64


26,700.60

1,602.04

-

-

16.00 pcs. 60.00 960.00

8.00 pcs. 95.00 760.00

PROJECT NAME:

Item No./Description: SPL - 22 STRUCTURE EXCAVATION (BALUNO GUARD HOUSE)



Quantity:

A. Labor

a. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

N.A.

P


G.Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011



J. Total Cost

k. Total Unit Cost

597.37

373.36

Sub-Total for E -

563.56

33.81

-

-




cu.m.

1.80

1.60 cu.m.




2 0.89 317.00 563.56

Sub-Total for B -

Total (A+B) 563.56

1.80


PROJECT NAME:

Item No./Description: REINFORCING STEEL BAR, GRADE 33 (BALUNO GUARD HOUSE)



Quantity:

A. Labor


b. Steelman

c. Laborer

P

B. Equipment

a. Bar Bender

b. Bar Cutter


P

C.


E. Materials

a. *16mmØ x 6.00m Deformed Reinforced Steel Bar

b. *12mmØ x 6.00m Deformed Reinforced Steel Bar

c. *10mmØ x 6.00m Deformed Reinforced Steel Bar



P





J. Total Cost

k. Total Unit Cost

32,021.88

48.53


30,209.32

1,812.56

-

-

274.92 kgs. 40.50 11,134.26

240.30 kgs. 40.50 9,732.15


Total (A+B) 2,641.12

1,440.00


1 0.07 8816.00 605.95

1 0.23 300.00 68.73

1 0.23 300.00 68.73



2 0.46 366.00 335.41

8 0.46 317.00 1,162.04

Daily Rate Amount

1 0.46 873.52 400.26

1,440.00

659.83 kgs.





SPL - 23

kgs.

144.61 kgs. 40.50 5,856.79

845.00 13.00 kgs. 65.00

PROJECT NAME:

Item No./Description: PLUMBING WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor

a. Plumber

b. Laborer

P

B. Equipment

P

C.


E. Materials

a. 50mmØ x 3.00m. PVC Sanitary Pipe Series 1000

b. 50mmØ x 900 PVC Sanitary Elbow, Series 1000

c. 50mmØ PVC Coupling, Series 1000

d. PVC Solvent Cement

e. 100mm x 100mmStainless Floor Drain

P





J. Total Cost

k. Total Unit Cost


1,988.88

119.33

-

-

2,108.21

2,108.21

1.00 qrt. 460.00 460.00

1.00 pc. 110.00 110.00

pcs. 483.00 966.00

3.00 pcs. 37.00 111.00

2.00 pcs. 16.00 32.00




SPL - 24

lot

4.00

1.00 lot


1 0.25 873.52 218.38

1 0.25 366.00 91.50

Sub-Total for B



-

Total (A+B) 309.88

4.00


2.00

PROJECT NAME:

Item No./Description: STRUCTURAL CONCRETE CLASS A (BALUNO GUARD HOUSE)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer


a. Skilled Worker

b. Laborer

P

B. Equipment




P

C.


E. Materials

a. *12mm Thk x 1.20m x 2.40m Ordinary Plywood



d. 4" C.W. Nail

e. 3" C.W. Nail

f. 1-1/2" C.W. Nail

g. Portland Cement

h. Washed Sand

i. Gravel


P





J. Total Cost

k. Total Unit Cost

23,379.28

1,402.76

-

-

24,782.04

8,379.39


3.00 cu.m. 1,050.00 3,152.73

1.00 kg. 53.00 53.00

0.50 kg. 55.00 27.50

7,020.00 260.00 bags27.00

30.00 60.00 kg.0.50

1,891.64 1,260.00 cu.m.1.50

90.00 bd.ft. 20.00 1,800.00

5.00 shts. 800.00 4,000.00

58.00 bd.ft. 20.00 1,160.00


Total (A+B) 4,244.41

11.20


1 0.03 8,520.00 224.98

1 0.26 1,376.00 363.35

1 0.26 972.00 256.67



2 1.06 366.00 773.18

4 1.06 317.00 1,339.33

4 0.26 366.00 386.59

8 0.26 317.00 669.66

Daily Rate Amount

1 0.26 873.52 230.66





SPL - 25

cu.m.

11.20

2.96 cu.m.

PROJECT NAME:

Item No./Description: MASONRY WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


b. Bar Cutter

P

C.


E. Materials

a. 150mm x 200mm x 400mm CHB (LB)

b. 100mm x 200mm x 400mm CHB (NLB)

c. Portland Cement

d. Washed Sand

e. *10mm.Ø x 6.00m Deformed Reinf. Steel Bar



P





J. Total Cost

k. Total Unit Cost

15,041.05

902.46

-

-

15,943.51

909.50


48.20 kgs. 40.50 1,952.26

1.00 kg. 65.00 65.00

11.00 bags 260.00 2,860.00

0.75 cu.m. 1,260.00 945.00

41.00 pcs. 19.00 779.00

184.00 pcs. 14.00 2,576.00

Total (A+B) 5,863.79

8.00



1 2.19 300.00 657.38


1 2.19 1,376.00 3,015.16


2 2.19 317.00 1,389.25


1 2.19 366.00 802.00




SPL - 26

sq.m.

8.00

17.53 sq.m.

PROJECT NAME:

Item No./Description: PLASTERING WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Portland Cement

b. Fine Sand

P





J. Total Cost

k. Total Unit Cost

9,739.50

584.37

-

-

10,323.87

198.54


15.00 bags. 260.00 3,900.00

1.00 cu.m. 1,400.00 1,400.00

Total (A+B) 4,439.50

16.00


Sub-Total for B -



2 3.25 317.00 2,060.50


2 3.25 366.00 2,379.00




SPL - 27

sq.m.

16.00

52.00 sq.m.

PROJECT NAME:

Item No./Description: TILE WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment

a. Tile Cutter/Angular Grinder

P

C.


E. Materials

a. 400mm x 400mm Granite Tiles

b. Tile Adhesive (25Kg/Bag)

c. Tile Grout (2 Kg./Pack)

P





J. Total Cost

k. Total Unit Cost

2,526.72

151.60

-

-

2,678.33

1,251.55


1.00 bag 58.00 58.00

14.00 pcs. 126.00 1,764.00

1.00 bag 284.00 284.00

Total (A+B) 420.72

5.00




1 0.43 300.00 128.40


1 0.43 317.00 135.68


1 0.43 366.00 156.65




SPL - 28

sq.m.

5.00

2.14 sq.m.

PROJECT NAME:

Item No./Description: CARPENTRY WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

a. Bar Cutter

b. Welding Machine

P

C.


E. Materials

a.

b.

c. Chrome Heavy Duty Door Knob w/ complete accessories

d. 4" x 3" Loose Pin Hinges w/ Screw

e. 4" C.W. Nail

Fabrication of Cabinet

a. Round Cabinet Handle (Chrome)

b. Cabinet Lock (Chrome)

c. Cabinet Concealed Hinges w/ Screw

d. 1" x 2" x 8' Laua-an Lumber

e. 2" x 2" x 8' Laua-an Lumber

f. 2" x 3" x 10' Laua-an Lumber

g. 1" x 6" x 8' Laua-an Lumber

h. 19mm Thk x 1.20m x 2.40m Marine Plyboard

i. 6mm Thk x 1.20m x 2.40m Marine Plyboard

j. 6mm Thk x 50mm x 50mm x 6.00m M.S. Angle Bar

k. Ga. 16 x 1.20m x 2.40m G.I. Sheet

l. Welding Rod (6011)

m. 3" C.W. Nail

n. 1" C.W. Finishing Nail

P





J. Total Cost

k. Total Unit Cost

26,656.00

1,599.36

-

-

28,255.36

28,255.36

1.00 kg. 75.00 75.00


0.50 kg. 151.00 75.50

1.00 kg. 55.00 55.00

2.00 pcs. 1,050.00 2,100.00

1.00 sht. 2,500.00 2,500.00

4.00 shts. 1,551.00 6,204.00

1.00 sht. 684.00 684.00

10.00 bd.ft. 32.00 320.00

4.00 bd.ft. 32.00 128.00

1.33 bd.ft. 32.00 42.67

2.67 bd.ft. 32.00 85.33

2.00 pcs. 200.00 400.00

8.00 pcs. 65.00 520.00

4.00 pcs. 120.00 480.00

4.00 pcs. 140.00 560.00

0.50 kg. 53.00 26.50

2.00 units 900.00 1,800.00

1.00 unit 800.00 800.00

1.00 unit 4,000.00 4,000.00

Total (A+B) 5,800.00

0.17


Pre-Fab 0.60m x 2.10m Flash Type Door, 50mm x 100mm

Mahogany Wood Door Frame w/ 6mm Thk Marine Plywood

Sheeting & w/ 50mm x 100mm Mahogany Wood Door Jamb

Pre-Fab 0.60m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm

Mahogany Wood


1 6.06 317.00 1,921.21


1 6.06 394.00 2,387.88


1 0.61 2,160.00 1,309.09


1 0.61 300.00 181.82



SPL - 29

lot

0.17

1.00 lot


PROJECT NAME:

Item No./Description: STEEL WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor

a. Welder

b. Laborer

P

B. Equipment

a. Welding Machine

b. Cut-Off Saw/Bar Cutter

P

C.


E. Materials

a. 10mm x 10mm x 6.00m M.S. Square Bar

b. 12mm x 12mm x 6.00m M.S. Square Bar

c. 6mm Thk x 50mm x 6.00m M.S. Flat Bar

d. Hacksaw Blade

e. 6011 Welding Rod

P





J. Total Cost

k. Total Unit Cost

8,421.10

505.27

-

-

8,926.37

8,926.37


8.00 kgs 151.00 1,208.00

2.00 pcs. 894.00 1,788.00

4.00 pcs. 65.00 260.00

1.00 pc. 210.00 210.00

4.00 pcs. 268.00 1,072.00

Total (A+B) 3,883.10

0.50



1 1.00 300.00 300.09


1 1.00 2,160.00 2,160.61


1 2.00 317.00 634.18


1 2.00 394.00 788.22




SPL - 30

lot

0.50

1.00 lot

PROJECT NAME:

Item No./Description: GLASS WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor

N.A.

P

B. Equipment

N.A.

P

C.


E. Materials

a. Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m

width Smoke Glass Jalousies w/ Aluminum Holder

P





J. Total Cost

k. Total Unit Cost

-

1,696.00

1,696.00


1,600.00

96.00

-

Total (A+B) -

1.00


2.00 sets 800.00 1,600.00

Sub-Total for B -

Sub-Total for A -





SPL - 31

lot

1.00

1.00 lot


PROJECT NAME:

Item No./Description: WATERPROOFING WORKS (BALUNO GUARD HOUSE)


Output per day: sq.m.day

Quantity:

A. Labor

N.A.

P

B. Equipment

N.A.

P

C.

D. Output per hour = sq.m.day

E. Materials

a. Bituminous Membrane Polyester Reinforced Waterproofing

P





J. Total Cost

k. Total Unit Cost

-

3,074.00

1,060.00


2,900.00

174.00

-

Total (A+B) -

0.00


2.90 sq.mtr. 1,000.00 2,900.00

Sub-Total for B -

Sub-Total for A -





SPL - 32

sq.m.

2.90 sq.m.


PROJECT NAME:

Item No./Description: PAINTING WORKS (BALUNO GUARD HOUSE)



Quantity:

A. Labor


b. Painter

c. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials



c. Solvent Based Acrylic Cast

d. Solvent Based Acrylic Paint Top Coat White Gloss


f. Body Filler w/ Hardener

g. #150 Sand Paper

h. #120 Sand Paper

i. Raw Sienna Tinting Color for Solvent Based Acrylic Paint

j. Thalo Blue Tinting Color for Solvent Based Acrylic Paint

k. Lamp Black Tinting Color for Solvent Based Acrylic Paint

l. Red Oxide Metal Primer

m. Quick Dry Enamel (Royal Blue)

n. Paint Thinner

o. Baby Roller

p. 2" Steel Brush

q. 3" Paint Brush

r. 2" Paint Brush

s. Paint Tray

P





J. Total Cost

k. Total Unit Cost

44,367.46

375.08


41,856.10

2,511.37

-

-

1.00 pc. 33.00 33.00

1.00 pc. 27.00 27.00

1.00 set. 58.00 58.00

1.00 pc. 22.00 22.00

1.00 pc. 30.00 30.00

1.00 gal. 724.00 724.00

1.00 gal. 346.00 346.00

1.00 pint. 105.00 105.00

1.00 gal. 570.00 570.00

3.00 pints 105.00 315.00

1.00 pint. 105.00 105.00

2.00 doz. 151.00 302.00

2.00 doz. 151.00 302.00

4.00 gals. 452.00 1,808.00

1.00 gals. 546.00 546.00

5.00 gals. 520.00 2,600.00

10.00 gals. 1,029.00 10,290.00

1.00 gals. 520.00 520.00

5.00 gals. 882.00 4,410.00

Total (A+B) 18,743.10

20.00


Sub-Total for B -



2.00 5.91 317.00 3,749.75


2.00 5.91 394.00 4,660.58

2.00 5.91 873.52 10,332.76




SPL - 33

sq.

20.00

118.29 sq.m.

PROJECT NAME:

Item No./Description: SPL - 34 STRUCTURE EXCAVATION (BANDERA GUARD HOUSE)



Quantity:

A. Labor

a. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

N.A.

P





J. Total Cost

k. Total Unit Cost




2 0.89 317.00 563.56




cu.m.

1.80

1.60 cu.m.

Sub-Total for B -

Total (A+B) 563.56

1.80


597.37

373.36

Sub-Total for E -

563.56

33.81

-

-

PROJECT NAME:

Item No./Description: REINFORCING STEEL BAR, GRADE 33 (BANDERA GUARD HOUSE)



Quantity:

A. Labor


b. Steelman

c. Laborer

P

B. Equipment

a. Bar Bender

b. Bar Cutter


P

C.


E. Materials

a. *16mmØ x 6.00m Deformed Reinforced Steel Bar

b. *12mmØ x 6.00m Deformed Reinforced Steel Bar

c. *10mmØ x 6.00m Deformed Reinforced Steel Bar



P





J. Total Cost

k. Total Unit Cost




SPL - 35

2 0.46 366.00 335.41

8 0.46 317.00 1,162.04

No. of Days Daily Rate Amount

1 0.46 873.52 400.26

kgs.

1,440.00

659.83 kgs.

Designation No. Person

1 0.07 8816.00 605.95

1 0.23 300.00 68.73

1 0.23 300.00 68.73




Total (A+B) 2,641.12

1,440.00


144.61 kgs. 40.50 5,856.79

13.00 kgs. 65.00 845.00

274.92 kgs. 40.50 11,134.26

240.30 kgs. 40.50 9,732.15

32,021.88

48.53


30,209.32

1,812.56

-

-

PROJECT NAME:

Item No./Description: PLUMBING WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor

a. Plumber

b. Laborer

P

B. Equipment

P

C.


E. Materials

a. 50mmØ x 3.00m. PVC Sanitary Pipe Series 1000

b. 50mmØ x 900 PVC Sanitary Elbow, Series 1000

c. 50mmØ PVC Coupling, Series 1000

d. PVC Solvent Cement

e. 100mm x 100mmStainless Floor Drain

P





J. Total Cost

k. Total Unit Cost

4.00

1.00 lot





SPL - 36

cu.m.

1 0.25 366.00 91.50

Daily Rate Amount

1 0.25 873.52 218.38



2.00 pcs. 16.00 32.00

1.00 qrt. 460.00 460.00

2.00 pcs. 483.00 966.00

3.00 pcs. 37.00 111.00

Sub-Total for B -

Total (A+B) 309.88

4.00


1.00 pc. 110.00 110.00

2,108.21

2,108.21


1,988.88

119.33

-

-

PROJECT NAME:

Item No./Description: STRUCTURAL CONCRETE CLASS A (BANDERA GUARD HOUSE)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer


a. Skilled Worker

b. Laborer

P

B. Equipment




P

C.


E. Materials

a. 12mm Thk x 1.20m x 2.40m Ordinary Plywood



d. 4" C.W. Nail

e. 3" C.W. Nail

f. 1-1/2" C.W. Nail

g. Portland Cement

h. Washed Sand

i. Gravel

P





J. Total Cost

k. Total Unit Cost

11.20

2.96 cu.m.





SPL - 37

cu.m.

2 1.06 366.00 773.18

4 1.06 317.00 1,339.33

4 0.26 366.00 386.59

8 0.26 317.00 669.66

Daily Rate Amount

1 0.26 873.52 230.66

1 0.03 8,520.00 224.98

1 0.26 1,376.00 363.35

1 0.26 972.00 256.67



90.00 bd.ft. 20.00 1,800.00

1.00 kg. 53.00 53.00

5.00 shts. 800.00 4,000.00

58.00 bd.ft. 20.00 1,160.00


Total (A+B) 4,244.41

11.20


3.00 cu.m. 1,050.00 3,152.73

27.00 bags 260.00 7,020.00

1.50 cu.m. 1,260.00 1,891.64

0.50 kg. 55.00 27.50

0.50 kg. 60.00 30.00

24,782.04

8,379.39


23,379.28

1,402.76

-

-

PROJECT NAME:

Item No./Description: MASONRY WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


b. Bar Cutter

P

C.


E. Materials

a. 150mm x 200mm x 400mm CHB (LB)

b. 100mm x 200mm x 400mm CHB (NLB)

c. Portland Cement

d. Washed Sand

e. *10mm.Ø x 6.00m Deformed Reinf. Steel Bar



P





J. Total Cost

k. Total Unit Cost

8.00

17.53 sq.m.





SPL - 38

sq.m.


2 2.19 317.00 1,389.25

Daily Rate Amount

1 2.19 366.00 802.00

1 2.19 300.00 657.38


1 2.19 1,376.00 3,015.16

41.00 pcs. 19.00 779.00

184.00 pcs. 14.00 2,576.00

Total (A+B) 5,863.79

8.00



48.20 kgs. 40.50 1,952.26

1.00 kg. 65.00 65.00

11.00 bags 260.00 2,860.00

0.75 cu.m. 1,260.00 945.00

15,041.05

902.46

-

-

15,943.51

909.50


PROJECT NAME:

Item No./Description: PLASTERING WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Portland Cement

b. Fine Sand

P





J. Total Cost

k. Total Unit Cost


2 3.25 366.00 2,379.00




SPL - 39

sq.m.

16.00

52.00 sq.m.



2 3.25 317.00 2,060.50

Total (A+B) 4,439.50

16.00


Sub-Total for B -

15.00 bags. 260.00 3,900.00

1.00 cu.m. 1,400.00 1,400.00

9,739.50

584.37

-

-

10,323.87

198.54


PROJECT NAME:

Item No./Description: TILE WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


P

C.


E. Materials

a. 400mm x 400mm Granite Tiles

b. Tile Adhesive (25Kg/Bag)

c. Tile Grout (2 Kg./Pack)

P





J. Total Cost

k. Total Unit Cost




SPL - 40

sq.m.

5.00

2.14 sq.m.


1 0.43 317.00 135.68


1 0.43 366.00 156.65



1 0.43 300.00 128.40

1.00 bag 58.00 58.00

14.00 pcs. 126.00 1,764.00

1.00 bag 284.00 284.00

Total (A+B) 420.72

5.00


2,526.72

151.60

-

-

2,678.33

1,251.55


PROJECT NAME:

Item No./Description: CARPENTRY WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

a. Bar Cutter

b. Welding Machine

P

C.


E. Materials

a.

b.

c. Chrome Heavy Duty Door Knob w/ complete accessories

d. 4" x 3" Loose Pin Hinges w/ Screw

e. 4" C.W. Nail

Fabrication of Cabinet

a. Round Cabinet Handle (Chrome)

b. Cabinet Lock (Chrome)

c. Cabinet Concealed Hinges w/ Screw

d. 1" x 2" x 8' Laua-an Lumber

e. 2" x 2" x 8' Laua-an Lumber

f. 2" x 3" x 10' Laua-an Lumber

g. 1" x 6" x 8' Laua-an Lumber

h. 19mm Thk x 1.20m x 2.40m Marine Plyboard

i. 6mm Thk x 1.20m x 2.40m Marine Plyboard

j. 6mm Thk x 50mm x 50mm x 6.00m M.S. Angle Bar

k. Ga. 16 x 1.20m x 2.40m G.I. Sheet

l. Welding Rod (6011)

m. 3" C.W. Nail

n. 1" C.W. Finishing Nail

P





J. Total Cost

k. Total Unit Cost




SPL - 41

lot

0.17

1.00 lot


1 0.61 300.00 181.82


1 6.06 317.00 1,921.21


1 6.06 394.00 2,387.88

Total (A+B) 5,800.00

0.17



Pre-Fab 0.60m x 2.10m Flash Type Door, 50mm x 100mm

Mahogany Wood Door Frame w/ 6mm Thk Marine Plywood

Sheeting & w/ 50mm x 100mm Mahogany Wood Door Jamb

1 0.61 2,160.00 1,309.09

4.00 pcs. 120.00 480.00

4.00 pcs. 140.00 560.00

0.50 kg. 53.00 26.50

2.00 units 900.00 1,800.00

1.00 unit 800.00 800.00

10.00 bd.ft. 32.00 320.00

4.00 bd.ft. 32.00 128.00

1.33 bd.ft. 32.00 42.67

2.67 bd.ft. 32.00 85.33

2.00 pcs. 200.00 400.00

8.00 pcs. 65.00 520.00

0.50 kg. 151.00 75.50

1.00 kg. 55.00 55.00

2.00 pcs. 1,050.00 2,100.00

1.00 sht. 2,500.00 2,500.00

4.00 shts. 1,551.00 6,204.00

1.00 sht. 684.00 684.00

26,656.00

1,599.36

-

-

28,255.36

28,255.36

1.00 kg. 75.00 75.00


Pre-Fab 0.60m x 1.165m 1-Pannel Window Jamb, 40mm x

150mm Mahogany Wood

1.00 unit 4,000.00 4,000.00

PROJECT NAME:

Item No./Description: STEEL WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor

a. Welder

b. Laborer

P

B. Equipment

a. Welding Machine

b. Cut-Off Saw

P

C.


E. Materials

a. 10mm x 10mm x 6.00m M.S. Square Bar

b. 12mm x 12mm x 6.00m M.S. Square Bar

c. 6mm Thk x 50mm x 6.00m M.S. Flat Bar

d. Hacksaw Blade

e. 6011 Welding Rod

P





J. Total Cost

k. Total Unit Cost




SPL - 42

lot

0.50

1.00 lot


1 2.00 317.00 634.18


1 2.00 394.00 788.22


1 1.00 300.00 300.09


1 1.00 2,160.00 2,160.61

2.00 pcs. 894.00 1,788.00

4.00 pcs. 65.00 260.00

1.00 pc. 210.00 210.00

4.00 pcs. 268.00 1,072.00

Total (A+B) 3,883.10

0.50


8.00 kgs 151.00 1,208.00

8,421.10

505.27

-

-

8,926.37

8,926.37


PROJECT NAME:

Item No./Description: GLASS WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor

N.A.

P

B. Equipment

N.A.

P

C.


E. Materials

a. Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke

Glass Jalousies w/ Aluminum Holder

P





J. Total Cost

k. Total Unit Cost




SPL - 43

lot

1.00

1.00 lot

Sub-Total for A -


Sub-Total for B -


2.00 sets 800.00 1,600.00

Total (A+B) -

1.00


1,600.00

96.00

-

-

1,696.00

1,696.00


PROJECT NAME:

Item No./Description: WATERPROOFING WORKS (BANDERA GUARD HOUSE)


Output per day: sq.m.day

Quantity:

A. Labor

N.A.

P

B. Equipment

N.A.

P

C.

D. Output per hour = sq.m.day

E. Materials

a. Bituminous Membrane Polyester Reinforced Waterproofing

P





J. Total Cost

k. Total Unit Cost




SPL - 44

sq.m.

2.90 sq.m.

Sub-Total for A -


Sub-Total for B -


2.90 sq.mtr. 1,000.00 2,900.00

Total (A+B) -

0.00


2,900.00

174.00

-

-

3,074.00

1,060.00


PROJECT NAME:

Item No./Description: PAINTING WORKS (BANDERA GUARD HOUSE)



Quantity:

A. Labor


b. Painter

c. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials



c. Solvent Based Acrylic Putty

d. Solvent Based Acrylic Paint Top Coat White Gloss


f. Body Filler w/ Hardener

g. #150 Sand Paper

h. #120 Sand Paper

i. Raw Sienna Tinting Color for Solvent Based Acrylic Paint

j. Thalo Blue Tinting Color for Solvent Based Acrylic Paint

k. Lamp Black Tinting Color for Solvent Based Acrylic Paint

l. Red Oxide Metal Primer

m. Quick Dry Enamel (Royal Blue)

n. Paint Thinner

o. Baby Roller w/ Handle & Tray

p. 2" Steel Brush

q. 3" Paint Brush

r. 2" Paint Brush

s. Paint Tray

P





J. Total Cost

k. Total Unit Cost




SPL - 45

sq.m.

20.00

118.29 sq.m.

2.00 5.91 317.00 3,749.75


2.00 5.91 394.00 4,660.58

2.00 5.91 873.52 10,332.76

Sub-Total for B -



5.00 gals. 520.00 2,600.00

10.00 gals. 1,029.00 10,290.00

1.00 gals. 520.00 520.00

5.00 gals. 882.00 4,410.00

Total (A+B) 18,743.10

20.00


3.00 pints 105.00 315.00

1.00 pint. 105.00 105.00

2.00 doz. 151.00 302.00

2.00 doz. 151.00 302.00

4.00 gals. 452.00 1,808.00

1.00 gals. 546.00 546.00

30.00

1.00 gal. 724.00 724.00

1.00 gal. 346.00 346.00

1.00 pint. 105.00 105.00

1.00 gal. 570.00 570.00

44,367.46

375.08


41,856.10

2,511.37

-

-

1.00 pc. 33.00 33.00

1.00 pc. 27.00 27.00

1.00 set. 58.00 58.00

1.00 pc. 22.00 22.00

1.00 pc. 30.00

PROJECT NAME:

Item No./Description: SPL - 46 STRUCTURE EXCAVATION (BALUNO OPERATOR'S ROOM)



Quantity:

A. Labor

a. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

N.A.

P





J. Total Cost

k. Total Unit Cost

CONSTRUCTION/REHABILITATION/IMPROVEMENT OF DUMALON-ZAMBALES-BALUNO-CAPISAN-MALAGUTAY-

SAN ROQUE-CALARIAN-CAWIT-SINUNUC & MAASIN WATER SYSTEM PROJECT

Sub-Total for B -

Total (A+B) 1,010.88

1.80

Name and Specifications Quantity

1,071.53

373.36

Unit Unit Cost Amount

Sub-Total for E -

1,010.88

60.65

-

-




2 1.59 317.00 1,010.88


cu.m.

1.80

2.87 cu.m.

PROJECT NAME:

Item No./Description: SPL - 47 STRUCTURAL CONCRETE CLASS A (BALUNO OPERATOR'S ROOM)


Output per day: cu.m./ day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer


a. Skilled Laborer

b. Laborer

P

B. Equipment

a. One Bagger Mixer

b. Concrete Vibrator

P

C.

D. Output per day = cu.m./ day

E. Materials





e. 4" C.W. Nail

f. 3" C.W. Nail

g. 1-1/2" C.W. Nail

h. Portland Cement

i. Washed Sand

j. Gravel


P





J. Total Cost

k. Total Unit Cost

3.75 cu.m. 1,260.00 4,725.00

226.67 bd.ft. 20.00

2.00



3.00 kgs. 65.00 195.00

2.00 kg. 65.00

kg. 65.00 130.00

77.00 bags 260.00 20,020.00

71,966.88

8,466.69


67,893.28

4,073.60

7.50 cu.m. 1,050.00 7,875.00

153.33 bd.ft. 20.00 3,066.67

215.00 bd.ft. 20.00 4,300.00

4,533.33

130.00


1 0.76 1,376.00 1,044.29

14.00 shts. 800.00 11,200.00


Total (A+B) 11,718.28

11.20


317.00 3,849.29

8 0.76 317.00 1,924.64

1 0.76 1,191.04 903.91

1 0.76 873.52 662.94

4 0.76 366.00 1,111.07



cu.m.

11.20

8.50 cu.m.


2 3.04 366.00 2,222.14

4 3.04

PROJECT NAME:

Item No./Description: REINFORCING STEEL BAR, GRADE 33 (BALUNO OPERATOR'S ROOM)


Output per day: kg. /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

a. Bar Cutter

b. Bar Bender

c. Cargo Truck

P

C.

D. Output per day = kg. /day

E. Materials

a.

b.

c.

d.


P





J. Total Cost

k. Total Unit Cost



*16mm.Ø x 6.00m. Def. Reinforcing Steel Bars 113.76 kgs. 40.5 4607.28

24.000 kgs. 65.00 1560.00


#16 G.I. Tie-wire

311.47 kgs.

42,766.70

2,566.00

-

-

45,332.71

57.68


40.5 12614.54

Total (A+B) 9,375.73

1,440.00



*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars

1 0.55 2,812.00 1,534.79

1 0.55 8,816.00 4,811.76


1 0.55 1,758.00 959.51


2 0.55 366.00 399.52

8 0.55 317.00 1,384.15

Daily Rate Amount

1 0.55 524.00 286.00

1,440.00

785.95 kgs.



SPL - 48

kg.

PROJECT NAME:

Item No./Description: PLUMBING WORKS (BALUNO OPERATOR'S ROOM)


Output per day:

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

N/A

P

C.

D. Output per day =

E. Materials

1. Storm Drainage

50mm.Ø x 3.00m. PVC Pipe, Series 1000

50mm.Ø PVC Coupling, Series 1000

PVC Solvent Cement

2. Sanitary Pipe



100mm.Ø x 50mm.Ø PVC Sanitary Tee, Series 1000 1 pc. 211.00 211.00

100mm.Ø x 100mm.Ø PVC Sanitary Tee, Series 1000 4 pcs. 171.00 684.00

100mm.Ø x 100mm.Ø PVC Sanitary Wye, Series 1000 2 pcs. 211.00 422.00

50mm.Ø PVC Sanitary Coupling, Series 1000 2 pcs. 16.00 32.00

50mm.Ø x 90o PVC Sanitary Bend, Series 1000 1 pc. 37.00 37.00


3 pcs. 483.00 1,449.00

100mm.Ø x 90o PVC Sanitary Elbow Series 1000 4 pcs. 137.00 548.00

100mm.Ø PVC Sanitary Clean Out, Series 1000 2 pcs. 98.00 196.00

4 pcs. 966.00 3,864.00


4 pcs. 16.00 64.00

2 qrts. 460.00 920.00

6 pcs. 483.00 2,898.00

50mm.Ø x 90o PVC Sanitary Bend, Series 1000 8 pcs. 37.00 296.00

Total (A+B) 6,096.00


Sub-Total for B -



1 4 524.00 2,096.00

1 4 366.00 1,464.00



SPL - 49

lot

1.00 lot



2 4 317.00 2,536.00

PVC Cement Solvent

P





J. Total Cost

k. Total Unit Cost

34,487.10

34,487.10

4


32,535.00

1,952.10

-

-

0.60m. x 0.60m. Beveled Frameless Mirror 1 pc. 440.00 440.00

12mm. Shower Valve 1 pc. 525.00 525.00

100mm. x 100mm. Stainless Double Strainer Floor Drain 2 pcs. 110.00 220.00

Ceramic Soap Holder 1 pc. 280.00 280.00

12mm. Shower Head 1 pc. 1,218.00 1,218.00

Wall Mounted Type Lavatory w/ Complete Fittings &

Accs.1 unit 2,415.00 2,415.00

Ceramic Tissue Holder 1 pc. 300.00 300.00

4. Sanitary Fixtures

Flush Type Water Closet w/ Complete Fittings & Accs. 1 unit 3,550.00 3,550.00

Teflon Tape 6 rolls 34.00 204.00

12mm.Ø Brass Faucet 2 pcs. 270.00 540.00

12mm.Ø G.I. Union Patent, ANSI B16.3, Class 150

Standard

1 pc. 75.00 75.00

12mm.Ø x 90o G.I. Elbow, ANSI B16.3, Class 150 Standard 7 pcs. 19.00 133.00

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3, Class 150

Standard

4 pcs. 28.00 112.00

qrts. 460.00 1,840.00

3. Cold Pipe

12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge

Standard

3 pcs. 722.00 2,166.00


PROJECT NAME:

Item No./Description: CARPENTRY WORKS (BALUNO OPERATOR'S ROOM)


Output per day: lot /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborers

P

B. Equipment

P

C.

D. Output per day = lot /day

E. Materials

1. One Unit Cabinet

3. Hardware

4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw 4 pcs. 216.00 864.00

19mm. Thk. x 1.20m. x 2.40m. Marine Plywood 3 shts. 1,551.00 4,653.00

1" C.W. Finishing Nail 1 kg. 75.00 75.00

3pcs. - 1" x 1" x 10' Mahogany Lumber 2.5 bd.ft. 32.00 80.00

Cabinet Concealed Hinges w/ Screw 12 pcs. 60.00 720.00

Drawer Handle (Chrome) 4 pcs. 160.00 640.00

Cabinet Handle (Chrome) 4 pcs. 160.00 640.00

3" C.W. Nail 1 kg. 52.00 52.00


2. One Unit Table

Sub-Total for B -



Total (A+B) 7,560.00

0.00


6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 1 sht. 684.00 684.00


Standard

1 pc. 722.00 722.00

Daily Rate Amount

1 4.00 524.00 2,096.00


2

1.00 lot



SPL - 50

lot




4.00 366.00 2,928.00

2 4.00 317.00 2,536.00

P





J. Total Cost

k. Total Unit Cost

Pre-fabricated 0.80m. x 2.10m. Mahogany Wood Panel

Type Door w/ 50mm. x 100mm. Door Frame & 37.5mm

1 unit 4,800.00 4,800.00

38,341.00

2,300.46

-

-

40,641.46

40,641.46

4. Door Frame/Panel Door & Window Jamb

1" C.W. Nail 1 kg. 68.00 68.00

1" Finishing Nail 2 kgs. 75.00 150.00


Pre-fabricated 0.60m. X 2.10m. PVC Door w/ Door Jamb

and Hinges w/ Screw

1 unit 1,900.00 1,900.00

Pre-fab. 1.165m. X 1.45m. X 50mm. X 150mm. 2 Panel

Mahogany Wood Window Jamb

2 units 2,300.00 4,600.00

Pre-fabricated 0.80m. x 2.10m. x 50mm. x 150mm.

Mahogany Wood Door Jamb

1 unit 2,500.00 2,500.00

2" C.W. Nail 1 kg. 57.00 57.00

Drawer Lock (Heavy Duty) 4 sets 60.00 240.00

4" C.W. Nail 1 kg. 53.00 53.00

Stainless Door Knob (Heavy Duty) 2 sets 950.00 1,900.00

2-1/2" C.W. Nail 1 kg. 55.00 55.00

2" x 2" Cabinet Hinges w/ Screw 8 pcs. 65.00 520.00

PROJECT NAME:

Item No./Description: MASONRY WORKS (BALUNO OPERATOR'S ROOM)


Output per day: sq.m. /day

Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


b. Bar Cutter

P

C.

D. Output per day = sq.m. /day

E. Materials

a.

b.

c.

d.

e.

f.


P





J. Total Cost

k. Total Unit Cost

1 8.70 366.00 3,184.20

63,649.14

914.50


60,046.36

3,602.78

-

-

#16 G.I. Tie-wire 3.68 kgs. 65.00 239.32

150mm. x 200mm. x 400mm. Hollow Block (LB) 230.00 pcs. 19.00 4,370.00

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bar 184.09 kgs. 40.50 7,455.84

100mm. x 200mm. x 400mm. Hollow Block (NLB) 640.00 pcs. 14.00 8,960.00

Portland Cement 46.00 bags 260.00 11,960.00

Washed Sand 3.00 cu.m. 1,260.00 3,780.00


Total (A+B) 23,281.20

8.00


1 8.70 300.00 2,610.00


1 8.70 1,376.00 11,971.20


2 8.70 317.00 5,515.80



SPL - 51

sq.m.

8.00

69.60 sq.m.



PROJECT NAME:

Item No./Description: PLASTERING WORKS (BALUNO OPERATOR'S ROOM)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Portland Cement

b. Fine Sand

P





J. Total Cost

k. Total Unit Cost

25,430.28

1,525.82

-

-

26,956.10

193.65


40.00 bags. 260.00 10,400.00

2.25 cu.m. 1,400.00 3,146.08

16.00


Daily Rate Amount


2 8.70 317.00

Name and Capacity No. of Units No. of Days

2 8.70 366.00


SPL -52

sq.m.

16.00

139.20

-

11,884.20

Sub-Total for B

Total (A+B)

AmountNo. Person No. of Days Daily Rate

6,368.40

5,515.80

Designation

sq.m.



PROJECT NAME:

Item No./Description: TILE WORKS (BALUNO OPERATOR'S ROOM)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


P

C.


E. Materials

a.

b.

c.

d.

e.

P





J. Total Cost

k. Total Unit Cost 866.44


Tile Adhesive (25kgs./bag)

Tile Grout (2kgs./pack)

PVC Tile Trim (White)

200mm. x 200mm. Ceramic Tiles (White)

400mm. x 400mm. Granite Tiles (White) 54.00 pcs. 126.00 6,804.00

19,813.58

1,188.82

-

-

21,002.40

6.00 pack 58.00 348.00

7.00 pcs. 130.00 910.00

390.00 pcs. 15.00 5,850.00

4.00 bags 284.00 1,136.00

Total (A+B) 4,765.58

5.00




1 4.85 300.00 1,454.40


1 4.85 317.00 1,536.82


1 4.85 366.00 1,774.37


SPL - 53

sq.m.

5.00

24.24 sq.m.



PROJECT NAME:

Item No./Description: WATERPROOFING WORKS (BALUNO OPERATOR'S ROOM)


Output per day:

Quantity:

A. Labor

N.A.

P

B. Equipment

N/A

P

C.

D. Output per day =

E. Materials

P





J. Total Cost

k. Total Unit Cost

11,660.00

11,660.00


11,000.00

660.00

-

-

11 sq.m. 1,000.00 11,000.00

Total (A+B) -


Bituminous Membrane Polyester Reinforced Water

Proofing

a.

Sub-Total for B -

Sub-Total for A -


Daily Rate Amount

1.00 lot



SPL - 54

lot



PROJECT NAME:

Item No./Description: STEEL WORKS (BALUNO OPERATOR'S ROOM)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

a. Welding Machine

b. Angular Grinder

c. Cut-Off Saw

P

C.


E. Materials

a.

b.

c.

d.


P





J. Total Cost

k. Total Unit Cost


17,015.00

1,020.90

-

-

18,035.90

3,558.78

6011 Welding Rod 1 kg. 151.00 151.00

*6mm. Thk. x 20mm. x 6.00m. Flat Bar 4 pcs. 158.00 632.00

*10mm. x 10mm. x 6.00m. Square Bar 2 pcs. 216.00 432.00

*12mm. x 12mm. x 6.00m. Square Bar 11 pcs. 268.00 2,948.00

Total (A+B) 12,852.00

1.70



1 3 2,160.00 6,480.00

1 3 300.00 900.00



1 3 300.00 900.00

1 3 366.00 1,098.00

2 3 317.00 1,902.00

Daily Rate Amount

1 3 524.00 1,572.00

1.70

5.068 sq.m.



SPL - 55

sq.m.



PROJECT NAME:

Item No./Description: GLASS WORKS (BALUNO OPERATOR'S ROOM)


Output per day:

Quantity:

A. Labor

P

B. Equipment

P

C.

D.

E. Materials

a.

b.

P





J. Total Cost

k. Total Unit Cost

3,922.00

3,922.00


3,700.00

222.00

-

-

Width Smoke Glass Jalousies w/ Aluminum Holder

Supply and installation of 5.5mm thk. x 13 - Blades Smoke

Glass x 0.65m.

4 sets 800.00 3,200.00

Supply and installation of 5.5mm. Thk. x 6 Blades x 0.60m. 1 set 500.00 500.00

Total (A+B) -


Width Glass Jalousies w/ Aluminum Holder

Sub-Total for B -

Sub-Total for A -


Amount

1.00 lot

Designation No. Person No. of Days Daily Rate


SPL - 56

lot



PROJECT NAME:

Item No./Description: PAINTING WORKS (BALUNO OPERATOR'S ROOM)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

N/A

P

C.


E. Materials

a.

b.

c.

d.

e.

f.

g.

h.

i.

j.

k.

l.

m.

n.

o.

p.

q.

r. Paint Tray 1.00 pc. 30.00 30.00

Quick Dry Enamel (Royal Blue) 1.00 gal. 620.00 620.00

Paint Thinner 1.00 pc. 330.00 330.00

Baby Roller 1.00 pc. 58.00 58.00

Lamp Black Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

Red Oxide Metal Primer 1.00 gal. 570.00 570.00

Raw Sienna Tinting Color for Solvent Based Acrylic Paint 3.00 pints 105.00 315.00

Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

#120 Sand Paper 2.00 doz. 151.00 302.00

Red Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

Body Filler w/ Hardener 1.00 gal. 546.00 546.00

#150 Sand Paper 2.00 doz. 151.00 302.00

Solvent Based Acrylic Reducer 4.00 gals. 452.00 1,808.00

Lacquer Thinner 2.00 gals. 494.00 988.00

Solvent Based Acrylic Cast 5.00 gals. 520.00 2,600.00

Solvent Based Acrylic Paint Top Coat White Gloss 10.00 gals. 1,029.00 10,290.00

Concrete Neutralizer 1.00 gals. 520.00 520.00

Solvent Based Acrylic Paint Primer 5.00 gals. 882.00 4,410.00

Sub-Total for B -

Total (A+B) 13,437.12

20.00




2 6.00 366.00 4,392.00

2 6.00 317.00 3,804.00

Daily Rate Amount

1 6.00 873.52 5,241.12

20.00

120.00 sq.m.



SPL - 57

sq.m.



s.

t.

u.

P





J. Total Cost

k. Total Unit Cost

37,523.12

2,251.39

-

-

39,774.51

331.45


3" Paint Brush 1.00 pc. 33.00 33.00

2" Paint Brush 1.00 pc. 27.00 27.00

2" Steel Brush 1.00 pc. 22.00 22.00

PROJECT NAME:

Item No./Description: CONST. OF WATERPROOF SEPTIC VAULT (BALUNO OPERATOR'S ROOM)


Output per day: cu.m. /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

N/A

P

C.

D. Output per day = cu.m. /day

E. Materials

a.

b.

c.

d.

e.

f.

g.

h.

i.

j.

k.

l.

m.

n.


P





J. Total Cost

k. Total Unit Cost

54,281.70

9,923.53


1-1/2" C.W. Nail 1 kg. 63.00 63.00


Proofing

15.70 sq.m. 1,000.00 15,700.00

cu.m. 1,400.00 700.00

12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 5 shts. 800.00 4,000.00

4" C.W. Nail 2 kgs. 53.00 106.00

51,209.15

3,072.55

-

-

#16 G.I. Tie-wire 5 kgs. 65.00 325.00

Gravel (G-1) 0.75 cu.m. 1,050.00 787.50

Concrete Water Proofing Compound 9 pack 38.00 342.00

3" C.W. Nail 2 kgs. 55.00 110.00

30pcs. - 2" x 2" x 10' Coco Lumber 100 bd.ft. 20.00 2,000.00


Fine Sand (for plastering) 0.50

Washed Sand 1.5 cu.m. 1,260.00 1,890.00

Sub-Total for B -

Total (A+B) 11,340.00

0.91


*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars 107 kgs. 40.50 4,345.65



Portland Cement 25 bags 260.00 6,500.00

2 6 317.00 3,804.00

1 6 524.00 3,144.00

2 6 366.00 4,392.00



SPL - 58

cu.m.

0.91

5.47 cu.m.



PROJECT NAME:

Item No./Description: SPL - 59 STRUCTURE EXCAVATION (BANDERA OPERATOR'S ROOM)



Quantity:

A. Labor

a. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

N.A.

P





J. Total Cost

k. Total Unit Cost

1,071.53

373.36

Sub-Total for E -

1,010.88

60.65

-

-

Sub-Total for B -

Total (A+B) 1,010.88

1.80





2 1.59 317.00 1,010.88




cu.m.

1.80

2.87 cu.m.

PROJECT NAME:

Item No./Description: SPL - 60 STRUCTURAL CONCRETE CLASS A (BANDERA OPERATOR'S ROOM)


Output per day: cu.m./ day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer


a. Skilled Laborer

b. Laborer

P

B. Equipment

a. One Bagger Mixer

b. Concrete Vibrator

P

C.

D. Output per day = cu.m./ day

E. Materials





e. 4" C.W. Nail

f. 3" C.W. Nail

g. 1-1/2" C.W. Nail

h. Portland Cement

i. Washed Sand

j. Gravel


P





J. Total Cost

k. Total Unit Cost

71,966.88

8,466.69


67,893.28

4,073.60

3.75 cu.m. 1,260.00 4,725.00

7.50 cu.m. 1,050.00 7,875.00

77.00 bags 260.00 20,020.00

2.00 kg. 65.00 130.00

2.00 kg. 65.00 130.00

226.67 bd.ft. 20.00

3.00 kgs. 65.00 195.00

215.00 bd.ft. 20.00 4,300.00

4,533.33

153.33 bd.ft. 20.00 3,066.67

14.00 shts. 800.00 11,200.00


11.20

Total (A+B) 11,718.28


1 0.76 1,191.04 903.91

1 0.76 1,376.00 1,044.29



4 3.04 317.00 3,849.29

2 3.04 366.00 2,222.14

8 0.76 317.00 1,924.64

4 0.76 366.00 1,111.07

1 0.76 873.52 662.94


8.50 cu.m.

11.20

cu.m.




PROJECT NAME:

Item No./Description: REINFORCING STEEL BAR, GRADE 33 (BANDERA OPERATOR'S ROOM)


Output per day: kg. /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

a. Bar Cutter

b. Bar Bender

c. Cargo Truck

P

C.

D. Output per day = kg. /day

E. Materials

a.

b.

c.

d.


P





J. Total Cost

k. Total Unit Cost

42,766.70

2,566.00

-

-

45,332.71

57.68


#16 G.I. Tie-wire 24.000 kgs. 65.00 1560.00





1,440.00

Total (A+B) 9,375.73


1 0.55 8,816.00 4,811.76

1 0.55 2,812.00 1,534.79

1 0.55 1,758.00 959.51



8 0.55 317.00 1,384.15

2 0.55 366.00 399.52

1 0.55 524.00 286.00


785.95 kgs.

1,440.00

kg.

SPL - 61




PROJECT NAME:

Item No./Description: PLUMBING WORKS (BANDERA OPERATOR'S ROOM)


Output per day:

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

N/A

P

C.

D. Output per day =

E. Materials

1. Storm Drainage


50mm.Ø PVC Coupling, Series 1000

PVC Solvent Cement

2. Sanitary Pipe




100mm.Ø x 100mm.Ø PVC Sanitary Tee, Series 1000 4 pcs. 171.00 684.00

100mm.Ø x 100mm.Ø PVC Sanitary Wye, Series 1000 2 pcs. 211.00 422.00


50mm.Ø x 90o PVC Sanitary Bend, Series 1000 1 pc. 37.00 37.00


3 pcs. 483.00 1,449.00


100mm.Ø PVC Sanitary Clean Out, Series 1000 2 pcs. 98.00 196.00

4 pcs. 966.00 3,864.00


4 pcs. 16.00 64.00

2 qrts. 460.00 920.00

6 pcs. 483.00 2,898.00

50mm.Ø x 90o PVC Sanitary Bend, Series 1000 8 pcs. 37.00 296.00

Total (A+B) 6,096.00


Sub-Total for B -



2 4 317.00 2,536.00

1 4 524.00 2,096.00

1 4 366.00 1,464.00





SPL - 62

lot

1.00 lot

PVC Cement Solvent

P





J. Total Cost

k. Total Unit Cost

34,487.10

34,487.10


32,535.00

1,952.10

-

-

6mm. Thk. x 0.60m. x 0.60m. Beveled Frameless Mirror 1 pc. 440.00 440.00

12mm. Shower Valve 1 pc. 525.00 525.00

100mm. x 100mm. Stainless Double Strainer Floor Drain 2 pcs. 110.00 220.00


12mm. Shower Head 1 pc. 1,218.00 1,218.00

Wall Mounted Type Lavatory w/ Complete Fittings & Accs. 1 unit 2,415.00 2,415.00


4. Sanitary Fixtures


25mm. Teflon Tape 6 rolls 34.00 204.00

12mm.Ø Brass Faucet 2 pcs. 270.00 540.00

12mm.Ø G.I. Union Patent, ANSI B16.3, Class 150 Standard 1 pc. 75.00 75.00

12mm.Ø x 90o G.I. Elbow, ANSI B16.3, Class 150 Standard 7 pcs. 19.00 133.00

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3, Class 150 Standard 4 pcs. 28.00 112.00

4 qrts. 460.00 1,840.00

3. Cold Pipe

12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard 3 pcs. 722.00 2,166.00


PROJECT NAME:

Item No./Description: CARPENTRY WORKS (BANDERA OPERATOR'S ROOM)


Output per day: lot /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborers

P

B. Equipment

P

C.

D. Output per day = lot /day

E. Materials

1. One Unit Cabinet

3. Hardware





2. One Unit Table




Standard

1 pc. 722.00 722.00


3" C.W. Nail 1 kg. 52.00 52.00



6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 1 sht. 684.00 684.00


Total (A+B) 7,560.00

0.00


Sub-Total for B -



2 4.00 366.00 2,928.00

2 4.00 317.00 2,536.00

Daily Rate Amount

1 4.00 524.00 2,096.00

1.00 lot





SPL - 63

lot

P





J. Total Cost

k. Total Unit Cost

40,641.46

40,641.46


38,341.00

2,300.46

-

-

Pre-fabricated 0.60m. X 2.10m. PVC Door w/ Door Jamb

and Hinges w/ Screw

1 unit 1,900.00 1,900.00

Pre-fab. 1.165m. X 1.45m. X 50mm. X 150mm. 2 Panel

Mahogany Wood Window Jamb

2 units 2,300.00 4,600.00

Pre-fabricated 0.80m. x 2.10m. x 50mm. x 150mm.

Mahogany Wood Door Jamb

1 unit 2,500.00 2,500.00

Pre-fabricated 0.80m. x 2.10m. Mahogany Wood Panel

Type Door w/ 50mm. x 100mm. Door Frame & 37.5mm thk.

1 unit 4,800.00 4,800.00

4. Door Frame/Panel Door & Window Jamb

1" C.W. Nail 1 kg. 68.00 68.00


2-1/2" C.W. Nail 1 kg. 55.00 55.00

2" C.W. Nail 1 kg. 57.00 57.00


4" C.W. Nail 1 kg. 53.00 53.00



PROJECT NAME:

Item No./Description: MASONRY WORKS (BANDERA OPERATOR'S ROOM)



Quantity:

A. Labor

a Skilled Laborer

b. Laborer

P

B. Equipment


b. Bar Cutter

P

C.


E. Materials

a.

b.

c.

d.

e.

f.


P





J. Total Cost

k. Total Unit Cost

63,649.14

914.50


60,046.36

3,602.78

-

-

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bar 184.09 kgs. 40.50 7,455.84

#16 G.I. Tie-wire 3.68 kgs. 65.00 239.32

100mm. x 200mm. x 400mm. Hollow Block (NLB) 640.00 pcs. 14.00 8,960.00

150mm. x 200mm. x 400mm. Hollow Block (LB) 230.00 pcs. 19.00 4,370.00


Washed Sand 3.00 cu.m. 1,260.00 3,780.00


Total (A+B) 23,281.20

8.00


1 8.70 1,376.00 11,971.20

1 8.70 300.00 2,610.00



1 8.70 366.00 3,184.20

2 8.70 317.00 5,515.80

Daily Rate Amount

8.00

69.60 sq.m.





SPL - 64

sq.m.

PROJECT NAME:

Item No./Description: PLASTERING WORKS (BANDERA OPERATOR'S ROOM)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Portland Cement

b. Fine Sand

P





J. Total Cost

k. Total Unit Cost

25,430.28

1,525.82

-

-

26,956.10

193.65


40.00 bags. 260.00 10,400.00

2.25 cu.m. 1,400.00 3,146.08

Total (A+B) 11,884.20

16.00


Sub-Total for B -



2 8.70 317.00 5,515.80

Daily Rate Amount

2 8.70 366.00 6,368.40

16.00

139.20 sq.m.



SPL - 65

sq.m.



PROJECT NAME:

Item No./Description: TILE WORKS (BANDERA OPERATOR'S ROOM)



Quantity:

A. Labor

a. Skilled Laborer

b. Laborer

P

B. Equipment


P

C.


E. Materials

a.

b.

c.

d.

e.

P





J. Total Cost

k. Total Unit Cost

19,813.58

1,188.82

-

-

21,002.40

866.44


PVC Tile Trim (White) 7.00 pcs. 130.00 910.00

Tile Adhesive (25kgs./bag) 4.00 bags 284.00 1,136.00

Tile Grout (2kgs./pack) 6.00 pack 58.00 348.00

200mm. x 200mm. Ceramic Tiles (White) 390.00 pcs. 15.00 5,850.00

400mm. x 400mm. Granite Tiles (White) 54.00 pcs. 126.00 6,804.00

Total (A+B) 4,765.58

5.00




1 4.85 300.00 1,454.40


1 4.85 317.00 1,536.82


1 4.85 366.00 1,774.37


SPL - 66

sq.m.

5.00

24.24 sq.m.



PROJECT NAME:

Item No./Description: WATERPROOFING WORKS (BANDERA OPERATOR'S ROOM)


Output per day:

Quantity:

A. Labor

N.A.

P

B. Equipment

N/A

P

C.

D. Output per day =

E. Materials

a.

P





J. Total Cost

k. Total Unit Cost

11,000.00

660.00

-

-

11,660.00

11,660.00




Proofing

11 sq.m. 1,000.00 11,000.00

Sub-Total for B -

Total (A+B) -


Sub-Total for A -





SPL - 67

lot

1.00 lot

PROJECT NAME:

Item No./Description: STEEL WORKS (BANDERA OPERATOR'S ROOM)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

a. Welding Machine

b. Angular Grinder

c. Cut-Off Saw

P

C.


E. Materials

a.

b.

c.

d.

P





J. Total Cost

k. Total Unit Cost

17,015.00

1,020.90

-

-

18,035.90

3,558.78


6mm. Thk. x 20mm. x 6.00m. Flat Bar 4 pcs. 158.00 632.00

6011 Welding Rod 1 kg. 151.00 151.00

10mm. x 10mm. x 6.00m. Square Bar 2 pcs. 216.00 432.00

12mm. x 12mm. x 6.00m. Square Bar 11 pcs. 268.00 2,948.00


Total (A+B) 12,852.00

1.70


1 3 300.00 900.00


1 3 2,160.00 6,480.00

1 3 300.00 900.00


2 3 317.00 1,902.00

1 3 524.00 1,572.00

1 3 366.00 1,098.00





SPL - 68

sq.m.

1.70

5.068 sq.m.

PROJECT NAME:

Item No./Description: GLASS WORKS (BANDERA OPERATOR'S ROOM)


Output per day:

Quantity:

A. Labor

P

B. Equipment

P

C.

D. Output per day = 0 0

E. Materials

a.

b.

P





J. Total Cost

k. Total Unit Cost

3,700.00

222.00

-

-

3,922.00

3,922.00

-


Supply and installation of 5.5mm. Thk. x 6 Blades x 0.60m. 1 set 500.00 500.00

Width Smoke Glass Jalousies w/ Aluminum Holder

Supply and installation of 5.5mm thk. x 13 - Blades Smoke

Glass x 0.65m.

4 sets 800.00 3,200.00

Width Glass Jalousies w/ Aluminum Holder

Total (A+B) -

0.00


Sub-Total for B

Sub-Total for A -


Amount

1.00 lot

Designation No. Person No. of Days Daily Rate




SPL - 69

lot

PROJECT NAME:

Item No./Description: PAINTING WORKS (BANDERA OPERATOR'S ROOM)



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

N/A

P

C.


E. Materials

a.

b.

c.

d.

e.

f.

g.

h.

i.

j.

k.

l.

m.

n.

o.

p.

q.

r. Paint Tray 1.00 pc. 30.00 30.00

Quick Dry Enamel (Royal Blue) 1.00 gal. 620.00 620.00

Baby Roller w/ Handle 1.00 pc. 58.00 58.00

1.00 pc. 330.00 330.00Paint Thinner

Lamp Black Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

Red Lead Paint Primer 1.00 gal. 570.00 570.00

Raw Sienna Tinting Color for Solvent Based Acrylic Paint 3.00 pints 105.00 315.00

Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

#120 Sand Paper 2.00 doz. 151.00 302.00

Red Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

Body Filler w/ Hardener 1.00 gal. 546.00 546.00

#150 Sand Paper 2.00 doz. 151.00 302.00

Solvent Based Acrylic Reducer 4.00 gals. 452.00 1,808.00

Lacquer Thinner 2.00 gals. 494.00 988.00

Solvent Based Acrylic Cast 5.00 gals. 520.00 2,600.00

Solvent Based Acrylic Paint Top Coat White Gloss 10.00 gals. 1,029.00 10,290.00

Concrete Neutralizer 1.00 gals. 520.00 520.00

Solvent Based Acrylic Paint Primer 5.00 gals. 882.00 4,410.00

Total (A+B) 13,437.12

20.00


Sub-Total for B -



2 6.00 317.00 3,804.00

1 6.00 873.52 5,241.12

2 6.00 366.00 4,392.00





SPL - 70

sq.m.

20.00

120.00 sq.m.

s.

t.

u.

P





J. Total Cost

k. Total Unit Cost

37,523.12

2,251.39

-

-

39,774.51

331.45


3" Paint Brush 1.00 pc. 33.00 33.00

2" Paint Brush 1.00 pc. 27.00 27.00

2" Steel Brush 1.00 pc. 22.00 22.00

PROJECT NAME:

Item No./Description: CONSTRUCTION OF SEPTIC VAULT (BANDERA OPERATOR'S ROOM)


Output per day: cu.m. /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

P

B. Equipment

N/A

P

C.

D. Output per day = cu.m. /day

E. Materials

a.

b.

c.

d.

e.

f.

g.

h.

i.

j.

k.

l.

m.

n.


P





J. Total Cost

k. Total Unit Cost

4" C.W. Nail 2 kgs. 53.00

0.50 cu.m. 1,400.00 700.00

51,209.15

3,072.55

12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 5 shts. 800.00 4,000.00

-

-

54,281.70

9,923.53


1-1/2" C.W. Nail 1 kg. 63.00 63.00

Bituminous Membrane Polyester Reinforced Water Proofing 15.70 sq.m. 1,000.00 15,700.00

3" C.W. Nail 2 kgs. 55.00 110.00

*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars 107 kgs. 40.50 4,345.65

#16 G.I. Tie-wire 5 kgs. 65.00 325.00

Gravel (G-1) 0.75 cu.m. 1,050.00 787.50

106.00

Concrete Water Proofing Compound 9 pack 38.00 342.00



Fine Sand (for plastering)

Amount


Washed Sand 1.5 cu.m. 1,260.00 1,890.00

Total (A+B) 11,340.00

0.91


2 6 317.00 3,804.00

Sub-Total for B -

1 6 524.00 3,144.00

2 6 366.00 4,392.00


Name and Capacity No. of Units No. of Days Daily Rate





SPL - 71

cu.m.

0.91

5.47 cu.m.

PROJECT NAME:

Item No./Description: EMBANKMENT (BALUNO)



Quantity:

A. Labor

b. Laborer

P

B. Equipment

a. Tamper Rammer

b. Water Truck (1000 gal.)

P

C.


E. Materials

a. Filling Materials

(Filling Materials for Baluno Ground Tank)

P





J. Total Cost

k. Total Unit Cost

244,833.50

789.79


230,975.00

13,858.50

-

-

420.00 cu.m. 275.00 115,500.00


Total (A+B) 115,475.00

16.00


1 1.94 8,520.00 16,507.50


2 19.38 1,920.00 74,400.00





SPL - 5

cu.m.

16.00

310.00 cu.m.

4 19.38 317.00 24,567.50


PROJECT NAME:

Item No./Description: PIPELINE & APPURTENANCES (BALUNO)


Output per day: lotday

Quantity:

A. Labor

a.Skilled Worker

b.Laborer

P

B. Equipment

a.Welding Machine w/ Cutting Outfit

P

C.

D. Output per hour = lotday

E. Materials

Pipeline

100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R.

D2

100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard)

100mmØ x 100mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125

100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125

100mmØ Steel Blind Flange in accordance w/ AWWA C207 Class D Std.

100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std.

100mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI)

5/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer

6mm Thk Rubber Gasket

D3








D4, D5 & D8

100mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.

D6 (Drain & Overflow Pipe)


250mmØ x 250mmØ C.I. Tee, F/F

Designation No. PersonNo. of Days Daily Rate Amount




SPL - 72

lot

1.00 lot


3 4.00 366.00 4,392.00

6 4.00 317.00 7,608.00

Name and Capacity No. of UnitsNo. of Days Daily Rate Amount

1 2.00 2,160.00 4,320.00


Total (A+B) 16,320.00

0.00


1.00 pc. 7,269.00 7,269.00

1.00 pc. 3,900.00 3,900.00

7.00 pcs. 2,483.00 17,381.00

1.00 pc. 473.00 473.00

1.00 pc. 3,633.00 3,633.00

1.00 pc. 2,746.00 2,746.00

1.00 pc. 520.00 520.00

1.00 pc. 7,269.00 7,269.00

24.00 pcs. 95.00 2,280.00

3.00 kgs. 85.00 255.00

1.00 pc. 473.00 473.00

2.00 pcs. 3,633.00 7,266.00

1.00 pc. 3,900.00 3,900.00

2.00 pc. 2,746.00 5,492.00

24.00 pcs. 95.00 2,280.00

3.00 kgs. 85.00 255.00

2.00 pcs. 19,554.00 39,108.00

2.00 pcs. 19,465.00 38,930.00

8.00 pcs. 524.00 4,192.00

250mmØ C.I. Body Gate Valve, F/F, PN16, NRS


250mmØ C.I. Sleeve Type Flexible Coupling (B.I.)


D7 (Distribution Pipe)




100mmØ C.I. Sleeve Type Flexible Coupling (PVC-B.I.)


Ind. Oxygen (Content)

Acetylene (Content)

P





J. Total Cost

k. Total Unit Cost

4.00 pcs. 13,671.00 54,684.00

120.00 pcs. 137.00 16,440.00

2.00 pcs. 37,059.00 74,118.00

10.00 pc. 1,150.00 11,500.00

2.00 pcs. 8,956.00 17,912.00

4.00 pc. 473.00 1,892.00

2.00 pcs. 7,269.00 14,538.00

4.00 cyls. 750.00 3,000.00

2.00 cyls. 1,500.00 3,000.00

2.00 pcs. 3,633.00 7,266.00

32.00 pcs. 95.00 3,040.00

393,611.92

393,611.92


371,332.00

22,279.92

-

-

Amount




12,000.00

4,392.00

7,608.00

Amount

4,320.00

4,320.00

16,320.00

Amount

7,269.00

3,900.00

17,381.00

473.00

3,633.00

2,746.00

520.00

7,269.00

2,280.00

255.00

473.00

7,266.00

3,900.00

5,492.00

2,280.00

255.00

39,108.00

38,930.00

4,192.00

54,684.00

16,440.00

74,118.00

11,500.00

17,912.00

1,892.00

14,538.00

3,000.00

3,000.00

7,266.00

3,040.00

393,611.92

393,611.92

355,012.00

371,332.00

22,279.92

-

-

PROJECT NAME:

Item No./Description: PIPELINE & APPURTENANCES (BANDERA)


Output per day: lotday

Quantity:

A. Labor

a.Skilled Worker

b.Laborer

P

B. Equipment

a.Welding Machine w/ Cutting Outfit

P

C.

D. Output per hour = lotday

E. Materials

Pipeline



D2




150mmØ Steel Blind Flange in accordance w/ AWWA C207 Class D Std.





D3








D4, D5 & D8



Designation No. PersonNo. of Days Daily Rate Amount




SPL - 73

lot

0.25

1.00 lot


3 4.00 366.00 4,392.00

6 4.00 317.00 7,608.00

Name and Capacity No. of UnitsNo. of Days Daily Rate Amount

1 2.00 2,160.00 4,320.00

1.00 pc. 6,331.00 6,331.00

1.00 pc. 3,276.00 3,276.00


Total (A+B) 16,320.00

0.25


1.00

pcs. 115.00 2,760.00

3.00 kgs. 85.00 255.00

1.00 pc. 780.00 780.00

1.00 pc. 568.00 568.00

1.00

4.00

4.00 pcs. 2,204.00 551.00

8,645.00

2.00

24.00 pcs. 115.00 2,760.00

3.00 kgs. 85.00 255.00

6,552.00

1.00

2.00 pcs. 5,842.00 11,684.00

1.00

6,331.00

pc. 8,645.00

6,331.00

24.00

8,645.00

1.00 pc.

5.00 pcs.

2.00 pcs.

4,610.00

2,483.00

23,050.00

4,966.00

pc. 3,276.00

pcs. 2,315.00 9,260.00

pc. 568.00 568.00

pc. 8,645.00

pc. 5,842.00 5,842.00

D6 (Drain & Overflow Pipe)


250mmØ x 250mmØ C.I. Tee, F/F



250mmØ C.I. Sleeve Type Flexible Coupling (B.I.)


D7 (Distribution Pipe)




100mmØ C.I. Sleeve Type Flexible Coupling (PVC-B.I.)


Ind. Oxygen (Content)

Acetylene (Content)

P





J. Total Cost

k. Total Unit Cost

39,108.00

11,500.00

pcs. 13,671.00 54,684.00

pcs. 19,554.00

pc.

3,633.00

pcs.


19,465.00

32.00

120.00

2.00

2.00

4.00

2.00

2.00

2.00

2.00

10.00

4.00

pcs. 95.00 3,040.00

pc.

pcs.

cyls. 1,500.00 3,000.00

750.00 3,000.00 4.00

406,480.00

24,388.80

-

-

430,868.80

430,868.80

473.00 1,892.00

7,266.00

1,150.00

2.00

cyls.

38,930.00

pcs. 37,059.00 74,118.00

14,538.00

pcs. 8,956.00 17,912.00

pcs. 137.00 16,440.00

pcs. 7,269.00

PROJECT NAME:




Quantity:

A. Labor

Including in the Package

P

B. Equipment


P

C.


E. Materials

Specifications:

1. Mobilization, demobilization, Labor, Tools, Equipment, Testing of Materials

& other cost contingency shall be included in this Item of work

2. Tank Concrete Foundation shall be designed as per National Structural

Code of the Philippines (NSCP) & constructed by the winning bidder and shall

conform to proposed site development and actual site soil condition

3. Three Hundred (300) Cu. M. Usable Capacity Steel Tank for Potable Water w/ complete

accessories

4. Materials shall be high tensile steel sheets with minimum 70,000psi

yield strength

5. Pipe Stub-out Connection:

1 unit - Modular Tank for Bandera: 2 units-100mmØ, 2 units -150mmØ, 2 units - 250mmØ

1 unit - Modular Tank for Baluno: 4 units-100mmØ, 2 units - 250mmØ

6. Tank Designed as per NSCP 2010 (or Latest Edition)

Seismic Zone 4

150mph Wind Load

other parameter & factor shall refer to NSCP 2010 (or Latest Edition)

7. Reference Standard:

NSCP 2010

AS/NZS 4020:1999

EN ISO 28765:2011

ANSI/AWWA D103-09

or other equivalent standards for Modular Tank

8. During bidding, the bidder shall provide the site development showing the proposed location

of Modular Tank & required to show sample wall pannel.

Note: See Attached ZCWD Baluno & Bandera Ground Tank Site Development Plan

P





J. Total Cost

k. Total Unit Cost




SPL - 74

unit

2.00 units

SUPPLY/CONST./TESTING/DISINFECT./COMM. OF 300 CU.M. MODULAR TANK (FOR

BALUNO & BANDERA)

Sub-Total for A -


Amount

a. SUPPLY/CONST./LEAKAGE TESTING/DISINFECT./ COMM.

OF 300 CU.M. MODULAR TANK (1 UNIT FOR BALUNO & 1

UNIT FOR BANDERA)

Name and Capacity No. of Units No. of Days Daily Rate

Name and Specifications Quantity Unit Unit Cost

2.00 units 5,500,000.00

Amount

Sub-Total for B -

Total (A+B) -

0.00

11,000,000.00

11,660,000.00

5,830,000.00

Sub-Total for E 11,000,000.00

11,000,000.00

660,000.00

-

-

PROJECT NAME:

Item No./Description: SUPPLY & INST. OF 40GPD HYPOCHLORINATOR (BANDERA & BALUNO)



Quantity:

A. Labor


P

B. Equipment


P

C.


E. Materials

Specs:

"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tank

with stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 psig,

mechanical diaphragm type and oil bathed gear assembly, driven by

electric motor, 230V, single phase, 60 Hz. With complete standard

suction & discharge accessories:

- 4 ft. Suction Tubing, clear PVC, 7/16"OD

- 8 ft. Discharge Tubing, P.E., 1/2" OD

- 1 set Back check Valve & Injection Fittings

- 1 set Foot Valve with strainer

- 1 pc. Bleed Valve

Provision for Chlorinator Injection Fittings:

50mm.Ø G.I. Coupling, ANSI B16.3 Class 150

50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std.

50mm.Ø G.I. Cap, ANSI B16.3 Class 150


19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150

12mm.Ø G.I. Plug, ANSI B16.3 Class 150

Pressure Gauge Assembly:

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3 Class 150



SPL - 75

lot

1.00

2.00 lots



Sub-Total for A -



Total (A+B) -

1.00


Sub-Total for B -

2.00 pc. 97.00 194.00

2.00 lots 90,000.00 180,000.00

2.00 pc. 25.00 50.00

2.00 pc. 19.00 38.00

2.00 pc. 136.00 272.00

2.00 pc. 63.00 126.00

4.00 pc. 25.00 100.00

2.00 pc. 19.00 38.00

4.00 pc. 28.00 112.00

SUPPLY & INST. OF 40GPD HYPOCHLORINATOR (BANDERA &

BALUNO)

12mm.Ø x 100mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std.

12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150

12mm.Ø G.I. Plug, ANSI B16.3 Class 150

12mm.Ø Brass Ball Valve

63mm.Ø Oil-filled Pressure Gauge (0-150 psi)

P





J. Total Cost

k. Total Unit Cost

4.00 pc. 20.00 80.00

2,000.00 8,000.00

4.00 pc. 10.00 40.00

4.00 pc. 19.00 76.00

246,851.80

14,811.11

-

-

261,662.91

130,831.45


2.00 lot 56,965.80 56,965.80 Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of

Appurtenances, preparation of Pressure Gauge assy. and provision for

Chlorinator Injection Fittings.

4.00 pc. 190.00 760.00

4.00 pc.

PROJECT NAME:



Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment



c. Bar Cutter

P

C.


E. Materials

a. Supply & Installation of 100mmØ Differential Float Controlled Valve, F/F

w/ 2-Units Steel Ring Flange & Complete Bolts, Nuts & Washers

Specifications:

The valve will be controlled by a differential float-operated, maximum differential level of

4.00 meters & a maximum flowrate equals to 40.00 LPS

The differential float controlled valve will be installed below the water level, constructed with

concrete valve box

The valve will be a hydraulically operated, diaphragm actuated,

Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in

accordance w/ ANSI

Maximum pressure rating of PN16 (230 psi)

b. 100mmØ C.I. Sleeve Type Flexible Coupling, (C.I.-B.I.)

c. 6mm thk Rubber Gasket

d. 16mmØ x 100mm Anchor Bolts w/ Nuts & Washer

Construction of concrete valve box 1.00 unit

e. Portland Cement

f. Washed Sand

g. Gravel (G1)

h. *16mmØ x 6.00m Deformed Reinf. Steel Bar

i. #16 GI Tie Wire

j. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304)

110.00

170.00

1,760.00


1 4.00 972.00 3,888.00

1 0.40 8,520.00



1 4.00 1,376.00 5,504.00




SPL - 76

unit

0.25

1.00 units

3 4.00 366.00 4,392.00

6 4.00 317.00 7,608.00

SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VALVE & CONST. OF CONC.

VALVE BOX (BALUNO)


3,408.00


Total (A+B) 24,800.00

0.25


1.00 unit 179,160.00 179,160.00

2.00 pcs. 3,633.00 7,266.00

2.00

16.00

kgs.

pcs.

85.00

14.00

0.75

1.50

227.52

5.00

1.00

bags

cu.m.

cu.m.

kgs.

kgs.

pc.

3,640.00

945.00

1,575.00

9,214.56 40.50

65.00 325.00

12,500.00

260.00

1,260.00

1,050.00

12,500.00

k. 8mmØ x 6.00m M.S. Plain Round Bar

l. 16mmØ x 6.00m M.S. Plain Round Bar

m. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std.

n. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar

o. *12mm Thk x 1.20m x 2.40m Ordinary Plywood

p. 2" x 2" x 10' Coco Lumber

q. 2" x 3" x 10' Coco Lumber

r. 2" x 4" x 10' Coco Lumber

s 4" C.W. Nail

t. 3" C.W. Nail

u. 1-1/2" C.W. Nail

v. Welding Rod (6011)


P





J. Total Cost

k. Total Unit Cost

270,294.76

270,294.76

0.50 kg. 151.00 75.50


254,995.06

15,299.70

-

-

33.00

50.00

67.00

1.00

0.50

0.50

1.00

5.00

1.00

2.00

3.00

kg.

kg.

bd.ft.

bd.ft.

bd.ft.

kg.

pcs.

shts.

pc.

pcs.

pc.

20.00

63.00

495.00

2,267.00

1,575.00

800.00

20.00

20.00

31.50

2,400.00

660.00

1,000.00

1,340.00

53.00

27.50

53.00

55.00

160.00

2,475.00

2,267.00

3,150.00

160.00

PROJECT NAME:



Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment



c. Bar Cutter

P

C.


E. Materials

a. Supply & Installation of 150mmØ Differential Float Controlled Valve, F/F


Specifications:

The valve will be controlled by a differential float-operated, maximum differential level of

4.00 meters & a maximum flowrate equals to 40.00 LPS

The differential float controlled valve will be installed below the water level, constructed with

concrete valve box


Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in

accordance w/ ANSI


b. 150mmØ C.I. Sleeve Type Flexible Coupling, (C.I.-B.I.)

d. 6mm thk Rubber Gasket

e. 16mmØ x 100mm Anchor Bolts w/ Nuts & Washer

Construction of concrete valve box 1 unit

f. Portland Cement

g. Washed Sand

h. Gravel (G1)

i. *16mmØ x 6.00m Deformed Reinf. Steel Bar

j. #16 GI Tie Wire

k. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304)


4.00 1,376.00 5,504.00

No. of Days Daily Rate Amount

4.00 317.00 7,608.00

1 4.00 972.00 3,888.00

1 0.40




SPL - 77

unit

0.25

1.00 units

3 4.00 366.00 4,392.00

6

SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VALVE & CONST. OF CONC. VALVE

BOX (BANDERA)


Designation No. Person

8,520.00 3,408.00



1


Total (A+B) 24,800.00

0.25


1.00 unit 342,600.00 342,600.00

2.00

2.00

16.00

pcs.

kgs.

pcs.

5,500.00

85.00

110.00

11,000.00

170.00

1,760.00

1.50 cu.m. 1,050.00 1,575.00

227.52 kgs. 40.50 9,214.56

14.00 bags 260.00 3,640.00

0.75 cu.m. 1,260.00 945.00

1.00 pc. 160.00 160.00

5.00 kgs. 65.00 325.00

1.00 pc. 12,500.00 12,500.00

m. 16mmØ x 6.00m M.S. Plain Round Bar

n. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std.

o. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar

p. *12mm Thk x 1.20m x 2.40m Ordinary Plywood



s. 2" x 4" x 10' Coco Lumber

t. 4" C.W. Nail

u. 3" C.W. Nail

v. 1-1/2" C.W. Nail

w. Welding Rod (6011)


P





J. Total Cost

k. Total Unit Cost

5.00 pcs. 495.00 2,475.00

3.00 shts. 800.00 2,400.00

33.00 bd.ft. 20.00 660.00

1.00 pc. 2,267.00 2,267.00

1.00 pcs. 1,575.00 1,575.00

1.00 kg. 53.00 53.00

0.50 kg. 55.00 27.50

50.00 bd.ft. 20.00 1,000.00

67.00 bd.ft. 20.00 1,340.00

445,829.70

445,829.70


420,594.06

25,235.64

-

-

0.50 kg. 63.00 31.50

0.50 kg. 151.00 75.50

PROJECT NAME:



Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment



c. Bar Cutter

P

C.


E. Materials

a. Supply & Installation of 100mmØ Full Bore Electromagnetic Flowmeter F/F,


Specifications:

100mmØ Electro-Magnetic Flowmeter, ANSI 16.5, Class-150,

Flanged-Typed, Transmitter accuracy of 0.40% of rate, with highly

accurate bi-directional measurements, battery powered, with internal

battery pack of five (05) years maintenance free battery life.

Complete with two (02) mating flanges and the desired stainless steel

bolts, nuts, washers with rubber gaskets. Unit is remote-type with

complete accessories and with integrated GSM Data Logger

(wall-mounted typed signal converter) which records/logs the flow &

pressure, and is compatible with the sensor EM Flowmeter

with a recording interval programmable between 1 second

& 1 hour. EM Flowmeter & Logger housing is fully water proofed (IP68).

Data can be accessed remotely using a standard GSM mobile phone

thru simple text message to the host computer provided with a

windows-based software which can monitor multiple data loggers.

24 months warranty, with Wet Calibration Certificate per unit upon delivery.

The unit includes the following accessories:

Fifty (50) meters flow input cable with pvc conduit up to the pump house,

communication cable, Windows-based configuration software for PC's,

Two channel flow splitter cable (50 meters), 50 meters hose for pressure

line with fittings (quick fit connection).

Note: Package includes Orientation & Training of personnel

100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC)

pcs.

3,915.00

2,541.00

15,660.00

10,164.00

4.00 units 286,000.00 1,144,000.00

4.00

4.00

pcs.


1 16.00 1,376.00 22,016.00


Total (A+B) 99,200.00

0.25




SPL - 78

unit

0.25

4.00 units

3 16.00 366.00 17,568.00

6 16.00 317.00 30,432.00

100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/

ANSI B16.1 Class 125

SUPPLY, CONST. & INST. OF 100MMØ FLOWMETER W/ CONC. VALVE BOX (FOR BALUNO &

BANDERA)




1 16.00 972.00 15,552.00

1 1.60 8,520.00 13,632.00


6mm thk Rubber Gasket

16mmØ x 100mm Anchor Bolts w/ Nuts & Washer

Construction of concrete valve box 4 units

e. Portland Cement

f. Washed Sand

g. Gravel (G1)

h. *16mmØ x 6.00m Deformed Reinf. Steel Bar

i. #16 GI Tie Wire

j. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304)

k. 8mmØ x 6.00m M.S. Plain Round Bar


m. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std.

n. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar

o. *12mm Thk x 1.20m x 2.40m Ordinary Plywood

p. 2" x 2" x 10' Coco Lumber



s 4" C.W. Nail

t. 3" C.W. Nail

u. 1-1/2" C.W. Nail

v. Welding Rod (6011)


P





J. Total Cost

k. Total Unit Cost

64.00 pcs. 120.00 7,680.00

kgs. 75.00 750.00

1,450,050.42

362,512.60

10.00

1.00 kg. 53.00 53.00

0.50 kg. 55.00 27.50

50.00 bd.ft. 20.00 1,000.00

67.00 bd.ft.

Sub-Total for E 1,268,772.09

1,367,972.09

82,078.33

-

-

0.50 kg. 63.00 31.50

2.00 kg. 151.00 302.00

20.00 1,340.00

9.00 shts. 800.00 7,200.00

33.00 bd.ft. 20.00 660.00

1.00 pc. 2,267.00 2,267.00

2.00 pcs. 1,575.00 3,150.00

1.00 pc. 160.00 160.00

10.00 pcs. 495.00 4,950.00

17.06 kgs. 65.00 1,109.16

1.00 pc. 12,500.00 12,500.00

4.89 cu.m. 1,050.00 5,133.33

853.20 kgs. 40.50 34,554.60

50.00 bags 260.00 13,000.00

2.44 cu.m. 1,260.00 3,080.00

PROJECT NAME:

Item No./Description: CONSTRUTION OF DRIVEWAY (BALUNO & BANDERA)



Quantity:

A. Labor


b. Skilled Worker

c. Laborer

P

B. Equipment




d. Tamper Rammer

e. Motorized Road Grader

P

C.


E. Materials

a. Portland Cement (Type 1P)

b. Washed Sand

c. Gravel (311A)

d. Item 201 (Aggregates Base Course)

e. *16mmØ x 6.00m Deformed Reinforced Steel Bar

f. 2" x 6" x 10' Coco Lumber

g. 2" x 2" x 10' Coco Lumber

h. 3" C.W. Nail


P





J. Total Cost

k. Total Unit Cost


SPL - 79

cu.m.

11.20

27.90 cu.m.

1 2.49 873.52 2,176.00





2 2.49 366.00 1,823.46

4 2.49 317.00 3,158.68


1 2.49 1,376.00 3,427.71

1 2.49 1,920.00 4,782.86

1 2.49 972.00 2,421.32

1 0.25 8,520.00 2,122.39

1 2.00 17,384.00 34,768.00


Total (A+B) 54,680.43

11.20


24.50 cu.m. 1,050.00 25,725.00

20.50 cu.m. 682.00 13,981.00

257.00 bags 260.00 66,820.00

12.25 cu.m. 1,260.00 15,435.00

100.00 bd.ft. 20.00 2,000.00

33.00 bd.ft. 20.00 660.00

9.48 kgs. 40.50 383.94

190,524.79

6,828.85


179,740.37

10,784.42

-

-

1.00 kg. 55.00 55.00

PROJECT NAME:

Item No./Description: LANDSCAPING WORKS (BALUNO & BANDERA)



Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. Carabao Grass

b. Garden Soil

P





J. Total Cost

k. Total Unit Cost



SPL - 80

sq.m.

10.00

258.00 sq.m.




1 25.80 366.00 9,442.80

2 25.80 317.00 16,357.20


258.00 sq.m. 315.00 81,270.00

30.00 cu.m. 1,260.00 37,800.00

Sub-Total for B -

Total (A+B) 25,800.00

10.00



144,870.00

8,692.20

-

-

153,562.20

595.20

PROJECT NAME :

Item No./Description: SPL - 81 SUPPLY, TESTING & INST. OF KW-HR METER, RACEWAY AND ACCS.

Unit of Measurement: lot

Output per day: 1.00 lot /day

Quantity: 1.00

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

a. Boom Truck w/ fuel & driver

P

C.

D. Output per day = lot

E. Materials

a. 35 Footer Round Centrifugal Prestressed Concrete

Pole or Galvanized Steel Pole

Minimum Break Load : 500 kgs.

Top Diameter : 140 mm

Butt Diameter : 368 mm

b. Kiliwatthour Meter (Digital), 250 Volts, 1 Phase, Assy,

GE Class 200, 5 jaw, complete w/ Rectangular Base

c. Testing/Calibration FEE

d. 25mmØ Entrance Cap

e. 25mmØ x 3m RSC Conduit Pipe

f. 25mmØ RSC Male Adaptor

g. 25mmØ Locknut

h. 25mmØ Conduit Pipe Clamp

i. Single Wire, Secondary Rack w/ Spool Insulator

P





J. Total Cost

k. Total Unit Cost


lot





1 1.00 366.00 366.00

1 1.00 317.00 317.00


1 1.00 8,562.00 8,562.00


Total (A+B) 9,245.00

1.00


assy. 1 8,160.00 8,160.00

lot 1 300.00 300.00

unit 1 18,207.00 18,207.00

pc. 1 8.00 8.00

pc. 1 6.00 6.00

pc. 1 41.00 41.00

pc. 1 367.00 367.00


pcs. 4 7.00 28.00

pc. 1 183.00 183.00

36,545.00

2,192.70

-

-

38,737.70

38,737.70

PROJECT NAME :

SPL - 82

Unit of Measurement: ln.m.

Output per day: 350.00 ln.m. /day

Quantity: 700.00

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.

D. Output per day = ln.m.

E. Materials

a. 50mmØx6m ASTM A53-90A Heavy Guage G.I.Pipe

b. Service Entrance Cable (Drop Wire) #6

Single wire, Secondary Rack w/ Spool Insulator

10mmØ x 6m Deformed Steel Bar

Portland Cement

Sand

Gravel

P





J. Total Cost

k. Total Unit Cost


ln.m.




SUPPLY, STRINGING & LAY-OUTING OF APPROX. 700 L.M. 1Ø LINE W/ 6 UNITS PEDESTAL

AND ACCS:



2 2.00 366.00 1,464.00

4 2.00 317.00 2,536.00


Sub-Total for B -

Total (A+B) 4,000.00

350.00


pc. 6 183.00 1,098.00

pcs. 12 180.00 2,160.00

pcs. 3 2,829.00 8,487.00

mtrs. 700 20.00 14,000.00

m3

3 900.00 2,700.00

bags 6 260.00 1,560.00

m3

2 900.00 1,800.00


35,805.00

2,148.30

-

-

37,953.30

54.22

PROJECT NAME :

Item No./Description: SPL - 83 SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATOR'S ROOM



Quantity: 1.00

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. 60 Amperes Main Circuit Breaker, 1 Ø, 250 V, Panel

Board enclosed in Powder Coated Finished

Panel Box with 5 Single Phase Branches of:

1 sets - 15 Amps. Branch


b. 8.0mm2 THW Stranded Wire

c. 3.5mm2 TW Stranded Wire

d. 2.0mm2 TW Stranded Wire

e. 25mmØ Entrance Cap

f. 25mmØ x 3m PVC Conduit Pipe

g. 25mmØ x 90o PVC Long Sweep Elbow

h. 25mmØ PVC Male Adaptor

i. 25mmØ Locknut

j. 20mmØ Flexible Conduit

k. 20mmØ x 3m PVC Conduit Pipe

l. 20mmØ x 90o PVC Long Sweep Elbow

m. 20mmØ PVC Male Adaptor

n. 20mmØ PVC Coupling

o. 20mmØ Locknut

p.

q. Single Wire, Secondary Rack w/ Spool Insulator

r. Surface Type Reflectorized Fluorescent

Luminaire with 1x40W Flourescent Tube

s. 23 Watts 3U CFL with Capsule

t. 16" Ceiling Orbit Fan, Industrial Type


lot





1 7.00 366.00 2,562.00

1 7.00 317.00 2,219.00


Sub-Total for B -

Total (A+B) 4,781.00

0.14


set 1 5,766.00 5,766.00

mtrs. 60 84.00 5,040.00

pc. 1 41.00 41.00

pc. 1 131.00 131.00

mtrs. 100 32.00 3,200.00

mtrs. 75 23.00 1,725.00

pc. 1 6.00 6.00

mtrs. 48 8.00 384.00

pc. 1 26.00 26.00

pc. 1 8.00 8.00

pcs. 12 6.00 72.00

pcs. 8 5.00 40.00

pcs. 15 86.00 1,290.00

pcs. 10 17.00 170.00

pcs. 12 4.00 48.00

Welding Machine Outlet pc. 1 1,472.00 1,472.00

pcs. 2 1,132.00 2,264.00

pc. 3 148.00 444.00

pc. 1 142.00 142.00

pcs.

pc. 1 2,200.00 2,200.00

u. Switch 1-Gang w/ plate (flush type)

v. Switch 2-Gang w/ plate (flush type)

w. Ceiling Socket with screw

x. Duplex Convenience Outlet w/ plate (flush type)

y. Duplex Convenience Outlet w/ plate -

weatherproof (flush type)

z. 2" x 4" x 2" PVC Utility Box ( H.D.)

a1. 4" x 4" PVC Junction Box ( H.D.) w/ Cover

b1. #16 G.I. Tie Wire

c1. PVC Solvent Cement

d1. 1/4" Camridge / Mica Tube

e1. 0.8mm x 19mm x 8m Polytype Electrical Tape

d1. 0.8mm x 19mm x 8m Rubber Tape

P





J. Total Cost

k. Total Unit Cost

pcs. 2 107.00 214.00

pcs. 3 31.00 93.00

pcs. 2 90.00 180.00

pcs. 1 173.00 173.00

pcs. 9 21.00 189.00

pc. 3 107.00 321.00

pcs.

qrt. 0.5 460.00 230.00

mtrs. 1 13.00 13.00

pcs. 6 24.00 144.00

kgs. 2 75.00 150.00


31,236.00

1,874.16

-

-

pcs. 3 25.00 75.00

pcs. 2 102.00 204.00

33,110.16

33,110.16

PROJECT NAME :

Item No./Description: SPL - 84 SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE, SIGNAGE & PERIMETER LIGHTINGS



Quantity: 1.00

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. 3.5mm2 TW Stranded Wire

b. 20mmØ x 3m PVC Conduit Pipe

c. 20mmØ x 90o PVC Long Sweep Elbow

d. 20mmØ PVC Male Adaptor

e. 20mmØ PVC Coupling

f. 20mmØ Locknut

g. Surface Type Reflectorized Fluorescent Luminaire with 1x20 Watts Fluorescent Tube

h. 23 Watts 3U CFL with Capsule

i. Spot Light Holder w/ 23watts Eco Par Energy Saving

j. Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

k. Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

l. Ceiling Socket with screw

m. Duplex Convenience Outlet w/ plate (flush type)

n. Perimeter post lamp with cage, globe type,

(250mmx250mm) complete assembly with

23 watts Capsulated CFL

o. 2" x 4" x 2" PVC Utility Box ( H.D.)

p. 4" x 4" PVC Junction Box ( H.D.) w/ Cover

q. #16 G.I. Tie Wire

r. PVC Solvent Cement

s. 1/4" Camridge / Mica Tube

t. 0.8mm x 19mm x 8m Polytype Electrical Tape

u. 0.8mm x 19mm x 8m Rubber Tape

P





J. Total Cost

k. Total Unit Cost


lot





1 7.00 366.00 2,562.00

1 7.00 317.00 2,219.00


Sub-Total for B -

Total (A+B) 4,781.00

0.14


pcs. 25 17.00 425.00

pcs. 12 6.00 72.00

roll 2 4,725.00 9,450.00

pcs. 35 86.00 3,010.00

pc. 1 977.00 977.00

pcs. 1 148.00 148.00

pcs. 18 5.00 90.00

pcs. 12 4.00 48.00

pc. 1 143.00 143.00

pcs. 2 31.00 62.00

pc. 1 928.00 928.00

pc. 1 107.00 107.00

sets 6 1,770.00 10,620.00

pcs. 1 107.00 107.00

kgs. 2 65.00 130.00

qrt. 0.5 460.00 230.00

pcs. 3 21.00 63.00

pcs. 2 24.00 48.00


mtr. 0.5 13.00 7.00

pcs. 3 25.00 75.00

31,725.00

1,903.50

-

-

33,628.50

33,628.50

pcs. 2 102.00 204.00

PROJECT NAME :

Item No./Description: SPL - 85 SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES



Quantity: 1.00

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

a. Boom Truck w/ fuel & driver

P

C.


E. Materials

a. 35 Footer Round Centrifugal Prestressed Concrete

Pole or Galvanized Steel Pole

Minimum Break Load : 500 kgs.

Top Diameter : 140 mm

Butt Diameter : 368 mm

b. Kiliwatthour Meter (Digital), 250 Volts, 1 Phase, Assy,


c. Testing/Calibration FEE

d. 25mmØ Entrance Cap

e. 25mmØ x 3m RSC Conduit Pipe

f. 25mmØ RSC Male Adaptor

g. 25mmØ Locknut

h. 25mmØ Conduit Pipe Clamp

i. Single Wire, Secondary Rack w/ Spool Insulator

P





J. Total Cost

k. Total Unit Cost


lot





1 1.00 366.00 366.00

1 1.00 317.00 317.00


1 1.00 8,562.00 8,562.00


Total (A+B) 9,245.00

1.00


assy. 1 8,160.00 8,160.00

lot 1 300.00 300.00

unit 1 18,207.00 18,207.00

pc. 1 8.00 8.00

pc. 1 6.00 6.00

pc. 1 41.00 41.00

pc. 1 367.00 367.00


pcs. 4 7.00 28.00

pc. 1 183.00 183.00

36,545.00

2,192.70

-

-

38,737.70

38,737.70

PROJECT NAME :

Item No./Description: SPL - 86 SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATOR'S ROOM



Quantity: 1.00

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. 60 Amperes Main Circuit Breaker, 1 Ø, 250 V, Panel

Board enclosed in Powder Coated Finished

Panel Box with 5 Single Phase Branches of:



b. 8.0mm2 THW Stranded Wire

c. 3.5mm2 TW Stranded Wire

d. 2.0mm2 TW Stranded Wire

e. 25mmØ Entrance Cap

f. 25mmØ x 3m PVC Conduit Pipe

g. 25mmØ x 90o PVC Long Sweep Elbow

h. 25mmØ PVC Male Adaptor

i. 25mmØ Locknut

j. 20mmØ Flexible Conduit

k. 20mmØ x 3m PVC Conduit Pipe

l. 20mmØ x 90o PVC Long Sweep Elbow

m. 20mmØ PVC Male Adaptor

n. 20mmØ PVC Coupling

o. 20mmØ Locknut

p.

q. Single Wire, Secondary Rack w/ Spool Insulator

r. Surface Type Reflectorized Fluorescent

Luminaire with 1x40W Flourescent Tube

s. 23 Watts 3U CFL with Capsule

t. 16" Ceiling Orbit Fan, Industrial Type


lot





1 7.00 366.00 2,562.00

1 7.00 317.00 2,219.00


Sub-Total for B -

Total (A+B) 4,781.00

0.14


set 1 5,766.00 5,766.00

mtrs. 60 84.00 5,040.00

pc. 1 41.00 41.00

pc. 1 131.00 131.00

mtrs. 100 32.00 3,200.00

mtrs. 75 23.00 1,725.00

pc. 1 6.00 6.00

mtrs. 48 8.00 384.00

pc. 1 26.00 26.00

pc. 1 8.00 8.00

pcs. 12 6.00 72.00

pcs. 8 5.00 40.00

pcs. 15 86.00 1,290.00

pcs. 10 17.00 170.00

pcs. 12 4.00 48.00

Welding Machine Outlet pc. 1 1,472.00 1,472.00

pcs. 2 1,132.00 2,264.00

pc. 3 148.00 444.00

pc. 1 142.00 142.00

pcs.

pc. 1 2,200.00 2,200.00

u. Switch 1-Gang w/ plate (flush type)

v. Switch 2-Gang w/ plate (flush type)

w. Ceiling Socket with screw

x. Duplex Convenience Outlet w/ plate (flush type)

y. Duplex Convenience Outlet w/ plate -

weatherproof (flush type)

z. 2" x 4" x 2" PVC Utility Box ( H.D.)

a1. 4" x 4" PVC Junction Box ( H.D.) w/ Cover

b1. #16 G.I. Tie Wire

c1. PVC Solvent Cement

d1. 1/4" Camridge / Mica Tube

e1. 0.8mm x 19mm x 8m Polytype Electrical Tape

d1. 0.8mm x 19mm x 8m Rubber Tape

P





J. Total Cost

k. Total Unit Cost

pcs. 2 107.00 214.00

pcs. 3 31.00 93.00

pcs. 2 90.00 180.00

pcs. 1 173.00 173.00

pcs. 9 21.00 189.00

pc. 3 107.00 321.00

pcs.

qrt. 0.5 460.00 230.00

mtrs. 1 13.00 13.00

pcs. 6 24.00 144.00

kgs. 2 75.00 150.00


31,236.00

1,874.16

-

-

pcs. 3 25.00 75.00

pcs. 2 102.00 204.00

33,110.16

33,110.16

PROJECT NAME :

Item No./Description: SPL - 87 SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE, SIGNAGE & PERIMETER LIGHTINGS



Quantity: 1.00

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

a. 3.5mm2 TW Stranded Wire

b. 20mmØ x 3m PVC Conduit Pipe

c. 20mmØ x 90o PVC Long Sweep Elbow

d. 20mmØ PVC Male Adaptor

e. 20mmØ PVC Coupling

f. 20mmØ Locknut

g. Surface Type Reflectorized Fluorescent Luminaire with 1x20 Watts Fluorescent Tube

h. 23 Watts 3U CFL with Capsule

i. Spot Light Holder w/ 23watts Eco Par Energy Saving

j. Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

k. Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

l. Ceiling Socket with screw

m. Duplex Convenience Outlet w/ plate (flush type)

n. Perimeter post lamp with cage, globe type,

(250mmx250mm) complete assembly with

23 watts Capsulated CFL

o. 2" x 4" x 2" PVC Utility Box ( H.D.)

p. 4" x 4" PVC Junction Box ( H.D.) w/ Cover

q. #16 G.I. Tie Wire

r. PVC Solvent Cement

s. 1/4" Camridge / Mica Tube

t. 0.8mm x 19mm x 8m Polytype Electrical Tape

u. 0.8mm x 19mm x 8m Rubber Tape

P





J. Total Cost

k. Total Unit Cost


lot





1 7.00 366.00 2,562.00

1 7.00 317.00 2,219.00


Sub-Total for B -

Total (A+B) 4,781.00

0.14


pcs. 25 17.00 425.00

pcs. 12 6.00 72.00

roll 2 4,725.00 9,450.00

pcs. 35 86.00 3,010.00

pc. 1 977.00 977.00

pcs. 1 148.00 148.00

pcs. 18 5.00 90.00

pcs. 12 4.00 48.00

pc. 1 143.00 143.00

pcs. 2 31.00 62.00

pc. 1 928.00 928.00

pc. 1 107.00 107.00

sets 6 1,770.00 10,620.00

pcs. 1 107.00 107.00

kgs. 2 65.00 130.00

qrt. 0.5 460.00 230.00

pcs. 3 21.00 63.00

pcs. 2 24.00 48.00


mtr. 0.5 13.00 7.00

pcs. 3 25.00 75.00

31,725.00

1,903.50

-

-

33,628.50

33,628.50

pcs. 2 102.00 204.00

PROJECT NAME:

Item No./Description: ELECTRICAL WORKS (BALUNO & BANDERA)



Quantity:

A. Labor

a. Skilled Worker

b. Laborer

P

B. Equipment

N.A.

P

C.


E. Materials

SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES

Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly,


Testing/Calibration FEE

25mmØ Entrance Cap

25mmØ x 3m RSC Conduit Pipe

25mmØ RSC Male Adaptor

25mmØ Locknut

25mmØ Conduit Pipe Clamp

Single Wire, Secondary Rack w/ Spool Insulator

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATORS ROOM

60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel

Board enclosed in Powder Coated Finished Panel Box

with 5 Single Phase Branches of:



8.0mm2 THW Stranded Wire

3.5mm2 TW Stranded Wire


25mmØ Entrance Cap

25mmØ x 3m PVC Conduit Pipe

25mmØ x 90o PVC Long Sweep Elbow

25mmØ PVC Male Adaptor

25mmØ Locknut

20mmØ Flexible Conduit




20mmØ PVC Coupling

20mmØ Locknut

Single Wire, Secondary Rack w/ Spool Insulator

23 Watts 3U CFL with Capsule

18" Ceiling Orbit Fan, Industrial Type

Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V

Designation No. PersonNo. of DaysDaily Rate Amount


PROPOSED PASOBOLONG GROUND TANK, ZAMBOANGA CITY

SPL - 82

lot

0.09

2.00 lots


1 22.00 366.00 8,052.00

1 22.00 317.00 6,974.00

Name and Capacity No. of UnitsNo. of DaysDaily Rate Amount

Sub-Total for B -

Total (A+B) 15,026.00

0.09


1

1

1 assy. 8,160.00 8,160.00

1

60.00

41.00

367.00

8.00

6.00

28.00

142.00

41.00

142.00

1

1

4

1

pc.

pc.

5,766.00

92.00

75.00

1.00

1.00

12.00

8.00

12.00

1.00

2.00

3.00

1.00

1.00

1.00

48.00

15.00

10.00

pc.

mtrs.

pcs.

pc.

pc.

pc.

set

mtrs.

mtrs.

mtrs.

pc.

1.00

1.00

pcs.

pc.

pc.

5,477.00

71.00

pcs.

pcs.

pcs.

pcs.

pc.

pcs.

17.00

6.00

5.00

4.00

142.00

5,766.00

5,040.00

2,944.00

1,132.00

148.00

86.00

41.00

131.00

26.00

8.00

6.00

8.00

84.00

32.00

23.00

142.00

2,264.00

1,725.00

41.00

131.00

26.00

8.00

6.00

444.00

5,477.00

71.00

384.00

1,290.00

170.00

72.00

40.00

48.00

Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x40

Watts Fluorescent Tube

pc.

pc.

pc.

pc.

1 lot 100.00 100.00

367.00

8.00

6.00

7.00


Ceiling Socket with screw

Duplex Convenience Outlet w/ plate (flush type)

Duplex Convenience Outlet w/ plate - weatherproof (flush type)

2" x 4" x 2" PVC Utility Box ( H.D.)

4" x 4" PVC Junction Box ( H.D.) w/ Cover

#16 G.I. Tie Wire

PVC Solvent Cement

1/4" Camridge / Mica Tube

0.8mm x 19mm x 8m Polytype Electrical Tape

0.8mm x 19mm x 8m Rubber Tape

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM

35W E27 CFL Weather Proof Street Light


20mmØ Flexible Conduit




20mmØ PVC Coupling

20mmØ Locknut

23 Watts 3U CFL with Capsule

23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder




Ceiling Socket with screw

Duplex Convenience Outlet w/ plate (flush type)

2" x 4" x 2" PVC Utility Box ( H.D.)


#16 G.I. Tie Wire

PVC Solvent Cement




SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGS





20mmØ PVC Coupling

20mmØ Locknut

Perimeter post lamp with cage, globe type, (250mmx250mm)

complete assembly with 23 watts Capsulated CFL


#16 G.I. Tie Wire

PVC Solvent Cement




P





J. Total Cost

k. Total Unit Cost

93,795.69

46,897.85


1.00 qrt. 451.00 451.00

2.00 mtrs. 13.00 26.00

5.00

2.00

pc.

pc.

125.00

204.00 102.00

88,486.50

5,309.19

-

-

3.00 kgs. 75.00 225.00

1.00

2.00

7.00

9.00

3.00

1.00

1.00

5.00

2.00

3.00

3.00

pcs.

pcs.

pcs.

107.00

31.00

214.00

4,725.00

93.00

321.00

173.00

147.00

216.00

225.00

107.00

173.00 pc.

pcs.

pcs.

kgs.

21.00

24.00

75.00

460.00

16.00

15.00

10.00

12.00

8.00

12.00

460.00

13.00

125.00

204.00

1.00

1.00

500.00

4,725.00

13.00

25.00

102.00

pcs.

pcs.

qrt.

mtrs.

500.00

13.00

2.00

1.00

1.00

3.00

1.00

1.00

1.00

1.00

6.00

pc.

roll

pcs.

pcs.

pcs.

pcs.

pcs.

pcs.

pc.

35.00

8.00

36.00

18.00

12.00

0.50

5.00

2.00

2.00

4.00

2.00

5.00

128.00

1,290.00

170.00

72.00

40.00

48.00

rolls

pcs.

pcs.

pcs.

pcs.

kgs.

qrt.

mtr.

pcs.

pc.

pc.

pc.

pc.

pcs.

24.00

75.00

460.00

8.00

86.00

17.00

6.00

5.00

4.00

977.00

148.00

928.00

86.00

977.00

444.00

928.00

71.00

107.00

143.00

71.00

107.00

143.00

10,620.00

90.00

3,010.00

136.00

25.00

102.00

13.00

124.00

214.00

105.00

107.00

21.00

312.00

150.00

460.00

31.00

6.50

125.00

204.00

9,450.00 4,725.00

384.00

4.00

1,770.00

24.00

25.00

pcs.

Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x20

Watts Fluorescent Tube

16.00

48.00

216.00

pcs.

pcs.

pcs.

pcs.

sets

pcs.

pcs.

17.00

6.00

5.00

Project : CONST. OF TWO UNITS - THREE HUNDRED (300.00) CUBIC RESERVOIR TANK AT SITIO BANDERA, BRGY. DULIAN & AT BRY. BALUNO

Service Area : Dumalon, Zambales, Baluno, Capisan, Malagutay, San Roque, Calarian, Cawit, Sinunuc & Maasin

Location : Sitio Bandera, Brgy. Dulian & Brgy. Baluno, Zamboanga City

Scope of Work :

A. NON ENGINEERING BASIC COST

I. MATERIAL TESTING

II. BUILDING PERMIT FEE

III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITY

IV. SUPERVISION

B. ENGINEERING BASIC COST1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL

II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK

1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.)

2. SCAFFOLDING & FORM WORKS

3. CONCRETE WORKS (148.20 Cu.M.)

4. REINFORCED STEEL WORKS (23,329.60 KGS.)

5. MASONRY WORKS (762.00 Sq.M.)

6. STEEL WORKS

7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK

8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

10. PAINTING WORKS (223.00 Sq.M.)

11. WATER PROOFING WORKS FOR TOP SLAB

12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR

III. CONST. OF CONCRETE PERIMETER FENCE

1. CLEARING/LAYOUTING & EXCAVATION WORKS

2. CONCRETING WORKS (14.80 Cu.M.)


4. MASONRY WORKS:

5. FORMS & SCAFFOLDING WORKS:

6. STEEL WORKS:

7. PAINTING WORKS

IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM

1. EXCAVATION WORKS (3.98 Cu.M.)

2. CONCRETE WORKS (8.50 Cu M.)


4. MASONRY WORKS

5. CARPENTRY WORKS


7. PLUMBING WORKS

8. GLASS WORKS (LUMP SUM)

9. STEEL WORKS (WINDOW GRILLES)

10. WATER PROOFING WORKS (LUMP SUM)

11. PAINTING WORKS (120.00 Sq. M.)

12. CONSTRUCTION OF SEPTIC VAULT (SEALED)

V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)

1. EXCAVATION WORKS (1.60 CU.M.)


3. REINFORCED STEEL WORKS ( 660.00 KGS.)

4. MASONRY WORKS

5. TILE WORKS (2.56 Sq. M.)

6. FORM & SCAFFOLDING WORKS

7. CARPENTRY WORKS

8. STEEL WORKS

9 GLASS WORKS (LUMP SUM)

10. PLUMBING WORKS

11. WATERPROOFING WORKS (LUMP SUM)


VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM

1. CONCRETE & REINFORCED STEEL WORKS

2. MASONRY WORKS

3. CARPENTRY WORKS

4. PAINTING WORKS


VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM

VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY

IX. LANDSCAPING WORKS

X. ELECTRICAL WORKS

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL


1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.)





Pricelist as of February 2013 115 of 226 Dumalon W.S. Reservoir Tank_Fin




6. STEEL WORKS











4. MASONRY WORKS:


6. STEEL WORKS:

7. PAINTING WORKS

8. SIGNAGE WITH STAND & FRAME





4. MASONRY WORKS

5. CARPENTRY WORKS


7. PLUMBING WORKS










4. MASONRY WORKS



7. CARPENTRY WORKS

8. STEEL WORKS


10. PLUMBING WORKS





2. MASONRY WORKS

3. CARPENTRY WORKS

4. PAINTING WORKS




X. LANDSCAPING WORKS

XI. ELECTRICAL WORKS

TOTAL PROJECT COST: 21,413,665.80Php


I. MATERIAL TESTING

1. ITEM 404 REINFORCED STEEL (Quality Test for each size)

10mmØ Deformed Steel Bar Grade 33 4 tests 600.00 2,400.00






2. ITEM 405 STRUCTURAL CONCRETEPortland Cement (Quality Test) 4 tests 1,800.00 7,200.00

Fine Aggregates (Complete Test) 4 tests 1,500.00 6,000.00

Course Aggregates (Complete Test) 4 tests 1,500.00 6,000.00

100mm Concrete Hollow Block (Compressive Strength & Moisture Content) 4 tests 400.00 1,600.00

150mm Concrete Hollow Block (Compressive Strength & Moisture Content) 4 tests 400.00 1,600.00

Compressive Strength Test:

for Foundations 10 tests 250.00 2,500.00

for Column 10 tests 250.00 2,500.00

for slab 8 tests 250.00 2,000.00

for beam 8 tests 250.00 2,000.00

TOTAL COST OF MATERIAL TESTING

II. BUILDING PERMIT FEE 2 lot 15,000.00 30,000.00

TOTAL COST OF BUILDING PERMIT FEE

III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITY

a. Materials:

30 pcs. - 2" x 4" x 10' Coco Lumber 133 bd.ft. 20.00 2,660.00



* 12mm thk x 1.20m x 2.40m Ordinary Plywood 20 shts. 975.00 19,500.00

Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets 24 shts. 221.00 5,304.00

2" C.W. Umbrella Roofing Nails 1 kg. 70.00 70.00

2" C.W. Nail 1 kg. 65.00 65.00

3" C.W. Nail 1 kg. 70.00 70.00

4" C.W. Nail 1 kg. 70.00 70.00

b. Labor:

2 - Skilled Worker 2 days 366.00 1,464.00

2 - Laborer 2 days 317.00 1,268.00

TOTAL COST OF CONSTRUCTION OF TEMP. FACILITY

IV. SUPERVISION

2 - Engineering Assistant 240 days 524.00 251,520.00

TOTAL COST OF SUPERVISION

B. ENGINEERING BASIC COST

1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.


1. MOBILIZATION/DEMOBILIZATION 1 lot 50,000.00 50,000.00

2. HAULING OF MATERIALS

a. Labor:

4 - Laborer 30 days 317.00 38,040.00

b. Equipment Rental/Fuel

1 - Unit Hauling Truck (w/ Operator & Fuel) 30 days 9,600.00 288,000.00

TOTAL COST OF MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL


1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.)

a. Labors:

4 -Contractual Laborer 5 days 366.00 7,320.00

b. Equipment/Fuel:

1 - Unit Backhoe (w/ Fuel & Operator) 5 days 8,000.00 40,000.00

1 - Unit Water Pump (w/ Fuel) 2 days 600.00 1,200.00

1 - Unit Powersaw (w/ Operator & Fuel) 2 days 2,000.00 4,000.00

TOTAL COST OF EXCAVATION WORKS


a. Materials:

800 - pcs. 2" x 2" x 10' Coco Lumber 2667 bd.ft. 20.00 53,340.00



12mmThk. x 1.20m. x 2.40m. Ordinary Plywood 140 shts. 975.00 136,500.00

4" C.W. Nail 50 kgs. 70.00 3,500.00

3" C.W. Nail 40 kgs. 70.00 2,800.00


1-1/2" C.W. Nail 30 kgs. 65.00 1,950.00

b. Labors:

4 - Carpenter 30 days 366.00 43,920.00

8 - Laborer 30 days 317.00 76,080.00

TOTAL COST OF SCAFFOLDING & FORM WORKS


a. Materials:

3.1. Lean Concrete (50mm Thk x 105.00 Sq.M.)


Washed Sand 4.5 cu.m. 1,000.00 4,500.00

3.2. Footing (F-3) (4 Units):


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2 cu.m. 1,000.00 2,000.00

150mm Boulders 1.5 cu.m. 1,000.00 1,500.00

Concrete Waterproofing Compound (900g) 30 packs 30.00 900.00



Washed Sand 2 cu.m. 1,000.00 2,000.00

Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00

150mm Boulders 2.5 cu.m. 1,000.00 2,500.00

Concrete Waterproofing Compound (900g) 48 packs 30.00 1,440.00

3.4. Footing (F-1A) (1 Unit):

Portland Cement 3 bags 245.00 735.00

Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

150mm Boulders 0.25 cu.m. 850.00 213.00

3.5. Column (C-3) (4 Units):


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2 cu.m. 1,000.00 2,000.00

Concrete Addmix (150g) 30 packs 35.00 1,050.00




Washed Sand 2.25 cu.m. 1,000.00 2,250.00

Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00



3.7. Column (C-1A) (1 Unit):


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

3.8. Tie Beam (TB) (2 Units):


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00

Concrete Addmix (150g) 19 packs 35.00 665.00


3.9. Beam (RCB1, RCB2 & RCB3)


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00


3.10. Wall Footing (L=51.06 m):


Washed Sand 7 cu.m. 1,000.00 7,000.00

Gravel (G1) 10.75 cu.m. 1,000.00 10,750.00



3.11. Bottom Slab

Washed Sand (for Ground Tank Bottom Slab Envelope) 30 cu.m. 1,000.00 30,000.00


Washed Sand 5.75 cu.m. 1,000.00 5,750.00

Gravel (G1) 8.5 cu.m. 1,000.00 8,500.00




3.12. Top Slab


Washed Sand 7 cu.m. 1,000.00 7,000.00

Gravel (G1) 10.25 cu.m. 1,000.00 10,250.00



3.13. Stair


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00


3.14. Wall (L = 51.06m)


Washed Sand 25.5 cu.m. 1,000.00 25,500.00

Gravel (G1) 38 cu.m. 1,000.00 38,000.00



200mm Water Stop 200 ln.mtr. 380.00 76,000.00

3.15. Junction Box


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00


b. Labors:

4 - Mason 32 days 366.00 46,848.00

20 - Contractual Laborers 32 days 317.00 202,880.00

c. Equipment Rental:


2 - Units One - Bagger Mixer (w/ Fuel) 32 days 1,500.00 96,000.00

2 - Concrete Vibrator (w/ Fuel) 32 days 1,000.00 64,000.00

TOTAL COST OF CONCRETE WORKS


a. Materials:

4.1. Footing (F-1) (4- Units)

25mm

Ø x 6.00m. Deformed Reinf. Steel Bar 40 pcs. 1,045.00 41,800.00

#16 G.I. Tie Wire 3 kgs. 75.00 225.00


25mm


#16 G.I. Tie Wire 2 kgs. 75.00 150.00

4.3. Footing (F-3) (1- Unit)

16mm

Ø x 6.00m. Deformed Reinf. Steel Bar 2 pcs. 480.00 960.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.4. Tie Beam (TB) (3 - Units)

25mm


10mm

Ø x 6.00m. Deformed Reinf. Steel Bar 24 pcs. 190.00 4,560.00

#16 G.I. Tie Wire 3 kgs. 75.00 225.00

4.5. Column (C - 1) (4 Units)

25mm


10mm


#16 G.I. Tie Wire 11 kgs. 75.00 825.00


25mm


10mm


#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.7. Column(C-3) (1- Unit)

16mm


10mm


#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.8. Wall Footing

25mm


20mm


#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.9. Bottom Slab

20mm


16mm


16mm


#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.10. Top Slab

12mm


#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.11. Stair & Stair Foundation

16mm


12mm


10mm


#16 G.I. Tie Wire 4 kgs. 75.00 300.00

4.12. Beam (RCB 1)


20mm


10mm


#16 G.I. Tie Wire 4 kgs. 75.00 300.00

4.13. Beam (RCB 2 & RCB 3) :

20mm


10mm


#16 G.I. Tie Wire 2 kgs. 75.00 150.00


4.14. Wall (L=44.00m)

25mm


20mm


16mm


12mm


12mm


#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.15. Junction Box

10mm

Ø x 6.00m. Plain Round Bars 1 pc. 190.00 190.00

16mm


12mm


#16 G.I. Tie Wire 3 kgs. 65.00 195.00

Hacksaw Blade 80 pcs. 75.00 6,000.00

b. Labors:

4 - Steel Man 38 days 366.00 55,632.00


c. Equipment:

Bar Bender 38 days 300.00 11,400.00

Bar Cutter 38 days 300.00 11,400.00

TOTAL COST OF REINFORCED STEEL WORKS


a. Materials:


Fine Sand (For Plastering) 8.75 cu.m. 1,400.00 12,250.00

b. Labors:

2 - Mason 22 days 366.00 16,104.00


TOTAL COST OF MASONRY WORKS

6. STEEL WORKS

a. Materials:

6.1. Manhole Cover w/ Steel Ladder (3- Units)

6mm Thk. x 50mm x 6.0m Stainless Steel Flat Bar 4 pcs. 9,000.00 36,000.00

6mm Thk. x 50mm x 50mm x 6.00m Stainless Angle Bar 2 pcs. 16,000.00 32,000.00

16mmØ x 100mm Stainless Steel L-Type Anchor Bolt w/ Nuts & Washers 18 pcs. 150.00 2,700.00

16mmØ x 6.0m Stainless Plain Round Bar 4 pcs. 12,400.00 49,600.00

1.20m x 2.40m x Ga. No. 16 Stainless Plain Sheet 2 shts. 3,800.00 7,600.00

10mmØ x 6.0m M.S. Plain Round Bar 1 pc. 190.00 190.00

Hacksaw Blade 8 pcs. 65.00 520.00

Welding Rod (6011) 10 kgs. 160.00 1,600.00

Welding Rod (Stainless) 5 kgs. 580.00 2,900.00

6.2. Hand Rail:

50mmØ x 6.0m G.I. Pipe (ASTM A-53 90A Heavy Gauge Standard) 14 pcs. 1,720.00 24,080.00

16mm x 16mm x 6.00m MS Square Bar 50 pcs. 781.00 39,050.00


Welding Rod (6011) 20 kgs. 160.00 3,200.00


6.3. Junction Box

6mm Thk. x 50mm x 6.0m MS Flat Bar 1 pc. 880.00 880.00

16mmØ x 6.0m MS Plain Round Bar 1 pc. 495.00 495.00

6mm Thk. x 50mm x 50mm x 6.0m MS Angle Bar 1 pc. 1,500.00 1,500.00

16mmØ x 100mm Stainless Steel (L-Type) Bolt w/ Nut & Washer 6 pcs. 150.00 900.00


Welding Rod (6011) 2 kgs. 160.00 320.00

b. Labors:

2 - Welder 30 days 394.00 23,640.00


c. Equipment:

1 - Unit Welding Machine 30 days 2,200.00 66,000.00

1 - Unit Disk Grinder 30 days 400.00 12,000.00

4" Grinding Wheel 4 pcs. 180.00 720.00

TOTAL COST OF STEEL WORKS


a. Materials:

Chlorine Powder 25 kgs. 280.00 7,000.00

Hydraulic Cement (4-Liter/Gal) 40 gals. 1,300.00 52,000.00


b. Labor:


2 - Contractual Laborer 6 days 317.00 3,804.00

TOTAL COST OF DISINFECTION & LEAKAGE TEST


a. Materials:

D1Supply & Installation of Differential Float Control Valve

Supply & Installation of 150mmØ Differential Float Controlled Valve, F/F 2 units 342,600.00 685,200.00

w/ 2-Units Steel Ring Flange

Specifications:

The valve will be controlled by a differential float-operated, maximum differential level of 4.00 meters,

maximum flowrate equals to 40.00 LPS

The differential float controlled valve will be installed below the water level, constructed with concrete valve box


Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in Accordance w/ ANSI


150mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-B.I.) 2 pcs. 5,500.00 11,000.00

150mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC) 2 pcs. 5,500.00 11,000.00

6mm thk Rubber Gasket 4 kgs. 75.00 300.00

16mmØ x 100mm Anchor Bolts w/ Nuts & Washer 32 pcs. 125.00 4,000.00

Construction of two (2.0) units concrete valve box


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00

16mmØ x 6.00m Deformed Reinf. Steel Bar 46 pcs. 480.00 22,080.00

#16 GI Tie Wire 5 kgs. 75.00 375.00

16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1 pc. 12,500.00 12,500.00


16mmØ x 6.00m M.S. Plain Round Bar 10 pcs. 495.00 4,950.00

38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 1 pc. 1,800.00 1,800.00

6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 2 pcs. 1,500.00 3,000.00

12mm Thk x 1.20m x 2.40m Ordinary Plywood 6 shts. 975.00 5,850.00

40 pcs - 2" x 2" x 10' Coco Lumber 133 bd.ft. 20.00 2,660.00



4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

1-1/2" C.W. Nail 1 kg. 65.00 65.00


Welding Rod (6011) 3 kgs. 160.00 480.00

b. Labor:


1 - Pipe Fitter 8 days 341.00 2,728.00


Valves & Appurtenances:

D2150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125 1 pc. 0.00

150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 2 pcs. 0.00

150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 2 pcs. 0.00

150mmØ Steel Blind Flange in Accordance w/ AWWA C207 Class D-Std. 1 pc. 0.00

19mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 24 pcs. 0.00

6mm Thick Rubber Gasket 3 kgs. 0.00

D3150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125 1 pc. 0.00



19mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 24 pcs. 0.00


D4 & D5150mmØ x 45

0 PVC Bend, Class 150, B/S, w/ R.R. 4 pcs. 0.00

D6200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125 2 pcs. 0.00



200mmØ C.I. Sleeve Type Flexible Coupling (CI-BI) 2 pcs. 0.00

200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 1 pc. 0.00

200mmØ Fabricated Flange (see Plans for Shop Drawing) 2 pcs. 0.00


D7


200mmØ x 450 PVC Bend, Class 150, B/S, w/ R.R. 4 pcs. 0.00

D8100mmØ x 45

0 PVC Bend, Class 150, B/S, w/ R.R. 4 pcs. 0.00

Under Drain Pipes & Appurtenances

100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125 1 pc. 7,940.00 7,940.00

150mmØ C.I. Valve Box Cover 1 ps. 950.00 950.00

100mmØ x 6.00m PVC Pipe Class 150, B/S, w/ R.R. 6 pcs. 1,600.00 9,600.00

100mmØ Mechanical End Cap, 4 pcs. 950.00 3,800.00

100mm x 100mmØ C.I. Tee, M/M 3 pcs. 4,300.00 12,900.00

Geotextile Filter Fabric 12 sq.m. 200.00 2,400.00

Air Vent

100mmØ x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Std. 1 pc. 4,800.00 4,800.00

100mmØ x 90o G.I. Elbow, ANSI B16.3 Class 150 Std. 4 pcs. 870.00 3,480.00

100mmØ G.I. End Cap, ANSI B16.3 Class 150 Std. 2 pcs. 540.00 1,080.00

b. Labor:

2 - Pipefitter 4 days 341.00 2,728.00

4 - Laborer 4 days 317.00 5,072.00

TOTAL COST OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES


a. Materials :

Supply & Inst. of 100mmØ Full Bore Electromagnetic Flowmeter F/F w/ 2-Units Steel Flange 2 units 286,000.00 572,000.00

Specification:























100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 2 pcs. 2,541.00 5,082.00



Construction of 2 - Units Concrete Valve Box


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00


#16 GI Tie Wire 5 kgs. 75.00 375.00



16mmØ x 6.00m M.S. Plain Round Bar 2 pcs. 495.00 990.00


6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 1 pc. 1,500.00 1,500.00





4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

1-1/2" C.W. Nail 1 kg. 65.00 65.00


Welding Rod (6011) 2 kgs. 160.00 320.00

b. Labor:


1 - Pipe Fitter 6 days 341.00 2,046.00



TOTAL COST OF SUPPLY & INSTALLATION OF 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX


a. Materials:

Concrete Neutralizer 6 gals. 320.00 1,920.00

Solvent Based Acrylic Paint Primer 10 gals. 1,050.00 10,500.00

Solvent Based Acrylic Cast 10 gals. 500.00 5,000.00

Solvent Based Acrylic Paint Top Coat White Gloss 20 gals. 1,050.00 21,000.00

Solvent Based Acrylic Paint Reducer 6 gals. 420.00 2,520.00

Lacquer thinner 8 gals. 250.00 2,000.00

Body Filler w/ Hardener 2 gals. 640.00 1,280.00

Sand paper #150 2 doz. 150.00 300.00

Sand paper #120 2 doz. 150.00 300.00

Red Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00

Raw Sienna Tinting Color for Solvent Based Acrylic Paint 6 pints 105.00 630.00

Thalo Blue Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00

Lamp Black Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00

Red Lead Paint Primer 2 gals. 570.00 1,140.00

Quick Dry Enamel (Royal Blue) 2 gals. 620.00 1,240.00

Paint Thinner 1 gal. 360.00 360.00

7" Roller Brush w/ Handle 2 sets 45.00 90.00

2" Paint Brush 2 pcs. 20.00 40.00

Steel Brush 1 pc. 25.00 25.00


b. Labors:

2 - Painter 15 days 366.00 10,980.00


TOTAL COST OF PAINTING WORKS


Supply & Installation of Bituminous Membrane Polyester Reinforced Waterproofing 37.7 sq.m. 1,000.00 37,700.00

TOTAL COST OF WATER PROOFING WORKS FOR TOP SLAB



with stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 psig, 1 unit 90,000.00 90,000.00








- 1 pc. Bleed Valve


50mm.Ø G.I. Coupling, ANSI B16.3 Class 150 1 pc. 52.00 52.00

50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std. 1 pc. 91.00 91.00

50mm.Ø G.I. Cap, ANSI B16.3 Class 150 1 pc. 63.00 63.00


19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150 1 pc. 11.00 11.00

12mm.Ø G.I. Plug, ANSI B16.3 Class 150 1 pc. 6.00 6.00


12mm.Ø G.I. Tee, ANSI B16.3 Class 150 2 pc. 11.00 22.00



12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150 2 pc. 10.00 20.00


12mm.Ø Brass Ball Valve 2 pc. 130.00 260.00

63mm.Ø Oil-filled Pressure Gauge (0-150 psi) 2 pc. 2,000.00 4,000.00

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Appurtenances,

preparation of Pressure Gauge assy. and provision for Chlorinator Injection Fittings. 1 l.s. 18,922.00 18,922.00

TOTAL COST OF SUPPLY & INST. OF 40GPD HYPOCHLORINATOR W/ COMPLETE ACCESSORIES

TOTAL COST OF CONST. OF THREE HUNDRED 300.00 CU.M. CONCRETE GROUND TANK



a. Materials:

Nylon Chord #100 2 rolls 300.00 600.00

12mm Clear Level Hose 40 mtrs 25.00 1,000.00

b. Labor:





a. Materials :

F1 (7 Units)


Washed Sand 1 cu.m. 1,000.00 1,000.00

Gravel 2 cu.m. 1,000.00 2,000.00

150mm Boulders 1 cu.m. 1,000.00 1,000.00

F2 (14 Units)


Washed Sand 1 cu.m. 1,000.00 1,000.00

Gravel 2 cu.m. 1,000.00 2,000.00

150mm Boulders 2 cu.m. 1,000.00 2,000.00

C1 & C1-A (7 Units)


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel 2.5 cu.m. 1,000.00 2,500.00

C2 & C2-A (14 Units)


Washed Sand 1.75 cu.m. 1,000.00 1,750.00

Gravel 3.5 cu.m. 1,000.00 3,500.00

5,074,947.00


WF (55.70 ln.m.)


Washed Sand 1.125 cu.m. 1,000.00 1,125.00

Gravel 2.25 cu.m. 1,000.00 2,250.00

Lintel Beam (55.70 ln.m.)


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel 1.5 cu.m. 1,000.00 1,500.00

b. Labor:

2 - Masons 6 days 366.00 4,392.00


c. Equipment Rental/Fuel/Oil & Lubricants:

1 - Unit - One - Bagger Mixer 6 days 1,500.00 9,000.00

1 - Unit - Concrete Vibrator 6 days 800.00 4,800.00

Premium Gasoline 120 ltrs. 60.00 7,200.00



a. Materials :

F1 (7 Units)

16mmØ x 6.00m Def. Reinforcing Steel Bars 14 pcs. 480.00 6,720.00

#16 G.I. Tie-wire 2 kgs. 65.00 130.00


F2 (14 Units)


#16 G.I. Tie-wire 3 kgs. 65.00 195.00


C1 & C1-A (7 Units)



#16 G.I. Tie-wire 7 kgs. 65.00 455.00





#16 G.I. Tie-wire 18 kgs. 65.00 1,170.00


WF (55.70 ln.m.)



#16 G.I. Tie-wire 5 kgs. 65.00 325.00


Lintel Beam (55.70 ln.m.)



#16 G.I. Tie-wire 9 kgs. 65.00 585.00


b. Labor:

2 -Steel Man 15 days 366.00 10,980.00

4 - Laborer 15 days 317.00 19,020.00

c. Equipment:

1 - Unit Bar Cutter 15 days 300.00 4,500.00

1 - Unit Bar Bender 15 days 300.00 4,500.00

TOTAL DIRECT COST OF REBAR WORKS

4. MASONRY WORKS:

a. Materials :


Washed Sand 5 cu.m. 1,000.00 5,000.00

Fine sand (for plastering) 3 cu.m. 1,400.00 4,200.00

100mm thk Concrete Hollow Blocks (NLB) 893 pcs. 17.00 15,181.00

150mm thk Concrete Hollow Blocks (LB) 143 pcs. 24.00 3,432.00


#16 G.I. Tie-wire 4 kgs. 65.00 260.00


b. Labor:

2 - Masons 14 days 366.00 10,248.00

2 - Laborers 14 days 317.00 8,876.00





a. Materials :

12mm

Thk. X 1.20m x 2.40m Ordinary Plywood 16 shts. 975.00 15,600.00

60 - pcs - 2" x 4" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.00



4" C.W. Nails 8 kgs. 70.00 560.00

3" C.W. Nails 6 kgs. 70.00 420.00

1-1/2" C.W. Nails 5 kgs. 65.00 325.00

b. Labor:

1 - Carpenter 15 days 366.00 5,490.00

2 - Laborer 15 days 317.00 9,510.00

TOTAL COST OF FORMS & SCAFFOLDING WORKS:

6. STEEL WORKS:

a. Materials :

50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard) 16 pcs. 1,720.00 27,520.00

6mm thk x 38mm x 6.00m M.S. Flat Bar 16 pcs. 880.00 14,080.00

12mm x 12mm x 6.00m M.S. Square Bar 76 pcs. 270.00 20,520.00

#4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting 25 pcs. 1,400.00 35,000.00

6011 Welding Rod 15 kgs. 160.00 2,400.00


b. Labor:

1 -Welder 20 days 366.00 7,320.00

4 - Laborer 20 days 317.00 25,360.00




4" Grinder Wheel 4 pcs. 180.00 720.00

TOTAL COST OF STEEL WORKS:

7. PAINTING WORKS

a. Materials:



Solvent Based Acrylic Paint Top Coat (White Gloss) 20 gals. 1,050.00 21,000.00

Solvent Based Acrylic Reducer 7 gals. 420.00 2,940.00

Red Lead Metal Primer 4 gals. 570.00 2,280.00

Quick Dry Enamel Blue 4 gals. 620.00 2,480.00

Paint Thinner 2 gals. 360.00 720.00





#120 Sand Paper 2 doz. 150.00 300.00

#150 Sand Paper 2 doz. 150.00 300.00

7" Paint Roller w/ Tray 2 sets 45.00 90.00

1" Paint Brush 2 pcs. 15.00 30.00

2" Paint Brush 2 pcs. 20.00 40.00

4" Paint Brush 3 pcs. 40.00 120.00

Steel Brush 3 pcs. 25.00 75.00

b Labor:

2 - Painter 12 days 317.00 7,608.00

2 - Laborer 12 days 317.00 7,608.00



a. Materials:

Panaflex Signage w/ Aluminum Framing, Lighting and Accessories 1 set 13,000.00 13,000.00

12mm. ∅ x 150mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers 8 pcs. 80.00 640.00

6mm Thk x 200mm x 200mm Fabricated Base Plate w/ 4-16mm ∅ Bolt Hole (Attach 2 pcs. 1,800.00 3,600.00

Shop Drawing)

100mm. ∅ x 6.00m G.I. Pipe, ASTM 53 A90 Heavy Gauge - Standard 1 pc. 3,450.00 3,450.00


b. Labor:

2 - Skilled Worker 2 day 366.00 1,464.00

2 - Laborer 2 day 317.00 1,268.00

TOTAL COST OF SIGNAGE

TOTAL COST OF CONCRETE PERIMETER FENCE 656,614.00




b. Labors:

4 - Laborer 1 day 317.00 1,268.00

TOTAL DIRECT COST OF EXCAVATION WORKS


Note: Other Column Footing, Column, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates

a. Materials:

F2 (2 Units)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C2-A (2 Units)


Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 0.75 cu.m. 1,000.00 750.00

WF (11.00 ln.m.)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Floor Lintel Beam (11.00 ln.m.)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Slab on Fill (0.10m x 12.65 Sq.m.)


Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 1 cu.m. 1,000.00 1,000.00

Door/Window Lintel Beam (10.00 ln.m.)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

RCB


Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 1 cu.m. 1,000.00 1,000.00

Roof Slab (18.70 sq.m.)


Washed Sand 1 cu.m. 1,000.00 1,000.00

Gravel (G1) 2 cu.m. 1,000.00 2,000.00

False Beam (10.50 ln.m.)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

b. Labors:

1 Mason 4 days 366.00 1,464.00

8 - Laborers 4 days 317.00 10,144.00


1 - Unit One - Bagger Mixer 4 days 1,500.00 6,000.00

1 - Unit Concrete Vibrator 4 days 500.00 2,000.00

TOTAL DIRECT COST OF CONCRETE WORKS



a. Materials:

F2 (2 Units)


#16 G.I. Tie-wire 1 kg. 65.00 65.00


C2-A (2 Units)



#16 G.I. Tie-wire 1 kg. 65.00 65.00


WF (11.00 ln.m.)

12mmØ x 6.00m Def. Reinforcing Steel Bars 3 pcs. 270.00 810.00



#16 G.I. Tie-wire 2 kgs. 65.00 130.00





#16 G.I. Tie-wire 2 kgs. 65.00 130.00





#16 G.I. Tie-wire 1 kg. 65.00 65.00





#16 G.I. Tie-wire 1 kg. 65.00 65.00

Hacksaw Blade 1 pc. 65.00 65.00

RCB



#16 G.I. Tie-wire 7 kgs. 65.00 455.00


Roof Slab


#16 G.I. Tie-wire 6 kgs. 65.00 390.00





#16 G.I. Tie-wire 3 kgs. 65.00 195.00


b. Labors:

1 -Steelman 14 days 366.00 5,124.00

2 -Contractual Laborers 14 days 317.00 8,876.00



TOTAL DIRECT COST OF REINFORCED STEEL WORKS

4. MASONRY WORKS

4.1. Laying & Plastering of CHB

(Includes CHB Laying & Plastering Works)

a. Materials:


Washed Sand 3.5 cu.m. 1,000.00 3,500.00

Fined Sand (For Plastering) 2 cu.m. 1,400.00 2,800.00

100mm x 200mm x 400mm Hollow Block (NLB) 640 pcs. 17.00 10,880.00

150mm x 200mm x 400mm Hollow Block (LB) 230 pcs. 24.00 5,520.00

10mmØ x 6.00m. Def. Steel Bars 42 pcs. 190.00 7,980.00

# 16 G.I. Tie Wire 3 kgs. 75.00 225.00


b. Labors:

2 - Mason 14 days 366.00 10,248.00

2 - Laborer 14 days 317.00 8,876.00

4.2. Tile Works (31.80 sq.m.)

a. Materials:

200mm x 200mm Ceramic Tiles (White) 390 pcs. 16.00 6,240.00

400mm x 400mm Granite Tiles (White) 54 pcs. 255.00 13,770.00

Tile Adhesive (25Kg/Bag) 5 bags 305.00 1,525.00

Tile Grout (2 Kg./Pack) 5 bags 85.00 425.00

PVC Tile Trim (White) 7 pcs. 65.00 455.00

4" Grinding Wheel 1 pc. 180.00 180.00

b. Labor:

2 - Mason 9 days 366.00 6,588.00

2 - Laborer 9 days 317.00 5,706.00


1 - Unit Tile Cutter 5 days 300.00 1,500.00

1 - Unit Angular Grinder 5 days 300.00 1,500.00

TOTAL DIRECT COST OF MASONRY WORKS

5. CARPENTRY WORKS

a. Materials:

5.1. Installation of Door Frame/Pannel Door & Window Jamb

Pre-Fabricated 0.80m x 2.10m x 50mm x 150mm Mahogany Wood Door Jamb 1 unit 2,500.00 2,500.00

Pre-Fabricated 0.80m x 2.10m Mahogany Wood Panel Type Door 1 unit 4,800.00 4,800.00

w/ 50mm x 100mm Door Frame & 37.5mm Thk Door Board

Pre-Fabricated 0.60m x 2.10m PVC Door w/ Door Jamb & Hinges w/ Screw 1 unit 1,900.00 1,900.00

Pre-Fab. 1.165m x 1.45m x 50mm x 150mm 2 Panel Mahogany Wood Window Jamb 2 units 2,300.00 4,600.00


5.2. Cabinet & Table:

1-Unit Cabinet



12mm.Ø x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Standard 1 pc. 600.00 600.00

3 pcs. - 1" x 1" x 10' Mahogany Lumber 2.5 bd.ft. 34.00 85.00

19mm Thk x 1.20m x 2.40m Plyboard 3 shts. 1,100.00 3,300.00


6mm Thk x 1.20m x 2.40m Plyboard 1 sht. 420.00 420.00

3" C.W. Nail 1 kg. 70.00 70.00


1-Unit Table





5.3. Hardware :





4" C. W. Nail 1 kg. 70.00 70.00

2-1/2" C. W. Nail 1 kg. 65.00 65.00

2" C. W. Nail 1 kg. 65.00 65.00

1" C. W. Nail 1 kg. 65.00 65.00


b. Labor:

1 - Carpenter 9 days 366.00 3,294.00

1 - Laborer 9 days 317.00 2,853.00

TOTAL DIRECT COST OF CARPENTRY WORKS


a. Materials:

12mm Thk x 1.20m x 2.40m Ordinary Plywood 18 pcs. 975.00 17,550.00




4" C. W. Nail 8 kgs. 70.00 560.00

3" C. W. Nail 8 kgs. 70.00 560.00

1-1/2" C. W. Nail 4 kgs. 65.00 260.00

b. Labors:

1 -Carpenter 12 days 366.00 4,392.00


TOTAL DIRECT COST OF SCAFFOLDING & FORM WORKS

7. PLUMBING WORKS

7.1. Storm Drainage Pipe

50mmØ x 3.00m PVC Pipe, Series 1000 6 pcs. 320.00 1,920.00

50mmØ x 900 PVC Bend, Series 1000 8 pcs. 45.00 360.00

50mmØ PVC Coupling, Series 1000 4 pcs. 90.00 360.00

PVC Solvent Cement 2 qrts. 120.00 240.00

7.2. Sanitary Pipe


100mmØ x 450 PVC Sanitary Elbow, Series 1000 6 pcs. 85.00 510.00


100mmØ x PVC Clean Out, Series 1000 2 pcs. 75.00 150.00

100mmØ PVC Sanitary Coupling, Series 1000 2 pcs. 65.00 130.00

50mmØ x 3.00m PVC Pipe, Series 1000 3 pcs. 320.00 960.00


50mmØ x 900 PVC Bend, Series 1,000 1 pc. 45.00 45.00

100mmØ x 100mmØ PVC Sanitary Tee, Series 1000 4 pcs. 170.00 680.00

100mmØ x 100mmØ PVC Sanitary Wye, Series 1000 2 pcs. 155.00 310.00

100mmØ x 50mmØ PVC Sanitary Tee, Series 1000 1 pc. 130.00 130.00


PVC Cement Solvents 8 qrts. 120.00 960.00

7.3. Cold Pipe

12mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 3 pcs. 460.00 1,380.00

12mmØ x 900 G.I. Elbow, ANSI B16.3 Class 150 Standard 7 pcs. 15.00 105.00

12mmØ x 12mmØ G.I. Tee, ANSI B16.3 Class 150 Standard 4 pcs. 20.00 80.00

12mmØ Brass Faucet 2 pcs. 260.00 520.00

12mmØ G.I. Union Patent ANSI B16.3 Class 150 Standard 1 pc. 20.00 20.00

25mm Teflon Tape 5 rolls 27.00 135.00

7.4. Sanitary Fixtures:





12mm Shower Head 1 pc. 220.00 220.00

12mm Shower Valve 1 pc. 250.00 250.00

100mm x 100mm Stainless Double Strainer Floor Drain 2 pcs. 150.00 300.00

6mm Thk. x 0.6m x 0.6m Beveled Frameless Mirror 1 pc. 200.00 200.00


b. Labors:

1 -Plumber 4 days 366.00 1,464.00


TOTAL DIRECT COST OF PLUMBING WORKS



Supply & Installation of 5.5mm Thk x 13 Blades Smoke x 0.65m width Glass Jalousies

w/ Aluminum Holder 4 sets 800.00 3,200.00

Supply & Installation of 5.5mm Thk x 6 Blades x 0.60m width Smoke Glass

Jalousies w/ Aluminum Holder 1 set 500.00 500.00

TOTAL DIRECT COST OF GLASS WORK


a. Materials:

W-1 (1 Unit)

10mm x 10mm x 6.00m. M.S. Square Bar 1 pc. 260.00 260.00


6mm thk. x 20mm x 6.00m. M.S. Flat Bar 1 pc. 700.00 700.00

Hack Saw Blade 4 pcs. 65.00 260.00

6011 Welding Rod 5 kgs 160.00 800.00

W-2 (2 Units)

10mm x 10mm x 6.00m. Square bars 1 pc. 260.00 260.00

12mm x 12mm x 6.00m. Square bars 10 pcs. 311.00 3,110.00

6mm thk. x 20mm x 6.00m. M.S. Flat bars 3 pcs. 700.00 2,100.00


6011 Welding Rod 8 kgs 160.00 1,280.00

b. Labors:

1 -Welder 3 days 394.00 1,182.00


c. Equipment:

1 - Unit Welding Machine w/ Cutting Outfit 3 days 2,200.00 6,600.00

1 Unit Disk Grinder 3 days 300.00 900.00

4" Grinding Disk 4 pcs. 180.00 720.00

TOTAL DIRECT COST OF STEEL WORKS (Window Grilles)


Bituminous Membrane Polyester Reinforced Water Proofing 11 sq.mtr. 1,000.00 11,000.00

TOTAL DIRECT COST OF WATER PROOFING WORKS (LUMP SUM)


a. Materials:

Concrete Neutralizer 3 gals. 320.00 960.00





Lacquer thinner 2 gals. 250.00 500.00

Body Filler w/ Hardener 1 gal 620.00 620.00

Sand paper#150 1 doz. 150.00 150.00

Sand paper#120 1 doz. 150.00 150.00





Red Lead Paint Primer 2 qrts. 143.00 286.00

Quick Dry Enamel (Royal Blue) 2 qrts. 155.00 310.00


7" Paint Tray 1 pc. 30.00 30.00

2" Steel Brush 1 pc. 25.00 25.00

3" Paint Brush 1 pc. 30.00 30.00

2" Paint Brush 1 pc. 20.00 20.00

b. Labors:

1 - Painter 10 days 366.00 3,660.00




12.1. CONCRETE & REINFORCED STEEL WORKS

a.Materials:

1. Bottom Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Concrete Water Proofing Compound 6 packs 35.00 210.00

10mmØ x 6.00m. Def. Reinforcing Steel Bars 5 pcs. 190.00 950.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

2.1.2. Top Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00


Gravel (G1) 0.25 cu.m. 1,000.00 250.00


10mmØ x 6.00m. Def. Reinforcing Steel Bars 10 pcs. 190.00 1,900.00

#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:

1 - Mason 2 days 366.00 732.00


12.2. MASONRY WORKS

a.Materials:

100mm x 200mm x 400mm Concrete Hollow Block (NLB) 160 pcs. 17.00 2,720.00


Washed Sand 1 cu.m. 1,000.00 1,000.00

Fine Sand (For Plastering) 0.5 cu.m. 1,400.00 700.00


#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:

1 - Mason 2 days 366.00 732.00

1 - Contractual Laborer 2 days 317.00 634.00

12.3. CARPENTRY WORKS

a. Materials:

Forms & Scaffolding




4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

1-1/2"" C.W. Nail 1 kg. 65.00 65.00

b. Labor:

1 - Carpenter 2 days 366.00 732.00


12.4. Bituminous Membrane Polyester Reinforced Water Proofing 15.7 sq.m. 1,000.00 15,700.00

TOTAL COST OF CONSTRUCTION OF SEPTIC VAULT

TOTAL COST OF OPERATOR'S ROOM



a. Laborers

2 - Laborers 1 day 317.00 634.00



a. Material:

F (4 Units)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C (4 Units)


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

WF (5.60 Ln.M.)


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Floor Lintel Beam (6.90 Ln. M.)


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Door & Window Lintel Beam (4.20 Ln.M.)


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.125 cu.m. 1,000.00 125.00

Concrete Floor Slab (2.25 Sq.M.)


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Reinforced Concrete Beam

456,996.00Php



Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Roof Slab & Overhang


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00


False Beam (0.10 x 0.25m x 20.50 ln.m.)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

b. Labor:

1 -Mason 3 days 366.00 1,098.00

4 - Laborer 3 days 317.00 3,804.00

c. Equipment:





a. Materials:

F (4 Units)

16mm.Ø x 6.00m Deformed Reinf. Steel Bar 5 pcs 480.00 2,400.00

#16 G.I. Tie Wire 0.5 kg. 75.00 37.50


C (4 Units)



#16 G.I. Tie Wire 3.5 kgs. 75.00 262.50


WF (5.60 Ln.M.)

12mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs 270.00 540.00


#16 G.I. Tie Wire 0.5 kg. 75.00 37.50





#16 G.I. Tie Wire 1.5 kgs. 75.00 112.50



12mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs. 270.00 540.00


#16 G.I. Tie Wire 0.5 kg. 75.00 38.00




#16 G.I. Tie Wire 1 kg. 75.00 75.00





#16 G.I. Tie Wire 2 kgs. 75.00 150.00




#16 G.I. Tie Wire 3 kgs. 75.00 225.00





#16 G.I. Tie Wire 4 kgs. 75.00 300.00


b. Labor:

1 -Steelman 8 days 366.00 2,928.00

2 - Laborer 8 days 317.00 5,072.00


4. MASONRY WORKS

4.1. Laying of CHB (17.60 Sq. M.)

a. Material:

150mm x 200mm x 400mm CHB (LB) 42 pcs. 24.00 1,008.00

100mm x 200mm x 400mm CHB (NLB) 185 pcs. 17.00 3,145.00


Washed Sand 1.25 cu.m. 1,000.00 1,250.00


10mm.Ø x 6.00m Deformed Reinf. Steel Bar 12 pcs. 190.00 2,280.00

#16 G.I. Tie Wire 5 kgs. 75.00 375.00


b. Labor:

1 - Mason 3 days 366.00 1,098.00

1 - Laborer 3 days 317.00 951.00

4.2. Plastering Works (53.25 Sq.M.)

a. Material



b. Labor:

1 - Mason 4 days 366.00 1,464.00

1 - Laborer 4 days 317.00 1,268.00



a. Material:

400mm x 400mm Granite Tiles 17 pcs. 255.00 4,335.00

Tile Adhesive (25Kg/Bag) 1 bag 305.00 305.00

Tile Grout (2 Kg./Pack) 1 bag 85.00 85.00


b. Labor:

1 - Mason 2 days 366.00 732.00

1 - Laborer 2 days 317.00 634.00


1 - Unit Tile Cutter 2 days 300.00 600.00

1 - Angular Grinder 2 days 300.00 600.00

TOTAL COST OF TILE WORKS


a. Materials:

40 pcs. - 2" x 2" x 10" Coco Lumber 133 bd.ft. 20.00 2,660.00



12mm Thk x 1.20 m x 2.40 m Ordinary Plywood 8 shts. 975.00 7,800.00

1-1/2" C.W. Nail 2 kgs. 65.00 130.00

3" C.W. Nail 3 kgs. 70.00 210.00

4" C.W. Nail 3 kgs. 70.00 210.00

b. Labor:

1 - Carpenter 4 days 366.00 1,464.00

1 - Laborer 4 days 317.00 1,268.00

TOTAL COST OF FORM & SCAFFOLDING WORKS

7. CARPENTRY WORKS

7.1. Intallation of Pre-Fabricated of Doors & Windows:

a. Material:

Prefabricated - 0.60m x 2.10m Pannel Type Door, 50mm x 150mm Mahogany Wood Door Frame 1 unit 4,400.00 4,400.00

& 38mm Thick Door Board w/ 50mm x 100mm Mahogany Wood Door Jamb

Prefabricated - 0.70m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wood 2 units 800.00 1,600.00

Chrome Heavy Duty Door Knob 1 unit 950.00 950.00

Stainless Door Stopper 1 unit 170.00 170.00

4" x 3" Loose Pin Hinges w/ Screw 4 pcs. 140.00 560.00

4" C.W. Nail 1 kg. 70.00 70.00

b. Labor:

1 - Carpenter 2 days 366.00 732.00

1 - Laborer 2 days 317.00 634.00

7.2. Fabrication of Cabinet

a. Material:





6mm Thk x 1.20m x 2.40m Plyboard 2 shts. 420.00 840.00

3" C.W. Nail 2 kgs. 70.00 140.00

1" C.W. Finishing Nail 2 kgs. 75.00 150.00

b. Labor:

1 - Carpenter 5 days 366.00 1,830.00

1 - Laborer 5 days 317.00 1,585.00

TOTAL COST OF CARPENTRY WORKS


8. STEEL WORKS

a. Material:

10mm x 10mm x 6.00m M.S. Square Bar 1 pc. 260.00 260.00


6mm Thk x 50mm x 6.00m M.S. Flat Bar 2 pcs. 880.00 1,760.00


6011 Welding Rod 8 kgs 160.00 1,280.00

Industrial Oxygen (Content) 2 cyls. 750.00 1,500.00

Acetylene (Content) 1 cyl. 1,500.00 1,500.00

b. Labor:

1 - Welder 3 days 394.00 1,182.00

1 - Laborer 3 days 317.00 951.00

c. Equipment Rental/Fuel:






Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke Glass Jalousies


TOTAL DIRECT COST OF GLASS WORK (LUMP SUM)

10. PLUMBING WORKS

a. Materials:

50mmØ x 3.00m. PVC Sanitary Pipe Series 1000 2 pcs. 306.00 612.00



PVC Solvent Cement 1 qrt. 334.00 334.00

100mm x 100mmStainless Floor Drain 1 pc. 68.00 68.00

b. Labors:

1 - Plumber 1 day 366.00 366.00

1 - Contractual Laborers 1 day 317.00 317.00



Bituminous Membrane Polyester Reinforced Waterproofing 2.9 sq.mtr. 1,000.00 2,900.00

TOTAL DIRECT COST OF WATERPROOFING WORKS (LUMP SUM)


a. Materials:

Concrete Neutralizer 1 gal. 320.00 320.00


Solvent Based Acrylic Cast 1 gal. 400.00 400.00


Solvent Based Acrylic Paint Reducer 1 gal. 420.00 420.00

Body Filler w/ Hardener 1 gal. 520.00 520.00

#150 Sand Paper 1 doz. 150.00 150.00

#120 Sand Paper 1 doz. 150.00 150.00

Raw Sienna Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00

Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00

Lamp Black Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00


3" Paint Brush 1 pc. 30.00 30.00

2" Paint Brush 1 pc. 20.00 20.00

b. Labors:

1 - Painter 5 days 366.00 1,830.00

1 - Laborer 5 days 317.00 1,585.00


TOTAL COST OF CONSTRUCTION OF GUARD HOUSE 175,801.00




a.Materials:

1.1 Wall


Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00

10mmØ x 6.00m. Deformed Reinf. Steel Bar 18 pcs. 190.00 3,420.00


#16 G.I. Tie Wire 3 kgs. 75.00 225.00

1.2 Roof Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Concrete Water Proofing Compound (900 g) 7 packs 35.00 245.00

12mm


#16 G.I. Tie Wire 3 kgs. 75.00 225.00

1.3 Floor Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

10mm


#16 G.I. Tie Wire 1 kg. 75.00 75.00

1.4. Door Lintel Beam


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.125 cu.m. 1,000.00 125.00

12mm

Ø x 6.00m. Deformed Reinf. Steel Bar 1 pc. 270.00 270.00

10mm


#16 G.I. Tie Wire 1 kgs. 75.00 75.00

b. Labors:

1 - Mason 7 days 366.00 2,562.00


TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS

2. MASONRY WORKS

a.Materials:

1. CHB Laying & Plastering Works



Washed Sand 0.25 cu.m. 1,000.00 250.00


10mm dia x 6.00m Deformed Reinf. Steel Bar 5 pcs. 190.00 950.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

b.Labor:

1 - Mason 3 days 366.00 1,098.00

1 - Contractual Laborers 3 days 317.00 951.00


3. CARPENTRY WORKS

3.1 Installation of Pre-Fabricated PVC Door

a.Materials:

Pre-fabricated 800mm x 2100mm PVC Door w/ Jamb, Door Knob, Hinges & Screw 1 unit 2,200.00 2,200.00

Stainless Door Knob (Heavy Duty) 1 unit 950.00 950.00

3.2. Forms & Scaffolding Works

a. Materials:




4" C.W. Nail 4 kgs. 70.00 280.00

3" C.W. Nail 4 kgs. 70.00 280.00

1-1/2" C.W. Nail 2 kgs. 65.00 130.00

b.Labor:

1 - Carpenter 4 days 366.00 1,464.00

2 - Laborer 4 days 317.00 2,536.00



4. PAINTING WORKS

a. Materials:

Solvent Based Acrylic Paint Primer 1 gal. 1,050.00 1,050.00


Solvent Based Acrylic Top Coat White Gloss Paint 2 gals. 1,050.00 2,100.00


Red Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00




3" Paint Brush 1 pc. 30.00 30.00

b. Labors:

1 - Painter 3 days 317.00 951.00

1 - Laborer 3 days 317.00 951.00



6.21 sq.mtr. 1,000.00 6,210.00

TOTAL COST OF WATER PROOFING WORKS

TOTAL COST OF CHLORINE ROOM


1. CATCH BASIN/MANHOLE

1.1. EXCAVATION WORKS

b. Labor:


4 - Laborer 3 days 317.00 3,804.00




Washed Sand 1.5 cu.m. 1,000.00 1,500.00

Gravel (G1) 3 cu.m. 1,000.00 3,000.00


#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b. Labor:

1 - Mason 8 days 366.00 2,928.00

1 - Laborer 8 days 317.00 2,536.00


1.3. MASONRY WORKS



Washed Sand 2 cu.m. 1,000.00 2,000.00

Fine Sand (For Plastering) 1 cu.m. 1,400.00 1,400.00

b. Labor:

1 - Mason 7 days 366.00 2,562.00

1 - Laborer 7 days 317.00 2,219.00


2. LAYING OF 200mm Ø & 300mmØ RCCP

300mmØ x 1.0m RCCP 22 pcs. 1,078.00 23,716.00

200mmØ x 1.0m RCCP 16 pcs. 748.00 11,968.00


Washed Sand 0.5 cu.m. 1,000.00 500.00

b. Labor:

1 - Mason 7 days 366.00 2,562.00

8 - Laborer 7 days 317.00 17,752.00

TOTAL COST OF LAYING OF 200mm Ø & 300mmØ RCCP

TOTAL COST OF CONSTRUCTION OF 300MM Ø RCCP DRAINAGE SYSTEM

69,126.00

102,740.00



1. Concrete Walk Pad

a. Materials:


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00

10mmØ x 6.00m Def. Reinf. Steel Bar 25 pcs. 190.00 4,750.00

#16 G.I. Tie-wire 3 kgs. 65.00 195.00


2. 150mm Thk Concrete Driveway (106 Sq.M.)

a. Materials:


Washed Sand 7 cu.m. 1,000.00 7,000.00

Gravel (G1) 10.5 cu.m. 1,000.00 10,500.00

Item 201 (Aggregates Base Course) 25 cu.m. 800.00 20,000.00

Item 200 (Aggregates Sub-Base Course) 25 cu.m. 450.00 11,250.00

8 pcs. - 1" x 6" x 8' Coco Lumber 32 bd.ft. 20.00 640.00


4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

b. Labor:

2 - Skilled Workers 8 days 366.00 5,856.00

8 - Laborer 8 days 317.00 20,288.00




TOTAL COST OF CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY

IX. LANDSCAPING WORKS

a. Materials:

Garden Soil 6 cu.m. 1,200.00 7,200.00

Carabao Grass 35 sq.m. 320.00 11,200.00

b. Labor:


2 - Laborer 5 days 317.00 3,170.00


1 - Unit Compact Hand Roller 5 days 7,200.00 36,000.00

TOTAL COST OF LANDSCAPING WORKS

X. ELECTRICAL WORKS

TOTAL NUMBER OF OUTLETS: 31


2. SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES

a. Material

Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly, 1 assy. 8,160.00 8,160.00


Testing/Calibration FEE 1 lot 100.00 100.00

25mmØ Entrance Cap 1 pc. 41.00 41.00

25mmØ x 3m RSC Conduit Pipe 1 pc. 367.00 367.00

25mmØ RSC Male Adaptor 1 pc. 8.00 8.00

25mmØ Locknut 1 pc. 6.00 6.00

25mmØ Conduit Pipe Clamp 4 pc. 7.00 28.00

Single Wire, Secondary Rack w/ Spool Insulator 1 pc. 142.00 142.00

b. Labor:

1 - Skilled Worker 1 day 366.00 366.00

1 - Laborer 1 day 317.00 317.00

Direct Cost

3. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATORS ROOM

a. Material

60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel Board 1 set 5,766.00 5,766.00

enclosed in Powder Coated Finished Panel Box




8.0mm2 THW Stranded Wire 60 mtrs. 84.00 5,040.00

3.5mm2 TW Stranded Wire 92 mtrs. 32.00 2,944.00



25mmØ x 3m PVC Conduit Pipe 1 pc. 131.00 131.00

25mmØ x 90o PVC Long Sweep Elbow 1 pc. 26.00 26.00

25mmØ PVC Male Adaptor 1 pc. 8.00 8.00



20mmØ Flexible Conduit 48 pcs. 8.00 384.00

20mmØ x 3m PVC Conduit Pipe 15 pcs. 86.00 1,290.00

20mmØ x 90o PVC Long Sweep Elbow 10 pcs. 17.00 170.00

20mmØ PVC Male Adaptor 12 pcs. 6.00 72.00

20mmØ PVC Coupling 8 pcs. 5.00 40.00

20mmØ Locknut 12 pcs. 4.00 48.00


Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x40 Watts Fluorescent Tube 2 pcs. 1,132.00 2,264.00

23 Watts 3U CFL with Capsule 3 pcs. 148.00 444.00

18" Ceiling Orbit Fan, Industrial Type 1 pc. 5,477.00 5,477.00

Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 71.00 71.00

Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 2 pcs. 107.00 214.00

Ceiling Socket with screw 3 pcs. 31.00 93.00

Duplex Convenience Outlet w/ plate (flush type) 3 pcs. 107.00 321.00

Duplex Convenience Outlet w/ plate - weatherproof (flush type) 1 pc. 173.00 173.00

2" x 4" x 2" PVC Utility Box ( H.D.) 7 pcs. 21.00 147.00

4" x 4" PVC Junction Box ( H.D.) w/ Cover 9 pcs. 24.00 216.00

#16 G.I. Tie Wire 3 kgs. 75.00 225.00


1/4" Camridge / Mica Tube 1 mtrs. 13.00 13.00

0.8mm x 19mm x 8m Polytype Electrical Tape 5 pcs. 25.00 125.00

0.8mm x 19mm x 8m Rubber Tape 2 pcs. 102.00 204.00

b. Labor


1 - Laborer 7 days 317.00 2,219.00

Direct Cost

4. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM

a. Material

35W E27 CFL Weather Proof Street Light 1 pc. 500.00 500.00

3.5mm2 TW Stranded Wire 1 roll 4,725.00 4,725.00







Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x20 Watts Fluorescent Tube 1 pc. 977.00 977.00


23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder 1 pc. 928.00 928.00








#16 G.I. Tie Wire 2 kgs. 75.00 150.00


1/4" Camridge / Mica Tube 0.5 mtr. 13.00 7.00



b. Labor


1 - Laborer 7 days 317.00 2,219.00

Direct Cost

5. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGS

a. Material

3.5mm2 TW Stranded Wire 2 rolls 4,725.00 9,450.00







complete assembly with 23 watts Capsulated CFL 6 sets 1,770.00 10,620.00


#16 G.I. Tie Wire 3 kgs. 75.00 225.00



0.8mm x 19mm x 8m Polytype Electrical Tape 5 pc. 25.00 125.00

0.8mm x 19mm x 8m Rubber Tape 2 pc. 102.00 204.00

b. Labor


1 - Laborer 7 days 317.00 2,219.00

Direct Cost


TOTAL COST OF ELECTRICAL WORKS

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.



2. HAULING OF MATERIALS

a. Labor:

4 - Laborer 30 days 317.00 38,040.00

b. Equipment Rental/Fuel

1 - Unit Hauling Truck (w/ Operator & Fuel) 30 days 9,600.00 288,000.00

TOTAL COST OF MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL


1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.)

a. Labors:

4 -Contractual Laborer 5 days 366.00 7,320.00

b. Equipment/Fuel:

1 - Unit Backhoe (w/ Fuel & Operator) 5 days 8,000.00 40,000.00


1 - Unit Powersaw (w/ Operator & Fuel) 2 days 2,000.00 4,000.00



a. Materials:




12mmThk. x 1.20m. x 2.40m. Ordinary Plywood 140 shts. 975.00 136,500.00

4" C.W. Nail 50 kgs. 70.00 3,500.00

3" C.W. Nail 40 kgs. 70.00 2,800.00

1-1/2" C.W. Nail 30 kgs. 65.00 1,950.00

b. Labors:

4 - Carpenter 30 days 366.00 43,920.00

8 - Laborer 30 days 317.00 76,080.00

TOTAL COST OF SCAFFOLDING & FORM WORKS


a. Materials:

3.1. Lean Concrete (50mm Thk x 105.00 Sq.M.)


Washed Sand 4.5 cu.m. 1,000.00 4,500.00



Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2 cu.m. 1,000.00 2,000.00

150mm Boulders 1.5 cu.m. 1,000.00 1,500.00




Washed Sand 2 cu.m. 1,000.00 2,000.00

Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00

150mm Boulders 2.5 cu.m. 1,000.00 2,500.00


3.4. Footing (F-1A) (1 Unit):


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

150mm Boulders 0.25 cu.m. 850.00 213.00



Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2 cu.m. 1,000.00 2,000.00





Washed Sand 2.25 cu.m. 1,000.00 2,250.00

Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00


90,496.00



3.7. Column (C-1A) (1 Unit):


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

3.8. Tie Beam (TB) (2 Units):


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00



3.9. Beam (RCB1, RCB2 & RCB3)


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00


3.10. Wall Footing (L=51.06 m):


Washed Sand 7 cu.m. 1,000.00 7,000.00

Gravel (G1) 10.75 cu.m. 1,000.00 10,750.00



3.11. Bottom Slab

Washed Sand (for Ground Tank Bottom Slab Envelope) 30 cu.m. 1,000.00 30,000.00


Washed Sand 5.75 cu.m. 1,000.00 5,750.00

Gravel (G1) 8.5 cu.m. 1,000.00 8,500.00



3.12. Top Slab


Washed Sand 7 cu.m. 1,000.00 7,000.00

Gravel (G1) 10.25 cu.m. 1,000.00 10,250.00



3.13. Stair


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00

3.14. Wall (L = 51.06m)


Washed Sand 25.5 cu.m. 1,000.00 25,500.00

Gravel (G1) 38 cu.m. 1,000.00 38,000.00



200mm Water Stop 200 ln.mtr. 380.00 76,000.00

3.15. Junction Box


Washed Sand 0.75 cu.m. 1,000.00 750.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00


b. Labors:

4 - Mason 32 days 366.00 46,848.00




2 - Units One - Bagger Mixer (w/ Fuel) 32 days 1,500.00 96,000.00

2 - Concrete Vibrator (w/ Fuel) 32 days 1,000.00 64,000.00



a. Materials:


25mm


#16 G.I. Tie Wire 3 kgs. 75.00 225.00


25mm


#16 G.I. Tie Wire 2 kgs. 75.00 150.00


4.3. Footing (F-3) (1- Unit)

16mm


#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.4. Tie Beam (TB) (3 - Units)

25mm


10mm


#16 G.I. Tie Wire 3 kgs. 75.00 225.00


25mm


10mm


#16 G.I. Tie Wire 11 kgs. 75.00 825.00


25mm


10mm


#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.7. Column(C-3) (1- Unit)

16mm


10mm


#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.8. Wall Footing

25mm


20mm


#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.9. Bottom Slab

20mm


16mm


16mm


#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.10. Top Slab

12mm


#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.11. Stair & Stair Foundation

16mm


12mm


10mm


#16 G.I. Tie Wire 4 kgs. 75.00 300.00

4.12. Beam (RCB 1)

20mm


10mm


#16 G.I. Tie Wire 4 kgs. 75.00 300.00

4.13. Beam (RCB 2 & RCB 3) :

20mm


10mm


#16 G.I. Tie Wire 2 kgs. 75.00 150.00

4.14. Wall (L=44.00m)

25mm


20mm


16mm


12mm


12mm


#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.15. Junction Box

10mm

Ø x 6.00m. Plain Round Bars 1 pc. 190.00 190.00

16mm


12mm


#16 G.I. Tie Wire 3 kgs. 65.00 195.00


b. Labors:

4 - Steel Man 38 days 366.00 55,632.00


c. Equipment:

Bar Bender 38 days 300.00 11,400.00

Bar Cutter 38 days 300.00 11,400.00




a. Materials:



b. Labors:

2 - Mason 22 days 366.00 16,104.00



6. STEEL WORKS

a. Materials:

6.1. Manhole Cover w/ Steel Ladder (3- Units)

6mm Thk. x 50mm x 6.0m Stainless Steel Flat Bar 4 pcs. 9,000.00 36,000.00

6mm Thk. x 50mm x 50mm x 6.00m Stainless Angle Bar 2 pcs. 16,000.00 32,000.00

16mmØ x 100mm Stainless Steel L-Type Anchor Bolt w/ Nuts & Washers 18 pcs. 150.00 2,700.00

16mmØ x 6.0m Stainless Plain Round Bar 4 pcs. 12,400.00 49,600.00

1.20m x 2.40m x Ga. No. 16 Stainless Plain Sheet 2 shts. 3,800.00 7,600.00



Welding Rod (6011) 10 kgs. 160.00 1,600.00

Welding Rod (Stainless) 5 kgs. 580.00 2,900.00

6.2. Hand Rail:

50mmØ x 6.0m G.I. Pipe (ASTM A-53 90A Heavy Gauge Standard) 14 pcs. 1,720.00 24,080.00

16mm x 16mm x 6.00m MS Square Bar 50 pcs. 781.00 39,050.00


Welding Rod (6011) 20 kgs. 160.00 3,200.00


6.3. Junction Box

6mm Thk. x 50mm x 6.0m MS Flat Bar 1 pc. 880.00 880.00

16mmØ x 6.0m MS Plain Round Bar 1 pc. 495.00 495.00

6mm Thk. x 50mm x 50mm x 6.0m MS Angle Bar 1 pc. 1,500.00 1,500.00

16mmØ x 100mm Stainless Steel (L-Type) Bolt w/ Nut & Washer 6 pcs. 150.00 900.00


Welding Rod (6011) 2 kgs. 160.00 320.00

b. Labors:

2 - Welder 30 days 394.00 23,640.00


c. Equipment:



4" Grinding Wheel 4 pcs. 180.00 720.00



a. Materials:

Chlorine Powder 25 kgs. 280.00 7,000.00

Hydraulic Cement (4-Liter/Gal) 40 gals. 1,300.00 52,000.00

b. Labor:



TOTAL COST OF DISINFECTION & LEAKAGE TEST


a. Materials:

D1

Supply & Installation of Differential Float Control Valve

Supply & Installation of 100mmØ Differential Float Controlled Valve, F/F 2 units 342,600.00 685,200.00

w/ 2-Units Steel Ring Flange

Specifications:

The valve will be controlled by a differential float-operated, maximum differential level of 4.00 meters,

maximum flowrate equals to 25.00 LPS

The differential float controlled valve will be installed below the water level, constructed with concrete valve box


Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in Accordance w/ ANSI


100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-C.I.) 2 pcs. 3,915.00 7,830.00


100mmØ C.I. Adaptor, F/P 2 pcs. 2,541.00 5,082.00



Construction of two (2.0) units concrete valve box



Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00


#16 GI Tie Wire 5 kgs. 75.00 375.00



16mmØ x 6.00m M.S. Plain Round Bar 10 pcs. 495.00 4,950.00


6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 2 pcs. 1,500.00 3,000.00





4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

1-1/2" C.W. Nail 1 kg. 65.00 65.00


Welding Rod (6011) 3 kgs. 160.00 480.00

b. Labor:


1 - Pipe Fitter 8 days 341.00 2,728.00


Valves & Appurtenances:

D2

150mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 1 pc. 16,380.00 16,380.00

150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 125 1 pc. 0.00



D3 & D4

100mmØ x 45o PVC Bend, Class 150, B/S w/ R.R. 8 pcs. 0.00

100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 2 pcs. 0.00

100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125 2 pcs. 0.00



D3-a & D4-a

200mmØ x 45o PVC Bend, Class 150, B/S w/ R.R. 6 pcs. 5,300.00 31,800.00

200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 2 pcs. 16,380.00 32,760.00

200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125 2 pcs. 17,700.00 35,400.00


200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 4 pcs. 4,170.00 16,680.00

Entrance Pipe:

200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125 0 pcs. 17,700.00 0.00

150mmØ Steel Blind Flange in Accordance w/ AWWA C207 Class D-Std. 1 pc. 2,500.00 2,500.00

150mmØ C.I. Valve Box Cover 0 pcs. 950.00 0.00

200mmØ Steel Ring Flange in Accordance w/ AWWA C207 Class D-Std. 10 pcs. 2,000.00 20,000.00

6mm Thk x 50mm x 6.00m Stainless Steel Flat Bar 1 pc. 9,000.00 9,000.00

19mmØ x 100mm Stainless Steel (Type 304) L-Type Achor Bolt w/ Nut & Washer 12 pcs. 180.00 2,160.00

19mmØ x 250mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 6 pcs. 125.00 750.00

16mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 64 pcs. 95.00 6,080.00

6mm Thick Rubber Gasket 6 kgs. 75.00 450.00






200mmØ Steel Ring Flange (See Shop Drawing) 4 pcs. 1,800.00 7,200.00

150mmØ C.I. Valve Box Cover 2 pcs. 950.00 1,900.00



D3 & D4






200mmØ Steel Ring Flange (See Shop Drawing) 4 pcs. 1,800.00 7,200.00

150mmØ C.I. Valve Box Cover 2 pcs. 950.00 1,900.00




Under Drain Pipes & Appurtenances

100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI B16.1 Class 125 1 pc. 7,940.00 7,940.00

150mmØ C.I. Valve Box Cover 1 ps. 950.00 950.00

100mmØ x 6.00m PVC Pipe Class 150, B/S, w/ R.R. 6 pcs. 1,600.00 9,600.00

100mmØ Mechanical End Cap, 4 pcs. 950.00 3,800.00

100mm x 100mmØ C.I. Tee, M/M 3 pcs. 4,300.00 12,900.00

Geotextile Filter Fabric 12 sq.m. 150.00 1,800.00

Air Vent

100mmØ x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Std. 1 pc. 4,800.00 4,800.00

100mmØ x 90o G.I. Elbow, ANSI B16.3 Class 150 Std. 4 pcs. 870.00 3,480.00

100mmØ G.I. End Cap, ANSI B16.3 Class 150 Std. 2 pcs. 540.00 1,080.00

b. Labor:

2 - Pipefitter 4 days 341.00 2,728.00

4 - Laborer 4 days 317.00 5,072.00

TOTAL COST OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES


a. Materials :

Supply & Inst. of 100mmØ Full Bore Electromagnetic Flowmeter F/F w/ 2-Units Steel Flange 2 units 286,000.00 572,000.00

Specification:


























Construction of 2 - Units Concrete Valve Box


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00


#16 GI Tie Wire 5 kgs. 75.00 375.00



16mmØ x 6.00m M.S. Plain Round Bar 2 pcs. 495.00 990.00


6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 1 pc. 1,500.00 1,500.00





4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

1-1/2" C.W. Nail 1 kg. 65.00 65.00


Welding Rod (6011) 2 kgs. 160.00 320.00

b. Labor:


1 - Pipe Fitter 6 days 341.00 2,046.00


TOTAL COST OF SUPPLY & INSTALLATION OF 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX


a. Materials:






Solvent Based Acrylic Paint Reducer 6 gals. 420.00 2,520.00

Lacquer thinner 8 gals. 250.00 2,000.00

Body Filler w/ Hardener 2 gals. 640.00 1,280.00

Sand paper #150 2 doz. 150.00 300.00

Sand paper #120 2 doz. 150.00 300.00





Red Lead Paint Primer 2 gals. 570.00 1,140.00

Quick Dry Enamel (Royal Blue) 2 gals. 620.00 1,240.00

Paint Thinner 1 gal. 360.00 360.00


2" Paint Brush 2 pcs. 20.00 40.00


b. Labors:

2 - Painter 15 days 366.00 10,980.00




Supply & Installation of Bituminous Membrane Polyester Reinforced Waterproofing 37.7 sq.m. 1,000.00 37,700.00

TOTAL COST OF WATER PROOFING WORKS FOR TOP SLAB



with stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 psig, 1 unit 90,000.00 90,000.00








- 1 pc. Bleed Valve




50mm.Ø G.I. Cap, ANSI B16.3 Class 150 1 pc. 63.00 63.00


19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150 1 pc. 11.00 11.00



12mm.Ø G.I. Tee, ANSI B16.3 Class 150 2 pc. 11.00 22.00



12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150 2 pc. 10.00 20.00


12mm.Ø Brass Ball Valve 2 pc. 130.00 260.00

63mm.Ø Oil-filled Pressure Gauge (0-150 psi) 2 pc. 2,000.00 4,000.00

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Appurtenances,

preparation of Pressure Gauge assy. and provision for Chlorinator Injection Fittings. 1 l.s. 18,922.00 18,922.00

TOTAL COST OF SUPPLY & INST. OF 40GPD HYPOCHLORINATOR W/ COMPLETE ACCESSORIES

TOTAL COST OF CONST. OF THREE HUNDRED 300.00 CU.M. CONCRETE GROUND TANK



a. Materials:

Nylon Chord #100 2 rolls 300.00 600.00

12mm Clear Level Hose 40 mtrs 25.00 1,000.00

b. Labor:





a. Materials :

F1 (7 Units)


Washed Sand 1 cu.m. 1,000.00 1,000.00

Gravel 2 cu.m. 1,000.00 2,000.00

150mm Boulders 1 cu.m. 1,000.00 1,000.00

5,656,397.00


F2 (14 Units)


Washed Sand 1 cu.m. 1,000.00 1,000.00

Gravel 2 cu.m. 1,000.00 2,000.00

150mm Boulders 2 cu.m. 1,000.00 2,000.00

C1 & C1-A (7 Units)


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel 2.5 cu.m. 1,000.00 2,500.00



Washed Sand 1.75 cu.m. 1,000.00 1,750.00

Gravel 3.5 cu.m. 1,000.00 3,500.00

RW-1 (L = 18.00 m.)


Washed Sand 7.366 cu.m. 1,000.00 7,365.60

Gravel 14.73 cu.m. 1,000.00 14,731.20

RW-2 (L = 47.00 m.)


Washed Sand 13.86 cu.m. 1,000.00 13,855.60

Gravel 27.71 cu.m. 1,000.00 27,711.20

b. Labor:

2 - Masons 6 days 366.00 4,392.00


c. Equipment Rental/Fuel/Oil & Lubricants:

1 - Unit - One - Bagger Mixer 6 days 1,500.00 9,000.00

1 - Unit - Concrete Vibrator 6 days 800.00 4,800.00

Premium Gasoline 120 ltrs. 60.00 7,200.00



a. Materials :

F1 (7 Units)


#16 G.I. Tie-wire 2 kgs. 65.00 130.00


F2 (14 Units)


#16 G.I. Tie-wire 3 kgs. 65.00 195.00


C1 & C1-A (7 Units)



#16 G.I. Tie-wire 7 kgs. 65.00 455.00





#16 G.I. Tie-wire 18 kgs. 65.00 1,170.00


RW-1 (L = 18.00 m.)



#16 G.I. Tie-wire 6.25 kgs. 65.00 406.19

RW-2 (L = 47.00 m.)



#16 G.I. Tie-wire 27.67 kgs. 65.00 1,798.42

b. Labor:

2 -Steel Man 15 days 366.00 10,980.00

4 - Laborer 15 days 317.00 19,020.00

c. Equipment:

1 - Unit Bar Cutter 15 days 300.00 4,500.00



TOTAL DIRECT COST OF REBAR WORKS

4. MASONRY WORKS:

a. Materials :


Washed Sand 5 cu.m. 1,000.00 5,000.00

Fine sand (for plastering) 3 cu.m. 1,400.00 4,200.00

100mm thk Concrete Hollow Blocks (NLB) 893 pcs. 17.00 15,181.00

150mm thk Concrete Hollow Blocks (LB) 143 pcs. 24.00 3,432.00


#16 G.I. Tie-wire 4 kgs. 65.00 260.00


b. Labor:

2 - Masons 14 days 366.00 10,248.00

2 - Laborers 14 days 317.00 8,876.00



a. Materials :

12mm Thk. X 1.20m x 2.40m Ordinary Plywood 16 shts. 975.00 15,600.00




4" C.W. Nails 8 kgs. 70.00 560.00

3" C.W. Nails 6 kgs. 70.00 420.00

1-1/2" C.W. Nails 5 kgs. 65.00 325.00

b. Labor:

1 - Carpenter 15 days 366.00 5,490.00

2 - Laborer 15 days 317.00 9,510.00

TOTAL COST OF FORMS & SCAFFOLDING WORKS:

6. STEEL WORKS:

a. Materials :

50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard) 16 pcs. 1,720.00 27,520.00

6mm thk x 38mm x 6.00m M.S. Flat Bar 16 pcs. 880.00 14,080.00


#4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting 25 pcs. 1,400.00 35,000.00

6011 Welding Rod 15 kgs. 160.00 2,400.00


b. Labor:

1 -Welder 20 days 366.00 7,320.00

4 - Laborer 20 days 317.00 25,360.00




4" Grinder Wheel 4 pcs. 180.00 720.00

TOTAL COST OF STEEL WORKS:

7. PAINTING WORKS

a. Materials:



Solvent Based Acrylic Paint Top Coat (White Gloss) 20 gals. 1,050.00 21,000.00


Red Lead Metal Primer 4 gals. 570.00 2,280.00

Quick Dry Enamel Blue 4 gals. 620.00 2,480.00

Paint Thinner 2 gals. 360.00 720.00





#120 Sand Paper 2 doz. 150.00 300.00

#150 Sand Paper 2 doz. 150.00 300.00

7" Paint Roller w/ Tray 2 sets 45.00 90.00

1" Paint Brush 2 pcs. 15.00 30.00

2" Paint Brush 2 pcs. 20.00 40.00

4" Paint Brush 3 pcs. 40.00 120.00

Steel Brush 3 pcs. 25.00 75.00

b Labor:

2 - Painter 12 days 317.00 7,608.00

2 - Laborer 12 days 317.00 7,608.00



a. Materials:


Panaflex Signage w/ Aluminum Framing, Lighting and Accessories 1 set 13,000.00 13,000.00


6mm Thk x 200mm x 200mm Fabricated Base Plate w/ 4-16mm ∅ Bolt Hole (Attach 2 pcs. 1,800.00 3,600.00

Shop Drawing)

100mm. ∅ x 6.00m G.I. Pipe, ASTM 53 A90 Heavy Gauge - Standard 1 pc. 3,450.00 3,450.00


b. Labor:

2 - Skilled Worker 2 day 366.00 1,464.00

2 - Laborer 2 day 317.00 1,268.00

TOTAL COST OF SIGNAGE

TOTAL COST OF CONCRETE PERIMETER FENCE



b. Labors:

4 - Laborer 1 day 317.00 1,268.00

TOTAL DIRECT COST OF EXCAVATION WORKS


a. Materials:

F2 (2 Units)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C2-A (2 Units)


Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 0.75 cu.m. 1,000.00 750.00

WF (11.00 ln.m.)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00



Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00



Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 1 cu.m. 1,000.00 1,000.00



Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

RCB


Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 1 cu.m. 1,000.00 1,000.00

Roof Slab (18.70 sq.m.)


Washed Sand 1 cu.m. 1,000.00 1,000.00

Gravel (G1) 2 cu.m. 1,000.00 2,000.00



Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

b. Labors:

1 Mason 4 days 366.00 1,464.00

8 - Laborers 4 days 317.00 10,144.00




TOTAL DIRECT COST OF CONCRETE WORKS



a. Materials:

F2 (2 Units)


782,690.05


#16 G.I. Tie-wire 1 kg. 65.00 65.00


C2-A (2 Units)



#16 G.I. Tie-wire 1 kg. 65.00 65.00


WF (11.00 ln.m.)



#16 G.I. Tie-wire 2 kgs. 65.00 130.00





#16 G.I. Tie-wire 2 kgs. 65.00 130.00




#16 G.I. Tie-wire 1 kg. 65.00 65.00





#16 G.I. Tie-wire 1 kg. 65.00 65.00


RCB



#16 G.I. Tie-wire 7 kgs. 65.00 455.00


Roof Slab


#16 G.I. Tie-wire 6 kgs. 65.00 390.00





#16 G.I. Tie-wire 3 kgs. 65.00 195.00


b. Labors:

1 -Steelman 14 days 366.00 5,124.00




TOTAL DIRECT COST OF REINFORCED STEEL WORKS

4. MASONRY WORKS

4.1. Laying & Plastering of CHB

(Includes CHB Laying & Plastering Works)

a. Materials:


Washed Sand 3.5 cu.m. 1,000.00 3,500.00

Fined Sand (For Plastering) 2 cu.m. 1,400.00 2,800.00

100mm x 200mm x 400mm Hollow Block (NLB) 640 pcs. 17.00 10,880.00

150mm x 200mm x 400mm Hollow Block (LB) 230 pcs. 24.00 5,520.00

10mmØ x 6.00m. Def. Steel Bars 42 pcs. 190.00 7,980.00

# 16 G.I. Tie Wire 3 kgs. 75.00 225.00


b. Labors:

2 - Mason 14 days 366.00 10,248.00

2 - Laborer 14 days 317.00 8,876.00

4.2. Tile Works (31.80 sq.m.)

a. Materials:

200mm x 200mm Ceramic Tiles (White) 390 pcs. 16.00 6,240.00

400mm x 400mm Granite Tiles (White) 54 pcs. 255.00 13,770.00

Tile Adhesive (25Kg/Bag) 5 bags 305.00 1,525.00

Tile Grout (2 Kg./Pack) 5 bags 85.00 425.00


PVC Tile Trim (White) 7 pcs. 65.00 455.00


b. Labor:

2 - Mason 9 days 366.00 6,588.00

2 - Laborer 9 days 317.00 5,706.00


1 - Unit Tile Cutter 5 days 300.00 1,500.00

1 - Unit Angular Grinder 5 days 300.00 1,500.00

TOTAL DIRECT COST OF MASONRY WORKS

5. CARPENTRY WORKS

a. Materials:

5.1. Installation of Door Frame/Pannel Door & Window Jamb

Pre-Fabricated 0.80m x 2.10m x 50mm x 150mm Mahogany Wood Door Jamb 1 unit 2,500.00 2,500.00

Pre-Fabricated 0.80m x 2.10m Mahogany Wood Panel Type Door 1 unit 4,800.00 4,800.00

w/ 50mm x 100mm Door Frame & 37.5mm Thk Door Board

Pre-Fabricated 0.60m x 2.10m PVC Door w/ Door Jamb & Hinges w/ Screw 1 unit 1,900.00 1,900.00

Pre-Fab. 1.165m x 1.45m x 50mm x 150mm 2 Panel Mahogany Wood Window Jamb 2 units 2,300.00 4,600.00

5.2. Cabinet & Table:

1-Unit Cabinet



12mm.Ø x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Standard 1 pc. 600.00 600.00



6mm Thk x 1.20m x 2.40m Plyboard 1 sht. 420.00 420.00

3" C.W. Nail 1 kg. 70.00 70.00


1-Unit Table





5.3. Hardware :





4" C. W. Nail 1 kg. 70.00 70.00

2-1/2" C. W. Nail 1 kg. 65.00 65.00

2" C. W. Nail 1 kg. 65.00 65.00

1" C. W. Nail 1 kg. 65.00 65.00


b. Labor:

1 - Carpenter 9 days 366.00 3,294.00

1 - Laborer 9 days 317.00 2,853.00

TOTAL DIRECT COST OF CARPENTRY WORKS


a. Materials:

12mm Thk x 1.20m x 2.40m Ordinary Plywood 18 pcs. 975.00 17,550.00




4" C. W. Nail 8 kgs. 70.00 560.00

3" C. W. Nail 8 kgs. 70.00 560.00

1-1/2" C. W. Nail 4 kgs. 65.00 260.00

b. Labors:

1 -Carpenter 12 days 366.00 4,392.00


TOTAL DIRECT COST OF SCAFFOLDING & FORM WORKS

7. PLUMBING WORKS

7.1. Storm Drainage Pipe


50mmØ x 900 PVC Bend, Series 1000 8 pcs. 45.00 360.00


PVC Solvent Cement 2 qrts. 120.00 240.00

7.2. Sanitary Pipe





100mmØ x PVC Clean Out, Series 1000 2 pcs. 75.00 150.00


50mmØ x 3.00m PVC Pipe, Series 1000 3 pcs. 320.00 960.00


50mmØ x 900 PVC Bend, Series 1,000 1 pc. 45.00 45.00

100mmØ x 100mmØ PVC Sanitary Tee, Series 1000 4 pcs. 170.00 680.00

100mmØ x 100mmØ PVC Sanitary Wye, Series 1000 2 pcs. 155.00 310.00



PVC Cement Solvents 8 qrts. 120.00 960.00

7.3. Cold Pipe

12mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 3 pcs. 460.00 1,380.00

12mmØ x 900 G.I. Elbow, ANSI B16.3 Class 150 Standard 7 pcs. 15.00 105.00

12mmØ x 12mmØ G.I. Tee, ANSI B16.3 Class 150 Standard 4 pcs. 20.00 80.00

12mmØ Brass Faucet 2 pcs. 260.00 520.00

12mmØ G.I. Union Patent ANSI B16.3 Class 150 Standard 1 pc. 20.00 20.00

25mm Teflon Tape 5 rolls 27.00 135.00

7.4. Sanitary Fixtures:





12mm Shower Head 1 pc. 220.00 220.00

12mm Shower Valve 1 pc. 250.00 250.00

100mm x 100mm Stainless Double Strainer Floor Drain 2 pcs. 150.00 300.00

6mm Thk. x 0.6m x 0.6m Beveled Frameless Mirror 1 pc. 200.00 200.00

b. Labors:

1 -Plumber 4 days 366.00 1,464.00




Supply & Installation of 5.5mm Thk x 13 Blades Smoke x 0.65m width Glass Jalousies


Supply & Installation of 5.5mm Thk x 6 Blades x 0.60m width Smoke Glass

Jalousies w/ Aluminum Holder 1 set 500.00 500.00

TOTAL DIRECT COST OF GLASS WORK


a. Materials:

W-1 (1 Unit)



6mm thk. x 20mm x 6.00m. M.S. Flat Bar 1 pc. 700.00 700.00


6011 Welding Rod 5 kgs 160.00 800.00

W-2 (2 Units)

10mm x 10mm x 6.00m. Square bars 1 pc. 260.00 260.00

12mm x 12mm x 6.00m. Square bars 10 pcs. 311.00 3,110.00

6mm thk. x 20mm x 6.00m. M.S. Flat bars 3 pcs. 700.00 2,100.00


6011 Welding Rod 8 kgs 160.00 1,280.00

b. Labors:

1 -Welder 3 days 394.00 1,182.00


c. Equipment:


1 Unit Disk Grinder 3 days 300.00 900.00

4" Grinding Disk 4 pcs. 180.00 720.00

TOTAL DIRECT COST OF STEEL WORKS (Window Grilles)


Bituminous Membrane Polyester Reinforced Water Proofing 11 sq.mtr. 1,000.00 11,000.00

TOTAL DIRECT COST OF WATER PROOFING WORKS (LUMP SUM)


a. Materials:

Concrete Neutralizer 3 gals. 320.00 960.00





Lacquer thinner 2 gals. 250.00 500.00

Body Filler w/ Hardener 1 gal 620.00 620.00


Sand paper#150 1 doz. 150.00 150.00

Sand paper#120 1 doz. 150.00 150.00





Red Lead Paint Primer 2 qrts. 143.00 286.00

Quick Dry Enamel (Royal Blue) 2 qrts. 155.00 310.00


7" Paint Tray 1 pc. 30.00 30.00

2" Steel Brush 1 pc. 25.00 25.00

3" Paint Brush 1 pc. 30.00 30.00

2" Paint Brush 1 pc. 20.00 20.00

b. Labors:

1 - Painter 10 days 366.00 3,660.00





a.Materials:

1. Bottom Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00


10mmØ x 6.00m. Def. Reinforcing Steel Bars 5 pcs. 190.00 950.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

2.1.2. Top Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00



#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:

1 - Mason 2 days 366.00 732.00


12.2. MASONRY WORKS

a.Materials:

100mm x 200mm x 400mm Concrete Hollow Block (NLB) 160 pcs. 17.00 2,720.00


Washed Sand 1 cu.m. 1,000.00 1,000.00



#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:

1 - Mason 2 days 366.00 732.00


12.3. CARPENTRY WORKS

a. Materials:

Forms & Scaffolding




4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

1-1/2"" C.W. Nail 1 kg. 65.00 65.00

b. Labor:

1 - Carpenter 2 days 366.00 732.00


12.4. Bituminous Membrane Polyester Reinforced Water Proofing 15.7 sq.m. 1,000.00 15,700.00

TOTAL COST OF CONSTRUCTION OF SEPTIC VAULT

TOTAL COST OF OPERATOR'S ROOM



a. Laborers

2 - Laborers 1 day 317.00 634.00


456,996.00Php



a. Material:

F (4 Units)


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C (4 Units)


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00

WF (5.60 Ln.M.)


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00



Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00



Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.125 cu.m. 1,000.00 125.00



Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00



Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.25 cu.m. 1,000.00 250.00



Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00



Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

b. Labor:

1 -Mason 3 days 366.00 1,098.00

4 - Laborer 3 days 317.00 3,804.00

c. Equipment:





a. Materials:

F (4 Units)


#16 G.I. Tie Wire 0.5 kg. 75.00 37.50


C (4 Units)



#16 G.I. Tie Wire 3.5 kgs. 75.00 262.50


WF (5.60 Ln.M.)



#16 G.I. Tie Wire 0.5 kg. 75.00 37.50





#16 G.I. Tie Wire 1.5 kgs. 75.00 112.50






#16 G.I. Tie Wire 0.5 kg. 75.00 38.00




#16 G.I. Tie Wire 1 kg. 75.00 75.00





#16 G.I. Tie Wire 2 kgs. 75.00 150.00




#16 G.I. Tie Wire 3 kgs. 75.00 225.00





#16 G.I. Tie Wire 4 kgs. 75.00 300.00


b. Labor:

1 -Steelman 8 days 366.00 2,928.00

2 - Laborer 8 days 317.00 5,072.00


4. MASONRY WORKS

4.1. Laying of CHB (17.60 Sq. M.)

a. Material:

150mm x 200mm x 400mm CHB (LB) 42 pcs. 24.00 1,008.00



Washed Sand 1.25 cu.m. 1,000.00 1,250.00

10mm.Ø x 6.00m Deformed Reinf. Steel Bar 12 pcs. 190.00 2,280.00

#16 G.I. Tie Wire 5 kgs. 75.00 375.00


b. Labor:

1 - Mason 3 days 366.00 1,098.00

1 - Laborer 3 days 317.00 951.00

4.2. Plastering Works (53.25 Sq.M.)

a. Material



b. Labor:

1 - Mason 4 days 366.00 1,464.00

1 - Laborer 4 days 317.00 1,268.00



a. Material:

400mm x 400mm Granite Tiles 17 pcs. 255.00 4,335.00

Tile Adhesive (25Kg/Bag) 1 bag 305.00 305.00

Tile Grout (2 Kg./Pack) 1 bag 85.00 85.00


b. Labor:

1 - Mason 2 days 366.00 732.00

1 - Laborer 2 days 317.00 634.00


1 - Unit Tile Cutter 2 days 300.00 600.00

1 - Angular Grinder 2 days 300.00 600.00

TOTAL COST OF TILE WORKS


a. Materials:





12mm Thk x 1.20 m x 2.40 m Ordinary Plywood 8 shts. 975.00 7,800.00

1-1/2" C.W. Nail 2 kgs. 65.00 130.00

3" C.W. Nail 3 kgs. 70.00 210.00

4" C.W. Nail 3 kgs. 70.00 210.00

b. Labor:

1 - Carpenter 4 days 366.00 1,464.00

1 - Laborer 4 days 317.00 1,268.00

TOTAL COST OF FORM & SCAFFOLDING WORKS

7. CARPENTRY WORKS

7.1. Intallation of Pre-Fabricated of Doors & Windows:

a. Material:

Prefabricated - 0.60m x 2.10m Pannel Type Door, 50mm x 150mm Mahogany Wood Door Frame 1 unit 4,400.00 4,400.00

& 38mm Thick Door Board w/ 50mm x 100mm Mahogany Wood Door Jamb

Prefabricated - 0.70m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wood 2 units 800.00 1,600.00

Chrome Heavy Duty Door Knob 1 unit 950.00 950.00

Stainless Door Stopper 1 unit 170.00 170.00

4" x 3" Loose Pin Hinges w/ Screw 4 pcs. 140.00 560.00

4" C.W. Nail 1 kg. 70.00 70.00

b. Labor:

1 - Carpenter 2 days 366.00 732.00

1 - Laborer 2 days 317.00 634.00

7.2. Fabrication of Cabinet

a. Material:





6mm Thk x 1.20m x 2.40m Plyboard 2 shts. 420.00 840.00

3" C.W. Nail 2 kgs. 70.00 140.00

1" C.W. Finishing Nail 2 kgs. 75.00 150.00

b. Labor:

1 - Carpenter 5 days 366.00 1,830.00

1 - Laborer 5 days 317.00 1,585.00


8. STEEL WORKS

a. Material:

10mm x 10mm x 6.00m M.S. Square Bar 1 pc. 260.00 260.00


6mm Thk x 50mm x 6.00m M.S. Flat Bar 2 pcs. 880.00 1,760.00


6011 Welding Rod 8 kgs 160.00 1,280.00

Industrial Oxygen (Content) 2 cyls. 750.00 1,500.00

Acetylene (Content) 1 cyl. 1,500.00 1,500.00

b. Labor:

1 - Welder 3 days 394.00 1,182.00

1 - Laborer 3 days 317.00 951.00







Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke Glass Jalousies


TOTAL DIRECT COST OF GLASS WORK (LUMP SUM)

10. PLUMBING WORKS

a. Materials:

50mmØ x 3.00m. PVC Sanitary Pipe Series 1000 2 pcs. 306.00 612.00




100mm x 100mmStainless Floor Drain 1 pc. 68.00 68.00

b. Labors:

1 - Plumber 1 day 366.00 366.00

1 - Contractual Laborers 1 day 317.00 317.00




Bituminous Membrane Polyester Reinforced Waterproofing 2.9 sq.mtr. 1,000.00 2,900.00

TOTAL DIRECT COST OF WATERPROOFING WORKS (LUMP SUM)


a. Materials:

Concrete Neutralizer 1 gal. 320.00 320.00





Body Filler w/ Hardener 1 gal. 520.00 520.00

#150 Sand Paper 1 doz. 150.00 150.00

#120 Sand Paper 1 doz. 150.00 150.00





3" Paint Brush 1 pc. 30.00 30.00

2" Paint Brush 1 pc. 20.00 20.00

b. Labors:

1 - Painter 5 days 366.00 1,830.00

1 - Laborer 5 days 317.00 1,585.00


TOTAL COST OF CONSTRUCTION OF GUARD HOUSE



a.Materials:

1.1 Wall


Washed Sand 0.5 cu.m. 1,000.00 500.00

Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00



#16 G.I. Tie Wire 3 kgs. 75.00 225.00

1.2 Roof Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Concrete Water Proofing Compound (900 g) 7 packs 35.00 245.00

12mm


#16 G.I. Tie Wire 3 kgs. 75.00 225.00

1.3 Floor Slab


Washed Sand 0.25 cu.m. 1,000.00 250.00

Gravel (G1) 0.5 cu.m. 1,000.00 500.00

10mm


#16 G.I. Tie Wire 1 kg. 75.00 75.00

1.4. Door Lintel Beam


Washed Sand 0.125 cu.m. 1,000.00 125.00

Gravel (G1) 0.125 cu.m. 1,000.00 125.00

12mm


10mm


#16 G.I. Tie Wire 1 kgs. 75.00 75.00

b. Labors:

1 - Mason 7 days 366.00 2,562.00



2. MASONRY WORKS

a.Materials:

1. CHB Laying & Plastering Works



Washed Sand 0.25 cu.m. 1,000.00 250.00


10mm dia x 6.00m Deformed Reinf. Steel Bar 5 pcs. 190.00 950.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

b.Labor:

1 - Mason 3 days 366.00 1,098.00

1 - Contractual Laborers 3 days 317.00 951.00

175,801.00



3. CARPENTRY WORKS

3.1 Installation of Pre-Fabricated PVC Door

a.Materials:

Pre-fabricated 800mm x 2100mm PVC Door w/ Jamb, Door Knob, Hinges & Screw 1 unit 2,200.00 2,200.00

Stainless Door Knob (Heavy Duty) 1 unit 950.00 950.00

3.2. Forms & Scaffolding Works

a. Materials:




4" C.W. Nail 4 kgs. 70.00 280.00

3" C.W. Nail 4 kgs. 70.00 280.00

1-1/2" C.W. Nail 2 kgs. 65.00 130.00

b.Labor:

1 - Carpenter 4 days 366.00 1,464.00

2 - Laborer 4 days 317.00 2,536.00


4. PAINTING WORKS

a. Materials:

Solvent Based Acrylic Paint Primer 1 gal. 1,050.00 1,050.00


Solvent Based Acrylic Top Coat White Gloss Paint 2 gals. 1,050.00 2,100.00


Red Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00




3" Paint Brush 1 pc. 30.00 30.00

b. Labors:

1 - Painter 3 days 317.00 951.00

1 - Laborer 3 days 317.00 951.00



6.21 sq.mtr. 1,000.00 6,210.00

TOTAL COST OF WATER PROOFING WORKS

TOTAL COST OF CHLORINE ROOM


1. CATCH BASIN/MANHOLE

1.1. EXCAVATION WORKS

b. Labor:


4 - Laborer 3 days 317.00 3,804.00



a. Materials:


Washed Sand 1.5 cu.m. 1,000.00 1,500.00

Gravel (G1) 3 cu.m. 1,000.00 3,000.00


#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b. Labor:

1 - Mason 8 days 366.00 2,928.00

1 - Laborer 8 days 317.00 2,536.00


1.3. MASONRY WORKS

a. Materials:



Washed Sand 2 cu.m. 1,000.00 2,000.00

Fine Sand (For Plastering) 1 cu.m. 1,400.00 1,400.00

b. Labor:

1 - Mason 7 days 366.00 2,562.00

1 - Laborer 7 days 317.00 2,219.00


2. LAYING OF 200mm Ø & 300mmØ RCCP

a. Materials:

69,126.00


300mmØ x 1.0m RCCP 22 pcs. 1,078.00 23,716.00

200mmØ x 1.0m RCCP 16 pcs. 748.00 11,968.00


Washed Sand 0.5 cu.m. 1,000.00 500.00

b. Labor:

1 - Mason 7 days 366.00 2,562.00

8 - Laborer 7 days 317.00 17,752.00

TOTAL COST OF LAYING OF 200mm Ø & 300mmØ RCCP

TOTAL COST OF CONSTRUCTION OF 300MM Ø RCCP DRAINAGE SYSTEM


1. Concrete Walk Pad

a. Materials:


Washed Sand 1.25 cu.m. 1,000.00 1,250.00

Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00


#16 G.I. Tie-wire 3 kgs. 65.00 195.00


2. 150mm Thk Concrete Driveway (106 Sq.M.)

a. Materials:


Washed Sand 7 cu.m. 1,000.00 7,000.00

Gravel (G1) 10.5 cu.m. 1,000.00 10,500.00

Item 201 (Aggregates Base Course) 25 cu.m. 800.00 20,000.00

Item 200 (Aggregates Sub-Base Course) 25 cu.m. 450.00 11,250.00

8 pcs. - 1" x 6" x 8' Coco Lumber 32 bd.ft. 20.00 640.00


4" C.W. Nail 2 kgs. 70.00 140.00

3" C.W. Nail 2 kgs. 70.00 140.00

b. Labor:


8 - Laborer 8 days 317.00 20,288.00




TOTAL COST OF CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY

IX. CONSTRUCTION OF 59.00 LN.M. RIPRAP

1. Layout & Excavation Works:

a. Labor:


8 - Laborer 5 days 317.00 12,680.00

2. Masonry Works:

a. Materials:

150mmØ Boulder 179 cu.m. 900.00 161,100.00


Washed Sand 25.5 cu.m. 1,000.00 25,500.00


#16 G.I. Tie-wire 3 kgs. 65.00 195.00


75mmØ x 3.00m Sanitary Pipe Series-1000 9 pcs. 473.00 4,257.00

b. Labor:


8 - Laborer 25 days 317.00 63,400.00




TOTAL COST OF CONSTRUCTION OF 59.00 LN.M. RIPRAP

X. LANDSCAPING WORKS

a. Materials:

Garden Soil 6 cu.m. 1,200.00 7,200.00

Carabao Grass 35 sq.m. 320.00 11,200.00

b. Labor:


2 - Laborer 5 days 317.00 3,170.00


1 - Unit Compact Hand Roller 5 days 7,200.00 36,000.00

TOTAL COST OF LANDSCAPING WORKS

102,740.00


XI. ELECTRICAL WORKS

TOTAL NUMBER OF OUTLETS: 31


2. SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES

a. Material

Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly, 1 assy. 8,160.00 8,160.00


Testing/Calibration FEE 1 lot 100.00 100.00


25mmØ x 3m RSC Conduit Pipe 1 pc. 367.00 367.00

25mmØ RSC Male Adaptor 1 pc. 8.00 8.00


25mmØ Conduit Pipe Clamp 4 pc. 7.00 28.00


b. Labor:

1 - Skilled Worker 1 day 366.00 366.00

1 - Laborer 1 day 317.00 317.00

Direct Cost

3. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATORS ROOM

a. Material

60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel Board 1 set 5,766.00 5,766.00

enclosed in Powder Coated Finished Panel Box




8.0mm2 THW Stranded Wire 60 mtrs. 84.00 5,040.00




25mmØ x 3m PVC Conduit Pipe 1 pc. 131.00 131.00

25mmØ x 90o PVC Long Sweep Elbow 1 pc. 26.00 26.00

25mmØ PVC Male Adaptor 1 pc. 8.00 8.00


20mmØ Flexible Conduit 48 mtrs. 8.00 384.00







Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x40 Watts Fluorescent Tube 2 pcs. 1,132.00 2,264.00


18" Ceiling Orbit Fan, Industrial Type 1 pc. 5,477.00 5,477.00


Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 2 pcs. 107.00 214.00



Duplex Convenience Outlet w/ plate - weatherproof (flush type) 1 pc. 173.00 173.00



#16 G.I. Tie Wire 3 kgs. 75.00 225.00





b. Labor


1 - Laborer 7 days 317.00 2,219.00

Direct Cost

4. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM

a. Material

35W E27 CFL Weather Proof Street Light 1 pc. 500.00 500.00

3.5mm2 TW Stranded Wire 1 roll 4,725.00 4,725.00







Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x20 Watts Fluorescent Tube 1 pc. 977.00 977.00


23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder 1 pc. 928.00 928.00









#16 G.I. Tie Wire 2 kgs. 75.00 150.00


1/4" Camridge / Mica Tube 0.5 mtr. 13.00 7.00



b. Labor


1 - Laborer 7 days 317.00 2,219.00

Direct Cost

5. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGS

a. Material

3.5mm2 TW Stranded Wire 2 rolls 4,725.00 9,450.00







complete assembly with 23 watts Capsulated CFL 6 sets 1,770.00 10,620.00


#16 G.I. Tie Wire 3 kgs. 75.00 225.00



0.8mm x 19mm x 8m Polytype Electrical Tape 5 pc. 25.00 125.00

0.8mm x 19mm x 8m Rubber Tape 2 pc. 102.00 204.00

b. Labor


1 - Laborer 7 days 317.00 2,219.00

Direct Cost

TOTAL COST OF ELECTRICAL WORKS

Sizing Requirements:

*All sizes referred herein for ordinary plywood should mean commercially avaiable measurements with tolerance of ± 1mm.

90,496.00



I. MATERIAL TESTING 43,400.00

II. BUILDING PERMIT FEE 30,000.00

III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITY 36,731.00

IV. SUPERVISION 251,520.00

1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL 376,040.00


1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.) 52,520.00

2. SCAFFOLDING & FORM WORKS 431,430.00

3. CONCRETE WORKS (148.20 Cu.M.) 1,071,256.00

4. REINFORCED STEEL WORKS (23,329.60 KGS.) 1,299,550.00

5. MASONRY WORKS (762.00 Sq.M.) 64,352.00

6. STEEL WORKS 328,425.00

7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK 65,000.00

8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES 867,418.00

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX 674,299.00

10. PAINTING WORKS (223.00 Sq.M.) 69,465.00

11. WATER PROOFING WORKS FOR TOP SLAB 37,700.00

12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR 113,532.00


1. CLEARING/LAYOUTING & EXCAVATION WORKS 6,502.00

2. CONCRETING WORKS (14.80 Cu.M.) 100,607.00

3. REINFORCED STEEL WORKS (1,940.10 KGS.) 148,100.00

4. MASONRY WORKS: 79,287.00

5. FORMS & SCAFFOLDING WORKS: 54,565.00

6. STEEL WORKS: 184,870.00

7. PAINTING WORKS 58,841.00

8. SIGNAGE WITH STAND & FRAME 23,842.00


1. EXCAVATION WORKS (3.98 Cu.M.) 1,268.00

2. CONCRETE WORKS (8.50 Cu M.) 48,728.00


4. MASONRY WORKS 106,583.00

5. CARPENTRY WORKS 33,572.00


7. PLUMBING WORKS 24,585.00

8. GLASS WORKS (LUMP SUM) 3,700.00

9. STEEL WORKS (WINDOW GRILLES) 20,645.00

10. WATER PROOFING WORKS (LUMP SUM) 11,000.00

11. PAINTING WORKS (120.00 Sq. M.) 30,947.00

12. CONSTRUCTION OF SEPTIC VAULT (SEALED) 48,647.00


1. EXCAVATION WORKS (1.60 CU.M.) 634.00

2. CONCRETE WORKS (3.00 Cu.M.) 24,262.00

3. REINFORCED STEEL WORKS ( 660.00 KGS.) 45,133.00


5. TILE WORKS (2.56 Sq. M.) 7,471.00

6. FORM & SCAFFOLDING WORKS 20,402.00



9 GLASS WORKS (LUMP SUM) 1,600.00


11. WATERPROOFING WORKS (LUMP SUM) 2,900.00



1. CONCRETE & REINFORCED STEEL WORKS 29,455.00




S U M M A R Y



VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM 102,740.00

VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY 138,099.00

IX. LANDSCAPING WORKS 61,230.00

X. ELECTRICAL WORKS 90,496.00

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL 376,040.00


1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.) 52,520.00


3. CONCRETE WORKS (148.20 Cu.M.) 1,071,256.00

4. REINFORCED STEEL WORKS (23,329.60 KGS.) 1,299,550.00

5. MASONRY WORKS (762.00 Sq.M.) 64,352.00


7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK 65,000.00

8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES 1,448,868.00

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX 674,299.00

10. PAINTING WORKS (223.00 Sq.M.) 69,465.00

11. WATER PROOFING WORKS FOR TOP SLAB 37,700.00

12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR 113,532.00


1. CLEARING/LAYOUTING & EXCAVATION WORKS 6,502.00

2. CONCRETING WORKS (14.80 Cu.M.) 253,133.05


4. MASONRY WORKS: 79,287.00

5. FORMS & SCAFFOLDING WORKS: 54,565.00

6. STEEL WORKS: 184,870.00


8. SIGNAGE WITH STAND & FRAME 23,842.00


1. EXCAVATION WORKS (3.98 Cu.M.) 1,268.00

2. CONCRETE WORKS (8.50 Cu M.) 48,728.00






8. GLASS WORKS (LUMP SUM) 3,700.00

9. STEEL WORKS (WINDOW GRILLES) 20,645.00



12. CONSTRUCTION OF SEPTIC VAULT (SEALED) 48,647.00


1. EXCAVATION WORKS (1.60 CU.M.) 634.00

2. CONCRETE WORKS (3.00 Cu.M.) 24,262.00

3. REINFORCED STEEL WORKS ( 660.00 KGS.) 45,133.00


5. TILE WORKS (2.56 Sq. M.) 7,471.00

6. FORM & SCAFFOLDING WORKS 20,402.00



9 GLASS WORKS (LUMP SUM) 1,600.00


11. WATERPROOFING WORKS (LUMP SUM) 2,900.00



1. CONCRETE & REINFORCED STEEL WORKS 29,455.00





VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM 102,740.00

VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY 138,099.00

IX. CONSTRUCTION OF 59.00 LN.M. RIPRAP 459,432.00

X. LANDSCAPING WORKS 61,230.00

XI. ELECTRICAL WORKS 90,496.00

DIRECT COST


OCM

CONTRACTOR'S PROFIT (10%)VAT (12%)

TOTAL PROJECT COST

Prepared by: Reviewed & Checked by: Submitted by:

EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO

Senior Engineer A (C.E.) Principal Engineer C


ARIANN D. GODINEZ

J.O. - Senior Engineer A (E.E.)


J.O. - Senior Engineer A (M.E.)

Approved by: Recommending Project Implementation: Approved for project Implementation:

ARNULFO A. ALFONSO

Department Manager C

Maintenance Department

21,413,665.80Php

EFREN C. SALVACION

Division Manager C

Planning & Design Section

MARLI P. ACOSTA - DE FIESTA

Division Manager C



General Manager A


CONST. OF TWO UNITS - THREE HUNDRED (300.00) CUBIC RESERVOIR TANK AT SITIO BANDERA, BRGY. DULIAN & AT BRY. BALUNO





12,000.00


22,400.00

9,000.00

43,400.00

30,000.00

30,000.00

33,999.00

2,732.00

36,731.00

251,520.00

251,520.00

50,000.00

38,040.00

288,000.00

376,040.00

7,320.00

45,200.00

52,520.00


311,430.00

120,000.00

431,430.00

16,260.00

13,000.00

20,950.00

1,323.00

12,550.00

21,000.00

1,110.00

7,890.00

6,760.00

68,280.00

84,860.00


65,300.00

6,900.00


318,060.00

7,685.00

249,728.00

169,600.00

1,071,256.00

42,025.00

29,410.00

1,035.00

19,415.00

65,235.00

61,400.00

1,365.00

77,952.00

125,435.00

59,325.00

25,280.00


16,186.00

7,506.00


627,060.00

14,305.00

103,816.00

22,800.00

1,299,550.00

34,300.00

30,052.00

64,352.00

133,110.00

69,580.00

4,355.00

42,660.00

78,720.00

328,425.00

59,000.00


6,000.00

65,000.00

711,500.00

74,440.00

26,728.00

-

-

-

-


-

37,590.00

9,360.00

7,800.00

867,418.00

586,807.00

71,250.00


16,242.00

674,299.00

48,975.00


20,490.00

69,465.00

37,700.00

37,700.00

94,610.00

18,922.00

113,532.00

1,600.00

4,902.00

6,502.00

8,655.00

10,145.00

9,500.00

13,300.00


8,665.00

5,930.00

23,412.00

21,000.00

100,607.00

7,110.00

12,105.00

20,045.00

43,390.00

9,725.00

16,725.00

30,000.00

9,000.00

148,100.00

60,163.00

19,124.00

79,287.00



39,565.00

15,000.00

54,565.00

101,470.00

32,680.00

50,720.00

184,870.00

43,625.00

15,216.00

58,841.00

21,110.00

2,732.00

23,842.00


1,268.00

1,268.00

2,220.00

2,965.00

1,975.00

1,730.00

4,440.00

1,235.00

4,440.00

8,635.00

1,480.00

11,608.00

8,000.00

48,728.00

2,115.00

6,125.00


2,020.00

4,020.00


3,870.00

1,970.00

17,365.00

18,590.00

3,260.00

14,000.00

4,200.00

77,535.00

49,570.00

19,124.00

22,595.00

12,294.00

3,000.00

106,583.00

13,800.00



10,010.00

3,615.00

6,147.00

33,572.00

41,590.00

8,196.00

49,786.00

2,880.00

7,650.00

2,240.00

7,815.00


4,000.00

24,585.00


3,700.00

3,700.00

2,331.00

7,010.00

3,084.00

8,220.00

20,645.00

11,000.00

11,000.00

24,117.00

6,830.00

30,947.00

3,455.00


3,390.00

2,000.00

11,150.00

1,366.00

10,220.00

1,366.00

15,700.00

48,647.00

634.00

634.00

1,975.00

1,110.00

1,110.00

1,110.00

740.00

1,110.00

456,996.00Php


1,110.00

2,220.00


1,975.00

4,902.00

6,900.00

24,262.00

2,567.50

9,847.50

1,277.50

2,352.50

1,023.00

900.00

6,150.00

7,225.00

5,790.00

8,000.00

45,133.00


12,498.00

2,049.00

3,500.00

2,732.00

20,779.00

4,905.00

1,366.00

1,200.00

7,471.00

17,670.00

2,732.00

20,402.00

7,750.00

1,366.00

8,115.00

3,415.00

20,646.00


7,804.00

2,133.00

7,980.00

17,917.00

1,600.00

1,600.00

1,309.00

683.00

1,992.00

2,900.00

2,900.00

8,650.00

3,415.00

12,065.00

175,801.00


10,495.00

7,795.00

2,890.00

1,275.00

7,000.00

29,455.00

5,615.00

2,049.00

7,664.00

3,150.00

12,225.00

4,000.00

19,375.00


4,520.00

1,902.00

6,422.00

6,210.00

6,210.00

4,902.00

4,902.00

16,450.00

5,464.00

21,914.00

12,440.00

4,781.00

17,221.00

38,389.00

20,314.00

58,703.00


14,100.00

86,355.00

26,144.00

11,500.00

138,099.00

18,400.00

6,830.00

36,000.00

61,230.00

2,000.00

8,852.00

683.00

9,535.00


28,280.00

4,781.00

33,061.00

11,344.00

4,781.00

16,125.00

24,994.00

4,781.00

29,775.00


50,000.00

38,040.00

288,000.00

376,040.00

7,320.00

45,200.00

52,520.00

311,430.00

120,000.00

431,430.00

16,260.00

13,000.00

20,950.00

1,323.00

12,550.00

90,496.00


21,000.00

1,110.00

7,890.00

6,760.00

68,280.00

84,860.00

65,300.00

6,900.00

318,060.00

7,685.00

249,728.00

169,600.00

1,071,256.00

42,025.00

29,410.00


1,035.00

19,415.00

65,235.00

61,400.00

1,365.00

77,952.00

125,435.00

59,325.00

25,280.00

16,186.00

7,506.00

627,060.00

14,305.00

103,816.00

22,800.00

1,299,550.00


34,300.00

30,052.00

64,352.00

133,110.00

69,580.00

4,355.00

42,660.00

78,720.00

328,425.00

59,000.00

6,000.00

65,000.00

710,242.00


74,440.00

26,728.00

193,784.00

178,862.00

210,662.00


36,990.00

9,360.00

7,800.00

1,448,868.00

586,807.00

71,250.00

16,242.00

674,299.00


48,975.00

20,490.00

69,465.00

37,700.00

37,700.00

94,610.00

18,922.00

113,532.00

1,600.00

4,902.00

6,502.00

8,655.00


10,145.00

9,500.00

13,300.00

56,748.60

110,372.45

23,412.00

21,000.00

253,133.05

7,110.00

12,105.00

20,045.00

43,390.00

30,000.00

9,000.00


121,650.00

60,163.00

19,124.00

79,287.00

39,565.00

15,000.00

54,565.00

101,470.00

32,680.00

50,720.00

184,870.00

43,625.00

15,216.00

58,841.00


21,110.00

2,732.00

23,842.00

1,268.00

1,268.00

2,220.00

2,965.00

1,975.00

1,730.00

4,440.00

1,235.00

4,440.00

8,635.00

1,480.00

11,608.00

8,000.00

48,728.00


2,115.00

6,125.00

2,020.00

4,020.00

3,870.00

1,970.00

17,365.00

18,590.00

3,260.00

14,000.00

4,200.00

77,535.00

49,570.00

19,124.00


22,595.00

12,294.00

3,000.00

106,583.00

13,800.00

10,010.00

3,615.00

6,147.00

33,572.00

41,590.00

8,196.00

49,786.00

2,880.00


7,650.00

2,240.00

7,815.00

4,000.00

24,585.00

3,700.00

3,700.00

2,331.00

7,010.00

3,084.00

8,220.00

20,645.00

11,000.00

11,000.00


24,117.00

6,830.00

30,947.00

3,455.00

3,390.00

2,000.00

11,150.00

1,366.00

10,220.00

1,366.00

15,700.00

48,647.00

634.00

634.00

456,996.00Php


1,975.00

1,110.00

1,110.00

1,110.00

740.00

1,110.00

1,110.00

2,220.00

1,975.00

4,902.00

6,900.00

24,262.00

2,567.50

9,847.50

1,277.50

2,352.50


1,023.00

900.00

6,150.00

7,225.00

5,790.00

8,000.00

45,133.00

12,498.00

2,049.00

3,500.00

2,732.00

20,779.00

4,905.00

1,366.00

1,200.00

7,471.00


17,670.00

2,732.00

20,402.00

7,750.00

1,366.00

8,115.00

3,415.00

20,646.00

7,804.00

2,133.00

7,980.00

17,917.00

1,600.00

1,600.00

1,309.00

683.00

1,992.00


2,900.00

2,900.00

8,650.00

3,415.00

12,065.00

10,495.00

7,795.00

2,890.00

1,275.00

7,000.00

29,455.00

5,615.00

2,049.00

175,801.00


7,664.00

3,150.00

12,225.00

4,000.00

19,375.00

4,520.00

1,902.00

6,422.00

6,210.00

6,210.00

4,902.00

4,902.00

16,450.00

5,464.00

21,914.00

12,440.00

4,781.00

17,221.00


38,389.00

20,314.00

58,703.00

14,100.00

86,355.00

26,144.00

11,500.00

138,099.00

16,340.00

285,592.00

100,000.00

57,500.00

459,432.00

18,400.00

6,830.00

36,000.00

61,230.00


2,000.00

8,852.00

683.00

9,535.00

28,280.00

4,781.00

33,061.00


11,344.00

4,781.00

16,125.00

24,994.00

4,781.00

29,775.00

90,496.00


361,651.00

376,040.00

5,074,947.00

656,614.00

456,996.00

175,801.00

S U M M A R Y


69,126.00

102,740.00

138,099.00

61,230.00

90,496.00

376,040.00

5,656,397.00

782,690.05

456,996.00

175,801.00

69,126.00

102,740.00

138,099.00

459,432.00

61,230.00

90,496.00

15,932,787.05


1,593,278.71

1,593,278.71 2,294,321.34

21,413,665.80Php

MARLI P. ACOSTA - DE FIESTA

Division Manager C



Documents

Dumalon W.S. Ground Tank_Final