swa of drainage pob-sin

STATEMENT OF WORK ACCOMPLISHMENT

AS OF MARCH 13, 2014

CONTRACTOR : KA BUILDERS AND SUPPLY

DATE STARTED: FEBRUARY 28, 2014

CONTRACT DURATION : 45 C.D.

ITEM DESCRIPTION QUANTITY AMOUNT WT

ACCOMPLISHMENT TOTAL COST

PREVTHIS

TO DATE PREVTHIS

PREV TO DATE PREVTHIS

TO DATEBILLING BILLING BILLING

I. IMPROVEMENT OF DRAINAGE SYSTEM (Magsayasay St. ,Poblacion )

A STRUCTURE EXCAVATION 104.00 CU.M 130.88 13,611.18 2.13% - - - - 0% 0% 0.00% 0.00% 0.00% - - -

B 6" CHB LINED CANAL 100.00 L.M 2,714.95 271,494.50 42.53% - - - - 0% 0% 0.00% 0.00% 0.00% - - -

TOTAL 285,105.68 44.66% 0.00% 0.00% 0.00% - - -

II. IMPROVEMENT OF DRAINAGE SYSTEM ( Sinawingan Barangay Road )

A. STRUCTURE EXCAVATION 104.00 CU.M 130.88 13,611.52 2.13% - 104.00 104.00 - 100% 100% 0.00% 2.13% 2.13% - 13,611.52 13,611.52

200 6" CHB LINED CANAL 100.00 LM 2,714.77 271,477.18 42.53% - 95.00 95.00 - 95% 95% 0.00% 40.40% 40.40% - 257,903.32 257,903.32

TOTAL 285,088.70 44.66% - - 0.00% 42.53% 42.53% - 271,514.84 271,514.84

III. IMPROVEMENT OF DRAINAGE CANAL COVER

CONC. CANAL COVER 50.00 SQ.M 1,363.40 68,170.00 10.68% - 50.00 50.00 - 100% 100% 0.00% 10.68% 10.68% - 68,170.00 68,170.00

TOTAL 68,170.00 10.68% - 0.00% 10.68% 10.68% - 68,170.00 68,170.00

GRAND TOTAL 638,364.38 100.00% 0.00% 53.21% 53.21% - 339,684.84 339,684.84

UNIT COST

ACTUAL ACCOMPLISHMENT 53.21%

PLANNED ACCOMPLISHMENT 0.00%

SLIPPAGE (+) 53.21%

PREPARED BY : REVIEWED BY: APPROVED:

ENRIQUEE C. YEE, JR JERRY T. LICAYAN MANUEL T. DELA SERNA

ENGINEER II Municipal Engineer Municipal Mayor

UNIT COST

ITEM ACCOMP. % TOTAL ACCOMP %

TO DATE

THIS BILLING

STATEMENT OF WORK ACCOMPLISHMENT

AS OF APRIL 4, 2014CONTRACTOR : KA BUILDERS AND SUPPLYDATE STARTED: FEBRUARY 28, 2014CONTRACT DURATION : 45 C.D.

ITEM DESCRIPTION QUANTITY AMOUNT WT

ACCOMPLISHMENT TOTAL COST

PREVTHIS

TO DATE PREVTHIS

PREV TO DATE PREVTHIS

TO DATEBILLING BILLING BILLING

I. IMPROVEMENT OF DRAINAGE SYSTEM (Magsayasay St. ,Poblacion )A STRUCTURE EXCAVATION 104.00 CU.M 130.88 13,611.18 2.13% - 104.00 104.00 - 100% 100% 0.00% 2.13% 2.13% - 13,611.18 13,611.18

B 6" CHB LINED CANAL 100.00 L.M 2,714.95 271,494.50 42.53% - 82.00 82.00 - 82% 82% 0.00% 34.87% 34.87% - 222,625.49 222,625.49

TOTAL 285,105.68 44.66% 0.00% 37.01% 37.01% - 236,236.67 236,236.67

II. IMPROVEMENT OF DRAINAGE SYSTEM ( Sinawingan Barangay Road )A. STRUCTURE EXCAVATION 104.00 CU.M 130.88 13,611.52 2.13% 104.00 - 104.00 1.00 0% 100% 2.13% 0.00% 2.13% 13,611.52 - 13,611.52

200 6" CHB LINED CANAL 100.00 LM 2,714.77 271,477.18 42.53% 95.00 2.00 97.00 0.95 2% 97% 40.40% 0.85% 41.25% 257,903.32 5,429.54 263,332.86

TOTAL 285,088.70 44.66% 43.38% 271,514.84 5,429.54 276,944.38

III. IMPROVEMENT OF DRAINAGE CANAL COVERCONC. CANAL COVER 50.00 SQ.M 1,363.40 68,170.00 10.68% - 50.00 50.00 - 100% 100% 0.00% 10.68% 10.68% - 68,170.00 68,170.00

TOTAL 68,170.00 10.68% - 0.00% 10.68% 10.68% - 68,170.00 68,170.00

GRAND TOTAL 638,364.38 100.00% 0.00% 47.69% 91.07% 271,514.84 309,836.21 581,351.05 UNIT COST

ACTUAL ACCOMPLISHMENT 91.07%

PLANNED ACCOMPLISHMENT 0.00%

SLIPPAGE (+) 91.07%

PREPARED BY : REVIEWED BY: APPROVED:

ENRIQUEE C. YEE, JR JERRY T. LICAYAN MANUEL T. DELA SERNA

ENGINEER II Municipal Engineer Municipal Mayor

UNIT COST

ITEM ACCOMP. % TOTAL ACCOMP %

TO DATE

THIS BILLING

13,611.18

271,494.50

285,105.68

13,611.16

271,494.50

285,105.66

68,170.00

UNIT COST DERIVATION: IMPROVEMENT OF SENIOR CITIZEN'S BLDG

Item No. : 9.1Description 1- Gang Switch with plate, flush mounted, ANAM brand or approve equalUnit : Sets

Quantity 6

Rate Direct Description Quantity Unit Days Per Day Cost

( Php ) ( Php )

DIRECT COST A. Equipment

B. Labor Electrician 1 2 300.00 600.00 sub-total 600.00

Unit Direct Description Quantity Unit Cost Cost

( Php ) ( Php )

C. Materials 1- gang switch assembly Anam 6 sets 140.00 840.00

sub-total 1,440.00

D. Total Direct Cost 2,040.00 INDIRECT COST E. Mob./Demob 1.00 % of Direct Cost 20.40 F. OCM 5 % of Direct Cost 102.00 G. Profit 10 % of Direct Cost 204.00 H. Total Indirect Cost 326.40

2,366.40 111.17

SUBTOTAL 2,477.57 COST PER SET 412.93



Quantity 2


( Php ) ( Php )




( Php ) ( Php )

C. Materials

I.TOTAL (Direct Cost+Indirect Cost) J. VAT / EWT 12% of (Equipment+Labor+Indirect Cost)

2 sets 240.00 480.00

sub-total 1,080.00


1,948.80 104.26

SUBTOTAL 2,053.06 COST PER SET 1,026.53



Quantity 1


( Php ) ( Php )




( Php ) ( Php )

C. Materials

1 sets 300.00 300.00

2- Gang Switch with plate, flush mounted, ANAM brand or approve equal


3- Gang Switch with plate, flush mounted, ANAM brand or approve equal

sub-total 900.00


1,740.00 100.80




Item No. : 9.4

Description Aircon Outlet with plate, flush mounted, 15A, ANAM brand or approved equal

Unit : Set

Quantity 1


( Php ) ( Php )


B. Labor Electricians 1 15 300.00 4,500.00

sub-total 4,500.00


( Php ) ( Php )

C. Materials

Aircon Outlet with plate, flush mounted, 15A, ANAM b 1 sets 240.00 240.00 -

sub-total 240.00


5,498.40 631.01




Item No. : 9.5Description Universal Convenience Outlet, flush mounted, 15A, ANAM brand or approved equal

Unit : Set

Quantity 9


( Php ) ( Php )


B. Labor

Electrician 1 8 300.00 2,400.00

sub-total 2,400.00


( Php ) ( Php )

C. Materials 2- gang convenience outlet assembly, Anam or - its equivalent-universal 9 sets 180.00 1,620.00 sub-total 1,620.00


4,663.20 365.18

SUB -TOTAL 5,028.38 COST PER SET 558.71



Item No. : 9.6Description 25W Energy Saver CFL bulb with diffuser in 4"dia. PVC Receptacle, Philips or

approve equalUnit : Sets

Quantity 7


( Php ) ( Php )


B. Labor Electrician 2 7 300.00 4,200.00 sub-total 4,200.00


( Php ) ( Php )

C. Materials 4" dia. Plastic receptacle 7 pcs 45.00 315.00 25w philips energy saver bulb 7 pcs 250.00 1,750.00

sub-total 2,065.00

D. Total Direct Cost 6,265.00 INDIRECT COST E. Mob./Demob 1.00 % of Direct Cost 62.65 F. OCM 5 % of Direct Cost 313.25 G. Profit 10 % of Direct Cost 626.50 H. Total Indirect Cost 1,002.40

7,267.40 624.29

SUB-TOTAL 7,891.69 COST PER SET 1,127.38



Item No. : 9.7Description Rough-in Materials ( Wires, Conduits, Consummables, etc.)Unit lot

Quantity 1.00


( Php ) ( Php )


B. Labor Electrician 2 7 300.00 4,200.00 Helper 2 7 200.00 2,800.00 sub-total 7,000.00


( Php ) ( Php ) C. Materials 3.5mm2 THNN stranded wire 2 rolls 5,000.00 10,000.00 2.0mm2 THNN stranded wire 2 rolls 3,800.00 7,600.00 5.5mm2 THNN stranded wire 30 m 80.00 2,400.00 12mm dia. fllexible electrical conduit 1 roll 880.00 880.00 25mm dia. Fllexible electrical conduit 25 m 15.00 375.00 4"x4" plastic junction box 7 pcs 35.00 245.00 2"x4" plastic utility box 23 pcs 35.00 805.00 Electrical tape (big) 4 rolls 30.00 120.00 sub-total 22,425.00

D. Total Direct Cost 29,425.00 INDIRECT COST E. Mob./Demob 1.00 % of Direct Cost 294.25 F. OCM 5 % of Direct Cost 1,471.25 G. Profit 10 % of Direct Cost 2,942.50 H. Total Indirect Cost 4,708.00

34,133.00 1,404.96

SUBTOTAL 35,537.96 COST PER LOT 35,537.96



Item No. : 9.8

Description

Unit : Sets

Quantity 13


( Php ) ( Php )


B. Labor Electrician 2 10 350.00 7,000.00 Helper 2 10 150.00 3,000.00 sub-total 10,000.00


( Php ) ( Php ) C. Materials Panel board, 6-branches, koten 1 set 1,000.00 1,000.00 Circuit breaker, 60 Amp, koten 1 set 400.00 400.00 Circuit breaker, 30 Amp, koten 1 set - 300.00 300.00 Circuit breaker, 20 Amp, koten 2 set - 240.00 480.00 Circuit breaker, 15-Amp, koten 2 set - 240.00 480.00 sub-total 2,660.00

D. Total Direct Cost 12,660.00 INDIRECT COST E. Mob./Demob 1.00 % of Direct Cost 126.60 F. OCM 5 % of Direct Cost 633.00 G. Profit 10 % of Direct Cost 1,266.00 H. Total Indirect Cost 2,025.60

14,685.60 1,443.07


Panelboard 6 branches Flush mounted, Koten brand or approved equal, Main: 1-60AT, 2P, 240V Branches: See Electrical Plan, Plug-in type


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BILL OF QUANTITIESProject Title: COMPLETION OF MARKET STALLS (BUILDING 1)Location : Libungan, North CotabatoDuration : 180 Calendar Days

ITEM NO. DESCRIPTION QTY. UNIT UNIT COST TOTAL COST

A MARKET BUILDING

#REF! #REF!

#REF! #REF! #REF! #REF!





sub total

#REF! #REF!

#REF!







2500 psi (including rebar and formworks)


sub total

#REF! #REF!

3.1 #REF! #REF! #REF!

#REF!

sub total

4.0 ROOFING WORKS / METAL WORKS


4.2 #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!



sub total

5.0 #REF!



sub total

#REF! #REF!

#REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

sub total

#REF! #REF!

7.1 FLOOR FINISH

#REF! #REF! #REF!

#REF! #REF! #REF!

7.2 #REF!


7.3 #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

sub-total

8.0 #REF!



of 43


8.3 #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!


sub total

9.0 #REF!


9.2 #REF! #REF! set

9.3 #REF! #REF! set



9.6 #REF! #REF! set







sub total

SUBTOTAL A


B. IMPROVEMENT OF MARKET DRAINAGE SYSTEM1.0 SITEWORKS

1.1 Demolition/Removal of Structures and Obstructions 1.00 lot1.2 Excavation 404.00 cu.m.

sub total

3.0 CONCRETE WORKS

3.1 RCCP ( 0.61 m diameter ) 33.00 l.m.

sub total

4.0 MASONRY

Including rebar and formworks

4.1 Lined Canal

a. CHB Lined Canal A ( Line 1,2,3 ) 191.50 l.m.

b. CHB Lined Canal B ( Line 4-A, 4-B, 5,6 ) 144.00 l.m.

c. CHB Lined Canal C ( Line 7,8 ) 108.50 l.m.

4.2 Catch Basin (with Steel Grating Cover) 19.00 units

sub total

SUBTOTAL B


C. CONCRETING OF PUV PARKING AREA1.0 SITEWORKS

1.1 Excavation 170.00 cu.m.

sub total

3.0 CONCRETE WORKS

3.1 PCCP 845.00 sq.m.

sub total

10.0 OTHER ITEMS

10.1 Sub-Grade Preparation 845.00 sq.m.

sub total

10.2 Aggregate Sub-Base Coarse 169.00 cu.m.

sub total

SUBTOTAL C


D. CONCRETING OF ACCESS ROAD

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1.0 SITEWORKS1.1 Excavation 286.00 cu.m.

sub total

2.0 CONCRETE WORKS

2.1 PCCP 948.00 sq.m.

sub total

10.0 OTHER ITEMS

10.1 Sub-Grade Preparation 1422.00 sq.m.

sub total

10.2 Aggregate Sub-Base Coarse 286.00 cu.m.

sub total

SUBTOTAL D

TOTAL SUBPROJECT COST Php

NOTE:

The cost for the following are included in the above indicated UNIT COST ( Refer to

attached Detailed Cost Estimate/Unit Cost Analysis).

1.0 Direct Cost

1.1 Material Cost

1.2 Labor Cost

1.3 Equipment Expenses

1.4 Mobilization/Demobilization & Temporary Facilities

2.0 Indirect Cost

2.1 Overhead Expenses

a. Supervision

b. Transport Allowances

c. Office Expenses

2.2 Contingencies (allotment for potential cost overrun)

2.3 Miscellaneous Expenses

a. Premium for Insurances

b. Permits

c. Taxes

d. Material Testing

2.4 Contractor's Profit

3.0 Contractor's Taxes (VAT)

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BILL OF QUANTITIESProject Title: COMPLETION OF MARKET STALLS (BUILDING 1)Location : Libungan, North CotabatoDuration : 180 Calendar Days


#REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF!





1.6 Lay-out and Staking #REF! sq.m #REF! #REF!

sub total #REF!

#REF! #REF!

#REF!







2500 psi (including rebar and formworks)


sub total #REF!

#REF! #REF!

3.1 #REF! #REF! #REF! #REF! #REF!

#REF!

sub total #REF!

4.0 ROOFING WORKS / METAL WORKS


4.2 #REF!

#REF! #REF! #REF! #REF! #REF!







sub total #REF!

5.0 #REF!



sub total #REF!

#REF! #REF!

#REF! #REF!








#REF! #REF! #REF!





sub total #REF!

#REF! #REF!

7.1 FLOOR FINISH



7.2 #REF!


7.3 #REF!




sub-total #REF!

8.0 #REF!



8.3 #REF! #REF!




of 43






sub total #REF!

9.0 #REF!


9.2 #REF! #REF! set #REF! #REF!











sub total #REF!

SUBTOTAL #REF!

NOTE:

The cost for the following are included in the above indicated UNIT COST ( Refer to

attached Detailed Cost Estimate/Unit Cost Analysis).

1.0 Direct Cost

1.1 Material Cost

1.2 Labor Cost

1.3 Equipment Expenses

1.4 Mobilization/Demobilization & Temporary Facilities

2.0 Indirect Cost

2.1 Overhead Expenses

a. Supervision

b. Transport Allowances

c. Office Expenses

2.2 Contingencies (allotment for potential cost overrun)

2.3 Miscellaneous Expenses

a. Premium for Insurances

b. Permits

c. Taxes

d. Material Testing

2.4 Contractor's Profit

3.0 Contractor's Taxes (VAT)

Prepared by:

JERRY T. LICAYAN Municipal Engineer

UNIT COST DERIVATION: EXPANSION OF HEALTH CENTER

Item No. : 1.1Description : EXCAVATION ( Column & Wall Footing )Unit : cu.m

Quantity 5Item Duration. 2 Calendar Days

Rate Direct

Description Quantity Unit Days Per Day Cost ( Php ) ( Php )


sub-total - B. Labor Foreman 1 1 350.00 350.00 Laborer 2 1 200.00 400.00 sub-total 750.00


( Php ) ( Php )

C. Materials NONE

sub-total -

D. Total Direct Cost 750.00 INDIRECT COST E. Mob./Demob 1.00 % of Direct Cost 7.50 F. OCM 5% of Direct Cost 37.50 G. Profit 10 % of Direct Cost 75.00 H. Total Indirect Cost 120.00

870.00 104.40

SUBTOTAL FOR EXCAVATION 974.40 COST PER CUBIC METER 194.88



Item No. : 1.2Description : BACKFILL (Footing and slab on fill)Unit : Cu.m

Quantity 10.00Item Duration. 1 Calendar Days


( Php ) ( Php )




( Php ) ( Php )

C. Materials Filling materials 10 cu.m 250 2,500.00

sub-total 2,500.00


3,770.00 152.40

SUBTOTAL FOR BACKFILL 3,922.40 COST PER CUBIC METER 392.24



Item No. : 1.3Description : COMPACTIONUnit : Square Meter (sqm)

Quantity 7Item Duration. 1 Calendar Day


( Php ) ( Php )




( Php ) ( Php )

C. Materials NONE

sub-total -

D. Total Direct Cost 550.00 INDIRECT COST E. Mob./Demob 1.00 % of Direct Cost 5.50 F. OCM 5 % of Direct Cost 27.50 G. Profit 10 % of Direct Cost 55.00 H. Total Indirect Cost 88.00

638.00 76.56

SUBTOTAL FOR COMPACTION 714.56 COST PER SQUARE METER 102.08



Item No. : 1.4Description : GRAVEL BASE (Footing and Slab on-flll)Unit : Cubic Meter (cu.m.)



( Php ) ( Php )


sub-total - B. Labor Foreman 1 1 350.00 350.00 Laborer 1 1 200.00 200.00 sub- total 550.00


( Php ) ( Php )

C. Materials Gravel base 1 cu.m 300 300.00

sub-total 300.00


986.00 82.32

SUBTOTAL FOR GRAVEL BASE 1,068.32 COST PER CUBIC METER 534.16



Item No. : 1.5Description : SOIL POISONINGUnit : Square Meter (Sq.m.)



( Php ) ( Php )

DIRECT COST A. Equipment Chemical Sprayer 1 1 200.00 200.00 sub-total 200.00 B. Labor Foreman 1 1 350.00 350.00 Pest controller 1 1 300.00 300.00 sub-total 650.00


( Php ) ( Php )

C. Materials Chlordrex 1 gal 1500 1,500.00

sub-total 1,500.00


2,726.00 147.12

SUBTOTAL FOR SOIL POISONING 2,873.12 COST PER SQUARE METER 35.91



Item No. : 1.6Description : LAYOUT & STAKING WORKSUnit : Square Meter (Sq.m.)

Quantity 80Item Duration. Calendar Day


( Php ) ( Php )


sub-total - B. Labor Foreman 1 1 350.00 350.00 Laborer 4 1 200.00 800.00 sub-total 1,150.00


( Php ) ( Php )

C. Materials Lumber 100 bd ft 22.00 2,200.00 Assorted CW nails 10 kg 70.00 700.00 sub-total 2,900.00


4,698.00 469.80

SUBTOTAL FOR LAYOUT AND STAKING WORKS 5,167.80 COST PER SQUARE METER



Item No. : 2..1Description : COLUMN FOOTINGSUnit : Cu.m.

Quantity 0.26Item Duration. 1 Calendar Day


( Php ) ( Php )


sub-total - B. Labor Foreman 1 1 350.00 350.00 Mason 1 1 300.00 300.00 Steelman/carpenter 1 1 300.00 300.00 Laborer 1 1 200.00 200.00 sub-total 1,150.00


( Php ) ( Php )

C. MaterialsConcrete Cement 3 bags 240.00 720.00 Sand 1 cu.m 450.00 450.00 Gravel 1 cu.m 550.00 550.00 Reinforcing Bar - 12mm dia deformed stl bar 2 lenghts 230.00 460.00

3 kg 85.00 255.00 sub-total 2,435.00


4,158.60 206.83

SUBTOTAL FOR FOOTINGS 4,365.43 COST PER CUBIC METER 16,790.12

#16 G.I. Tire Wire



Item No. : 2.2Description : COLUMNSUnit : Cu.m.



( Php ) ( Php )


sub-total - B. Labor Foreman 1 3 350.00 1,050.00 Mason 1 3 250.00 750.00 Carpenter 1 3 250.00 750.00 Steelman 1 4 250.00 1,000.00 Laborers 2 4 150.00 1,200.00 sub-total 4,750.00


( Php ) ( Php )

C. MaterialsConcrete Cement 10 bags 230.00 2,300.00 Sand 1 cu.m 450.00 450.00 Gravel 1 cu.m 550.00 550.00 Reinforcing Bar - 16mm dia deformed stl bar 6 lenghts 440.00 2,640.00 10mm dia column ties 10 lenghts 165.00 1,650.00 #16 G.I. Tire Wire 10 kg 85.00 850.00 Formworks - Lumber 40 bd ft 22.00 880.00 1/2" x 4' x 8' Ordinary Plywood 4 pcs 270.00 1,080.00 Nails 4 kg 70.00 280.00 Formoil(used oil) 4 ltrs 5.00 20.00 sub-total 10,700.00


17,922.00 866.64

SUBTOTAL FOR COLUMNS 18,788.64 COST PER CUBIC METER 24,721.89


UNIT COST DERIVATION: EXPANSION OF HEALTH CENTERItem No. : 2.4Description : BEAM Unit : Cu.m.



( Php ) ( Php )


sub-total - B. Labor Foremen 1 3 350.00 1,050.00 Carpenter 1 3 250.00 750.00 Mason 2 3 250.00 1,500.00 Steelman 2 3 250.00 1,500.00 Laborer 3 3 150.00 1,350.00 sub-total 6,150.00


( Php ) ( Php )

C. Materials Concrete Cement 10 bags 230.00 2,300.00 Sand 1 cu.m 450.00 450.00 Gravel 1 cu.m 550.00 550.00 Reinforcing bar 16mm dia def stl bar 8 lengths 440.00 3,520.00 10mm dia def stl bar 10 lengths 165.00 1,650.00 #16 G. I wires 5 kg 85.00 425.00 Formworks Lumber 100 bd ft 22.00 2,200.00 1/4"x4'x8' ordinary 4 pcs 270.00 1,080.00 Nails 10 kg 70.00 700.00 Formoil 5 ltrs 5.00 25.00 sub-total 12,900.00


22,098.00 1,103.76

SUBTOTAL FOR BEAMS 23,201.76 COST PER CUBIC METER 33,145.37


UNIT COST DERIVATION: EXPANSION OF HEALTH CENTERItem No. : 2.6Description : SLAB ON FILLUnit : Cu.m.



( Php ) ( Php )


sub-total - B. Labor Foreman 1 3 350.00 1,050.00 Mason 4 4 250.00 4,000.00 Steelman 1 4 250.00 1,000.00 Laborer 8 4 150.00 4,800.00 sub-total 10,850.00


( Php ) ( Php )

C. Materials Concrete Cement 36 bags 230.00 8,280.00 Sand 3 cu.m 450.00 1,350.00 Gravel 4 cu.m 550.00 2,200.00 Temperature bars - 10mm dia def stl bars 15 lenghts 165.00 2,475.00 #16 G I tie wires 10 kg 85.00 850.00 sub-total 15,155.00


30,165.80 1,801.30

SUBTOTAL FOR SLAB ON FILL 31,967.10 COST PER CUBIC METER 8,879.75



Item No. : 5.1Description : INTERIOR CEILINGUnit : Sq.m.

Quantity 75.6

Item Duration. 3 Calendar Days Rate Direct


DIRECT COST

B. Labor Foreman 1 3 350.00 1,050.00 Carpenter 4 3 300.00 3,600.00 Laborer 2 3 200.00 1,200.00 sub-total 5,850.00


( Php ) ( Php )

C. Materials Ceiling boards 1/4"X4'X8' ord. plywood 30 pcs 270.00 8,100.00 Joist & hangers 2"x2" hardwood 200 bd ft 22.00 4,400.00 Assorted CW nails 15 kg 70.00 1,050.00 sub-total 13,550.00


22,504.00 1,074.48

SUBTOTAL FOR INTERIOR CEILING 23,578.48 COST PER SQUARE METER 311.88



Item No. : 5.2Description : EXTERIOR CEILINGUnit : Sq.m.

Quantity 28

Item Duration. 2 Calendar Days Rate Direct


DIRECT COST

B. Labor Foreman 1 2 350.00 700.00 Carpenter 2 2 300.00 1,200.00 Laborer 2 2 200.00 800.00 sub-total 2,700.00


( Php ) ( Php )

C. Materials Ceiling boards 1/4"X4'X8' marine plywood 10 pcs 350.00 3,500.00 Joist & hangers 2"x2" hardwood 100 bd ft 22.00 2,200.00 Assorted CW nails 10 kg 70.00 700.00 sub-total 6,400.00


10,556.00 498.72

SUBTOTAL FOR INTERIOR CEILING 11,054.72 COST PER SQUARE METER 394.81



Item No. : 6Description : FLUSH DOORUnit : Set

Quantity 2

Item Duration. 1 Calendar Days


( Php ) ( Php )


B. Labor

Foreman 1 1 350.00 350.00 Carpenter 2 1 300.00 600.00 sub-total 950.00


( Php ) ( Php )

C. Materials Hollow core flush door (2.10mx0.90m) 2 sets 5,000.00 10,000.00 Including jamb 4"x4" loose pin hinges 2 sets 120.00 240.00 Lockset (kwikset) 1 sets 1,500.00 1,500.00 sub-total 11,740.00


14,720.40 357.65

SUBTOTAL FOR D2 15,078.05 COST PER SET 7,539.02


Item No. : 7.3aDescription : PAINTING ( CONCRETE SURFACE )Unit : sq. m

Quantity 181.00

Item Duration. 5 Calendar Day


( Php ) ( Php )


sub-total - B. Labor Foreman 1 4 350.00 1,400.00 Painter 3 5 300.00 4,500.00 Helper 2 5 200.00 2,000.00 sub-total 7,900.00


( Php ) ( Php )

C. Materials Latex flat 6 gal 650.00 3,900.00 Latex gloss 12 gal 650.00 7,800.00 Masonry puttty 2 gal 450.00 900.00 Concrete neutralizer 1 gal 350.00 350.00 Tinting colors 12 qrts 150.00 1,800.00 Paint brush 3" 2 pcs 90.00 180.00 Pain tbrush 2" 2 pcs 65.00 130.00 Paint roller w/ pan # 7 2 set 250.00 500.00 sub-total 15,560.00


27,213.60 1,398.43

SUBTOTAL FOR PAINTING (CONCRETE SURFACE) 28,612.03 COST PER SQ. METER 158.08



Item No. :7.3bDescription : PAINTING ( WOOD SURFACE )Unit : sq. m

Quantity 103



( Php ) ( Php )


sub-total - B. Labor Foreman 1 3 350.00 1,050.00 Paintor 2 3 250.00 1,500.00 Helper 1 3 150.00 450.00 sub-total 3,000.00


( Php ) ( Php )

C. Materials Enamel Flatwall 4 gal 650.00 2,600.00 Enamel Quick dry 8 gal 650.00 5,200.00 Glazing putty 1 gal 850.00 850.00 Paint thinner 2 gal 450.00 900.00 Tinting color 8 qrts 150.00 1,200.00 Paint brush 3" 2 pcs 90.00 180.00 Paint brush 2" 2 pcs 65.00 130.00 Paint Roller w/ pan 2 pcs 250.00 500.00 Sand paper 2 doz. 100.00 200.00 sub-total 11,760.00


17,121.60 643.39

SUBTOTAL FOR PAINTING ( WOOD SURFACE ) 17,764.99 COST PER SQ. METER 172.48


Item No. :7.3bDescription : PAINTING ( METAL SURFACE )Unit : sq. m

Quantity 130



( Php ) ( Php )


sub-total - B. Labor Foreman 1 3 350.00 1,050.00


Paintor 3 3 250.00 2,250.00 Helper 2 3 150.00 900.00 sub-total 4,200.00


( Php ) ( Php )

C. Materials Red Oxide 5 gal 650.00 3,250.00 Roof paints 10 gal 650.00 6,500.00 Roof Sealant 1 gal 850.00 850.00 Paint brush 3" 2 pcs 90.00 180.00 Paint brush 2" 2 pcs 65.00 130.00 sub-total 10,910.00


17,527.60 794.11

SUBTOTAL FOR PAINTING ( METAL SURFACE ) 18,321.71 COST PER SQ. METER 140.94


Item No. : 7.2 WALL FINISHDescription : 8"X8" GLAZED CERAMIC WALL TILESUnit : sq. m.

Quantity 8.78



( Php ) ( Php )


sub-total - B. Labor Foreman 1 2 350.00 700.00 Mason 2 2 300.00 1,200.00 Helper 1 2 200.00 400.00 sub-total 2,300.00


( Php ) ( Php ) C. Materials 8"X8" glazed ceramic tiles 220 pcs 18.00 3,960.00 Tile grout 2 packs 180.00 360.00 Tile trim 2 lenghts 185.00 370.00 Portland cement 1 bags 250.00 250.00 sub-total 4,940.00


8,398.40 415.01



SUBTOTAL FOR GLAZED CERAMIC TILES 8,813.41 UNIT COST PER SQUARE METER 1,003.81


Item No. : 7.1A FLOOR FINISHDescription : 12"X12" UNGLAZED CERAMIC FLOOR TILESUnit : sq. m.

Quantity 1.44



( Php ) ( Php )


sub-total - B. Labor

Mason 1 1 300.00 300.00 Helper 1 1 200.00 200.00 sub-total 500.00


( Php ) ( Php ) C. Materials 8"X8" Unglazed ceramic tiles 40 pcs 18.00 720.00 Tile grout 1 packs 180.00 180.00 Portland cement 1 bags 250.00 250.00 sub-total 1,150.00


1,914.00 91.68

SUBTOTAL FOR GLAZED CERAMIC TILES 2,005.68 UNIT COST PER SQUARE METER 1,392.83


Item No. : 7.1B FLOOR FINISHDescription : FLOOR TOPPINGUnit : sq. m.

Quantity 86.87



( Php ) ( Php )


sub-total - B. Labor


Mason 3 3 300.00 2,700.00 Helper 2 3 200.00 1,200.00 sub-total 3,900.00


( Php ) ( Php ) C. Materials washed sand 3 cu.m 450.00 1,350.00 Portland cement 10 bags 250.00 2,500.00 sub-total 3,850.00


8,990.00 616.80

SUBTOTAL FOR FLOOR TOPPING 9,606.80 UNIT COST PER SQUARE METER 110.59



Item No. : 8.1Description : WATERLINE (Including Connections and Fittings)Unit : L.M.



( Php ) ( Php )


sub-total - B. Labor Foremen 1 1 350.00 350.00 Plumber 1 1 300.00 300.00 Helper 1 1 200.00 200.00 sub-total 850.00


( Php ) ( Php ) C. Materials 1/2" sch. 40 GI pipe 2 lenghts 460.00 920.00 1/2" GI elbow 5 pcs 25.00 125.00 1/2" GI coupling 4 pcs 25.00 100.00 1/2'" GI TEE 3 pcs 25.00 75.00 Tapelon 3 rolls 35.00 105.00 sub-total 1,325.00


2,523.00 143.76

SUBTOTAL FOR WATER LINE 2,666.76 COST PER LINEAR METER 10.00



Item No. : 8.2Description : SANITARY / SEWER LINE (Including Connections and Fittings)Unit L.M.



( Php ) ( Php )


sub-total - B. Labor Plumber 1 2 300.00 600.00 Helper 1 2 200.00 400.00 sub-total 1,000.00


( Php ) ( Php ) C. Materials 75 mm dia. PVC pipe 4 lenghts 120.00 480.00 75 mm dia. PVC elbow 5 pcs 30.00 150.00 75mm dia PVC coupling 2 pcs 20.00 40.00 75 mm PVC P- trap 5 pcs 85.00 425.00 3"x3" stailnless floor drain 1 pcs 160.00 160.00 Solven t cement 200cc 2 cans 140.00 280.00 sub-total 1,535.00 D. Total Direct Cost 2,535.00 INDIRECT COST E. Mob./Demob 1.00 % of Direct Cost 25.35 F. OCM 5 % of Direct Cost 126.75 G. Profit 10 % of Direct Cost 253.50 H. Total Indirect Cost 405.60

2,940.60 168.67

SUBTOTAL FOR SANITARY / SEWER LINE 3,109.27 COST PER LINEAR METER 259.11


Item No. :8.3Description : SINK (with counter)Unit : SetQuantity 1Item Duration. 2 Calendar Day

Rate Direct

Description Quantity Unit Days Per Day Cost

( Php ) ( Php )

DIRECT COST

A. Equipment

sub-total -

B. Labor

Foreman 1 1 350.00 350.00 Plumber 2 2 300.00 1,200.00 Helper 2 2 200.00 800.00 sub-total 2,350.00

Unit Direct

Description Quantity Unit Cost Cost

( Php ) ( Php )


C. Materials

sink 1 sets 1,000.00 1,000.00 Cement 5 bags 250.00 1,250.00 sand 1 cu.m 450.00 450.00 Gravel 1 cu.m 550.00 550.00 Tiles 60 pcs 15.00 900.00 Tile trim 3 pcs 130.00 390.00 tile grout 1 packs 180.00 180.00 sub-total 4,720.00

D. Total Direct Cost 2,350.00

INDIRECT COST

E. Mob./Demob 1.00 % of Direct Cost 23.50 F. OCM 5 % of Direct Cost 117.50 G. Profit 10 % of Direct Cost 235.00 H. Total Indirect Cost 376.00

2,726.00

327.12

SUBTOTAL FOR SCRUB SINK/CLEAN UP 3,053.12


COST PER SET 3,053.12

Item No. : 8.3dDescription : TISSUE HOLDERUnit : Sets



( Php ) ( Php )


sub-total - B. Labor Plumber 1 1 300.00 300.00 sub-total 300.00


( Php ) ( Php )

C. Materials Tissue holder 2 set 320.00 640.00 sub-total 640.00


1,090.40 54.05

SUBTOTAL FOR TISSUE HOLDER 1,144.45 COST PER SET 572.22



Item No. : 8.3eDescription : SOAP HOLDER Unit : UNIT



( Php ) ( Php )




( Php ) ( Php )

C. Materials

Soap holder 2 300.00 600.00 sub-total 600.00


1,044.00 53.28

SUBTOTAL FOR SOAP HOLDER 1,097.28 COST PER SET 548.64



Item No. : 8.3fDescription : FAUCETUnit : UNIT



( Php ) ( Php )




( Php ) ( Php )

C. Materials

Faucet ( US ) 3 350.00 1,050.00

sub-total 1,050.00


1,566.00 61.92

SUBTOTAL FOR FAUCET 1,627.92 COST PER UNIT 542.64



Item No. : 4.1Description : C-PURLINS 100mm x 50mmUnit : L.m.Quantity 7Item Duration. 3 Calendar Day


( Php ) ( Php )

DIRECT COST A. Equipment Welding machine 1 1 600.00 600.00 sub-total 600.00 B. Labor Foreman 1 2 350.00 700.00 Welder 1 1 300.00 300.00 Steelman 1 3 300.00 900.00 Laborer 1 3 200.00 600.00 sub-total 2,500.00


( Php ) ( Php )

C. Materials 100mmx50mm ga. 14 C-purlins 7 lenghts 550.00 3,850.00 50mmx50mmx6mm angle bar 1 lenghts 1,200.00 1,200.00 Welding rod 5 kg 110.00 550.00 Red oxide paint 1 gal 350.00 350.00 sub-total 5,950.00


10,498.00 545.76

SUBTOTAL FOR C-PURLINS 11,043.76 COST PER LINEAR METER 1,577.68



Item No. : 4.2Description : TRUSS Unit : SetsQuantity 2Item Duration. 2 Calendar Days


( Php ) ( Php )

DIRECT COST A. Equipment Welding machine 1 2 600.00 1,200.00 sub-total 1,200.00 B. Labor Foreman 1 2 350.00 700.00 Steelman 1 2 300.00 600.00 Welder 1 2 300.00 600.00 Helper 3 2 200.00 1,200.00 sub-total 3,100.00


( Php ) ( Php )

C. Materials 50mmX50mmx6mm angle bar 2 lenghts 1,200.00 2,400.00 38mmx38mmx6mm angle bar 2 lenghts 1,030.00 2,060.00 16mm dia.x 250mm anchor bolt w/ nuts & wsher 16 lenghts 75.00 1,200.00 6mm x200mmx200mm base plate 4 pcs 230.00 920.00 Welding rod E-70 10 kg 110.00 1,100.00 sub-total 7,680.00


13,896.80 746.02

SUBTOTAL FOR TRUSS 14,642.82 COST PER SET 7,321.41


Item No. : 4.3Description : ROOF SHEETS ( INCLUDING FLUSHING )Unit : sq. mQuantity 19.2Item Duration. 1 Calendar Days


( Php ) ( Php )

DIRECT COST A. Equipment Electric hand rail 1 1 250.00 250.00 sub-total 250.00 B. Labor


Foreman 1 1 350.00 350.00 Roof shts installer 2 1 300.00 600.00 sub-total 950.00


( Php ) ( Php )

C. Materials

Ga. 26, 7" corr GI roofing 7 l.m. 220.00 1,540.00 TEK screw 50 pcs 5.00 250.00 Roof cement 1 ltrs 250.00 250.00 sub-total 2,040.00


3,758.40 206.21

SUBTOTAL FOR ROOF SHEETS 3,964.61 COST PER SQ. METRE 206.49


Item No. 4.4Description : HORIZONTAL STEEL GRILLSUnit : sq. mQuantity 15.84Item Duration. 1 Calendar Days


( Php ) ( Php )

DIRECT COST A. Equipment Electric hand rail 1 1 250.00 250.00 sub-total 250.00 B. Labor Foreman 1 1 350.00 350.00 window grillls installer 2 1 300.00 600.00 sub-total 950.00


( Php ) ( Php )

C. Materials

Steel horizontal grills 22 sets 500.00 11,000.00


swa of drainage pob-sin

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