15
: Payment Certificates No. : : 240.00 days : 30.00 days 210.00 days QUANTITY % QUANTITY % QUANTITY % 0.00% 0.000% 0.00% 1.0 GENERAL REQUIREMENTS Permits & Local Tax ( Barangay and Government) 1.00 lot 640,000.00 1.3742% 640,000 1.00 DPWH Clearance for Right of Way 1.00 lot 60,000.00 0.1288% 60,000 - 0.00% - - - 1.00 Bonds and Insurances 1.00 lot 302,500.00 0.6495% 302,500 - 0.00% - - - 1.00 Mobilization / Demobilization 1.00 lot 30,000.00 0.0644% 30,000 - 0.00% - - - 1.00 Design & Engineering / As-Built Plans 1.00 lot 850,000.00 1.8252% 850,000 - 0.00% - - - 1.00 Soil Bore Testing 1.00 lot 70,000.00 0.1503% 70,000 - 0.00% - - - 1.00 Temporary Works 1.00 lot 270,000.00 0.5798% 270,000 - 0.00% - - - 1.00 Site Utilities (power & water) 1.00 lot 75,000.00 0.1610% 75,000 - 0.00% - - - 1.00 - 2,297,500 - - - - - 2.0 SITE WORKS - Cleaning and Removal of Affected Structures lot - - Demolition of Existing CHB Fence/Structures 1.00 lot 215,151.66 0.4620% 215,152 - 0.00% - - - 1.00 Disposal of Existing Building Debris 1.00 lot 161,363.75 0.3465% 161,364 - 0.00% - - - 1.00 - 376,515 - - - - - 3.0 EARTHWORKS - Foundation Excavation 822.56 cu.m 204.39 0.3610% 168,126 - 0.00% - - - 822.56 Installation of Gravel Bedding (100mm thk) 138.91 cu.m 997.77 0.2976% 138,600 - 0.00% - - - 138.91 Installation of Lean Concrete (50mm thk) cu.m 3,334.85 - 0.00% - - - - Backfilling 478.94 cu.m 268.94 0.2766% 128,805 - 0.00% - - - 478.94 Supply and Application of Soil Treatment 1,213.60 sq.m 80.68 0.2103% 97,916 - 0.00% - - - 1,213.60 Supply and Installation of Polyethelene Sheet (SOG) 364.00 sq.m 31.20 0.0244% 11,356 - 0.00% - - - 364.00 Disposal, Excess Excavated Materials 295.00 cu.m 344.24 0.2181% 101,552 - 0.00% - - - 295.00 - 646,353 - - - - - 4.0 STRUCTURAL WORKS - 4.1 Supply and Installation of Formworks - Foundation Footings, Wall Footing, Slab on Grade 382.46 sq.m 322.73 0.2650% 123,430 - 0.00% - - - 382.46 Column / Pedestal 874.40 sq.m 355.00 0.6665% 310,412 - 0.00% - - - 874.40 Suspended Slab, conventional 2,382.07 sq.m 355.00 1.8158% 845,634 - 0.00% - - - 2,382.07 Girders/beams 1,913.28 sq.m 355.00 1.4585% 679,215 - 0.00% - - - 1,913.28 Parapet Wall 24.37 sq.m 355.00 0.0186% 8,651 - 0.00% - - - 24.37 Staircase/Ramp 242.66 sq.m 355.00 0.1850% 86,144 - 0.00% - - - 242.66 Scaffolding 4,171.33 sq.m 344.24 3.0834% 1,435,948 - 0.00% - - - 4,171.33 - 3,489,435 - - - - - 4.2 Supply and Installation of Reinforcing Steel Bars - Foundation Footing, FTB, Wall Footings 24,436.00 kgs 43.57 2.2860% 1,064,633 - 0.00% - - - 24,436.00 Column / Pedestal 28,865.58 kgs 43.57 2.7004% 1,257,622 - 0.00% - - - 28,865.58 Suspended Slab 49,488.75 kgs 43.57 4.6298% 2,156,136 - 0.00% - - - 49,488.75 Beams/Girders/Parapet Wall 50,288.60 kgs 43.57 4.7046% 2,190,984 - 0.00% - - - 50,288.60 Staircase/Ramp 4,213.34 kgs 43.57 0.3942% 183,568 - 0.00% - - - 4,213.34 Slab on Grade 6,297.60 kgs 43.57 0.5892% 274,375 - 0.00% - - - 6,297.60 - 7,127,318 - - - - - 4.3 Concreting Works - Foundation Footing 257.33 cu.m 3,652.20 2.0181% 939,828 - 0.00% - - - 257.33 Footing Tie Beam 15.95 cu.m 3,652.20 0.1251% 58,253 - 0.00% - - - 15.95 Wall Footing 13.80 cu.m 3,652.20 0.1082% 50,400 - 0.00% - - - 13.80 Column/ Pedestal 110.08 cu.m 4,028.71 0.9523% 443,481 - 0.00% - - - 110.08 Parapet Wall 3.52 cu.m 4,028.71 0.0305% 14,181 - 0.00% - - - 3.52 Girders/Beams 179.60 cu.m 4,028.71 1.5537% 723,566 - 0.00% - - - 179.60 Suspended Slab 329.93 cu.m 4,028.71 2.8541% 1,329,174 - 0.00% - - - 329.93 Slab on Grade 157.44 cu.m 3,974.93 1.3438% 625,812 - 0.00% - - - 157.44 Staircase/Ramp 48.62 cu.m 3,705.99 0.3869% 180,185 - 0.00% - - - 48.62 - 4,364,880 - - - - - 4.4 Miscellaneous Structures - Septic Tank, Cistern & Water Storage 1.00 lot 475,355.00 1.0207% 475,355 - 0.00% - - - 1.00 - 475,355 - - - - - 5.0 Structural Steel Works - Steel Columns kgs - - Steel Beams kgs - - Steel Truss - Total (PS 2-SHED 40) 4,584.27 kgs 96.82 0.9530% 443,841 - 0.00% - - - 4,584.27 Total (PS 2.5-SHED 40) - kgs 96.82 - Total (PS 5-SHED 40) 7,174.20 kgs 96.82 1.4915% 694,593 - 0.00% - - - 7,174.20 Net Balance (In Quantity) Report Ending: Contract Duration: Time Elapsed : PREVIOUS THIS PERIOD TO DATE AMOUNT CONTRACT AMOUNT ACTUAL QUANTITIES AND PHYSICAL PROGRESS PREVIOUS THIS PERIOD TODATE UNIT UNIT RATE EWT% Sub-Total Sub-Total Sub-Total Sub-total Sub-total Sub-total Sub-Total MONTHLY PROGRESS ACCOMPLISHMENT Actual Start : Actual Finish : Extention of Time : Time Remaining : PROJECT PROJECT No. Scheduled Start Scheduled Finish ITEM DESCRIPTION QTY

Monthly Progress Billing Accomplisment

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Page 1: Monthly Progress Billing Accomplisment

: Payment Certificates No.

:

: 240.00 days

: 30.00 days

210.00 days

QUANTITY % QUANTITY % QUANTITY %

0.00% 0.000% 0.00%

1.0 GENERAL REQUIREMENTS

Permits & Local Tax ( Barangay and Government) 1.00 lot 640,000.00 1.3742% 640,000 1.00

DPWH Clearance for Right of Way 1.00 lot 60,000.00 0.1288% 60,000 - 0.00% - - - 1.00

Bonds and Insurances 1.00 lot 302,500.00 0.6495% 302,500 - 0.00% - - - 1.00

Mobilization / Demobilization 1.00 lot 30,000.00 0.0644% 30,000 - 0.00% - - - 1.00

Design & Engineering / As-Built Plans 1.00 lot 850,000.00 1.8252% 850,000 - 0.00% - - - 1.00

Soil Bore Testing 1.00 lot 70,000.00 0.1503% 70,000 - 0.00% - - - 1.00

Temporary Works 1.00 lot 270,000.00 0.5798% 270,000 - 0.00% - - - 1.00

Site Utilities (power & water) 1.00 lot 75,000.00 0.1610% 75,000 - 0.00% - - - 1.00

-

2,297,500 - - - -

-

2.0 SITE WORKS -

Cleaning and Removal of Affected Structures lot - -

Demolition of Existing CHB Fence/Structures 1.00 lot 215,151.66 0.4620% 215,152 - 0.00% - - - 1.00

Disposal of Existing Building Debris 1.00 lot 161,363.75 0.3465% 161,364 - 0.00% - - - 1.00

-

376,515 - - - -

-

3.0 EARTHWORKS -

Foundation Excavation 822.56 cu.m 204.39 0.3610% 168,126 - 0.00% - - - 822.56

Installation of Gravel Bedding (100mm thk) 138.91 cu.m 997.77 0.2976% 138,600 - 0.00% - - - 138.91

Installation of Lean Concrete (50mm thk) cu.m 3,334.85 - 0.00% - - - -

Backfilling 478.94 cu.m 268.94 0.2766% 128,805 - 0.00% - - - 478.94

Supply and Application of Soil Treatment 1,213.60 sq.m 80.68 0.2103% 97,916 - 0.00% - - - 1,213.60

Supply and Installation of Polyethelene Sheet (SOG) 364.00 sq.m 31.20 0.0244% 11,356 - 0.00% - - - 364.00

Disposal, Excess Excavated Materials 295.00 cu.m 344.24 0.2181% 101,552 - 0.00% - - - 295.00

-

646,353 - - - -

-

4.0 STRUCTURAL WORKS -

4.1 Supply and Installation of Formworks -

Foundation Footings, Wall Footing, Slab on Grade 382.46 sq.m 322.73 0.2650% 123,430 - 0.00% - - - 382.46

Column / Pedestal 874.40 sq.m 355.00 0.6665% 310,412 - 0.00% - - - 874.40

Suspended Slab, conventional 2,382.07 sq.m 355.00 1.8158% 845,634 - 0.00% - - - 2,382.07

Girders/beams 1,913.28 sq.m 355.00 1.4585% 679,215 - 0.00% - - - 1,913.28

Parapet Wall 24.37 sq.m 355.00 0.0186% 8,651 - 0.00% - - - 24.37

Staircase/Ramp 242.66 sq.m 355.00 0.1850% 86,144 - 0.00% - - - 242.66

Scaffolding 4,171.33 sq.m 344.24 3.0834% 1,435,948 - 0.00% - - - 4,171.33

-

3,489,435 - - - -

-

4.2 Supply and Installation of Reinforcing Steel Bars -

Foundation Footing, FTB, Wall Footings 24,436.00 kgs 43.57 2.2860% 1,064,633 - 0.00% - - - 24,436.00

Column / Pedestal 28,865.58 kgs 43.57 2.7004% 1,257,622 - 0.00% - - - 28,865.58

Suspended Slab 49,488.75 kgs 43.57 4.6298% 2,156,136 - 0.00% - - - 49,488.75

Beams/Girders/Parapet Wall 50,288.60 kgs 43.57 4.7046% 2,190,984 - 0.00% - - - 50,288.60

Staircase/Ramp 4,213.34 kgs 43.57 0.3942% 183,568 - 0.00% - - - 4,213.34

Slab on Grade 6,297.60 kgs 43.57 0.5892% 274,375 - 0.00% - - - 6,297.60

-

7,127,318 - - - -

-

4.3 Concreting Works -

Foundation Footing 257.33 cu.m 3,652.20 2.0181% 939,828 - 0.00% - - - 257.33

Footing Tie Beam 15.95 cu.m 3,652.20 0.1251% 58,253 - 0.00% - - - 15.95

Wall Footing 13.80 cu.m 3,652.20 0.1082% 50,400 - 0.00% - - - 13.80

Column/ Pedestal 110.08 cu.m 4,028.71 0.9523% 443,481 - 0.00% - - - 110.08

Parapet Wall 3.52 cu.m 4,028.71 0.0305% 14,181 - 0.00% - - - 3.52

Girders/Beams 179.60 cu.m 4,028.71 1.5537% 723,566 - 0.00% - - - 179.60

Suspended Slab 329.93 cu.m 4,028.71 2.8541% 1,329,174 - 0.00% - - - 329.93

Slab on Grade 157.44 cu.m 3,974.93 1.3438% 625,812 - 0.00% - - - 157.44

Staircase/Ramp 48.62 cu.m 3,705.99 0.3869% 180,185 - 0.00% - - - 48.62

-

4,364,880 - - - -

-

4.4 Miscellaneous Structures -

Septic Tank, Cistern & Water Storage 1.00 lot 475,355.00 1.0207% 475,355 - 0.00% - - - 1.00

-

475,355 - - - -

-

5.0 Structural Steel Works -

Steel Columns kgs - -

Steel Beams kgs - -

Steel Truss -

Total (PS 2-SHED 40) 4,584.27 kgs 96.82 0.9530% 443,841 - 0.00% - - - 4,584.27

Total (PS 2.5-SHED 40) - kgs 96.82 -

Total (PS 5-SHED 40) 7,174.20 kgs 96.82 1.4915% 694,593 - 0.00% - - - 7,174.20

Net Balance (In

Quantity)

Report Ending:

Contract Duration:

Time Elapsed :

PREVIOUS THIS PERIOD TO DATE

AMOUNT CONTRACT

AMOUNT

ACTUAL QUANTITIES AND PHYSICAL PROGRESS

PREVIOUS THIS PERIOD TODATEUNIT UNIT RATE EWT%

Sub-Total

Sub-Total

Sub-Total

Sub-total

Sub-total

Sub-total

Sub-Total

MONTHLY PROGRESS ACCOMPLISHMENT

Actual Start :

Actual Finish :

Extention of Time : Time Remaining :

PROJECT

PROJECT No.

Scheduled Start

Scheduled Finish

ITEM DESCRIPTION QTY

Page 2: Monthly Progress Billing Accomplisment

: Payment Certificates No.

:

: 240.00 days

: 30.00 days

210.00 days

QUANTITY % QUANTITY % QUANTITY %

Net Balance (In

Quantity)

Report Ending:

Contract Duration:

Time Elapsed :

PREVIOUS THIS PERIOD TO DATE

AMOUNT CONTRACT

AMOUNT

ACTUAL QUANTITIES AND PHYSICAL PROGRESS

PREVIOUS THIS PERIOD TODATEUNIT UNIT RATE EWT%

MONTHLY PROGRESS ACCOMPLISHMENT

Actual Start :

Actual Finish :

Extention of Time : Time Remaining :

PROJECT

PROJECT No.

Scheduled Start

Scheduled Finish

ITEM DESCRIPTION QTY

Total (PS 8-SHED 40) 8,030.61 kgs 96.82 1.6695% 777,510 - 0.00% - - - 8,030.61

Steel Purlins -

Total (PS 2-SHED 40) 8,903.30 kgs 96.82 1.8509% 862,002 - 0.00% - - - 8,903.30

Lower Roof Truss 3,045.00 kgs 96.82 0.6330% 294,812 - 0.00% - - - 3,045.00

Anchor Bolts, 164.00 pcs 568.00 0.2000% 93,152 - 0.00% - - - 164.00

Steel Painting 1,251.73 sqm 92.40 0.2484% 115,659 - 0.00% - - - 1,251.73

25mm Thk Base Plate 3,862.20 kgs 96.82 0.8029% 373,931 - 0.00% - - - 3,862.20

Non-Shrink Grout 0.57 cu.m 85,063.09 0.1041% 48,486 - 0.00% - - - 0.57

-

3,703,986 - - - -

-

6.0 Metal Works -

Supply and Installation of Steel Gate - units -

Supply and Installation of Steel Pipe Hand Rails 216.85 l.m 897.79 0.4180% 194,683 - 0.00% - - - 216.85

Supply and Installation of Steel Pipe Railings 70.28 l.m 1,316.76 0.1987% 92,542 - 0.00% - - - 70.28

-

287,225 - - - -

-

7.0 Masonry Works -

Supply and Installation of 150 mm thk Concrete Hollow Blocks (CHB) Exterior Wall with Rebars 959.16 sq.m 950.58 1.9578% 911,758 - 0.00% - - - 959.16

Supply and Installation of 100 mm thk Concrete Hollow Blocks (CHB) Interior Wall with Rebars 996.51 sq.m 642.89 1.3756% 640,639 - 0.00% - - - 996.51

Supply and Installation of Cement Plaster 3,965.32 sq.m 245.40 2.0895% 973,078 - 0.00% - - - 3,965.32

Lintel Beams 193.75 lm 234.31 0.0975% 45,397 - 0.00% - - - 193.75

Stiffener Columns lm 202.55 -

-

2,570,872 - - - -

-

8.0 Architectural Works -

8.1 Floor Finishes -

8.1.1 Ground Floor -

a. FF-1 (300mm x 300mm) Homogeneous "China' Tiles 18.05 sq.m 943.83 0.0366% 17,036 - 0.00% - - - 18.05

b. FF-2 (300mm x 300mm) Ceramic Tiles 8.11 sq.m 808.56 0.0141% 6,556 - 0.00% - - - 8.11

c. FF-3 (300mm x 300mm) Homogeneous "China" Tiles 28.62 sq.m 943.83 0.0580% 27,012 - 0.00% - - - 28.62

d. FF-4 Carpet Tiles - sq.m 2,163.18 -

e. FF-5 Engineered Wood or Equivalent - sq.m - -

f. FF-6 (300mm x 300mm) Homogenous Slate Tiles with Nosing Grooves for Stairs 12.47 sq.m 943.83 0.0253% 11,770 - 0.00% - - - 12.47

g. FF-7Trowelled Concrete 1,101.71 sq.m 59.85 0.1416% 65,941 - 0.00% - - - 1,101.71

8.1.2 Second Floor -

a. FF-1 (300mm x 300mm) Homogeneous Tiles 284.48 sq.m 943.83 0.5765% 268,501 - 0.00% - - - 284.48

b. FF-2 (300mm x 300mm) Ceramic Tiles 23.29 sq.m 808.56 0.0404% 18,834 - 0.00% - - - 23.29

c. FF-3 (300mm x 300mm) Homogeneous Tiles 405.05 sq.m 943.83 0.8209% 382,298 - 0.00% - - - 405.05

d. FF-4 Carpet Tiles 93.82 sq.m 2,163.18 0.4358% 202,950 - 0.00% - - - 93.82

e. FF-5 Engineered Wood or Equivalent - sq.m - -

f. FF-6 (300mm x 300mm) Homogenous Slate Tiles with Nosing Grooves for Stairs 83.17 sq.m 943.83 0.1686% 78,498 - 0.00% - - - 83.17

g. FF-7Trowelled Concrete - sq.m 59.85 -

8.1.3 Third Floor -

a. FF-1 (300mm x 300mm) Homogeneous "China" Tiles 258.61 sq.m 943.83 0.5241% 244,084 - 0.00% - - - 258.61

b. FF-2 (300mm x 300mm) Ceramic Tiles 112.93 sq.m 808.56 0.1961% 91,311 - 0.00% - - - 112.93

c. FF-3 (300mm x 300mm) Homogeneous "China" Tiles - sq.m 943.83 -

d. FF-4 Carpet Tiles - sq.m 2,163.18 -

e. FF-5 Engineered Wood or Equivalent 436.63 sq.m 1,643.56 1.5409% 717,628 - 0.00% - - - 436.63

f. FF-6 (300mm x 300mm) Homogenous "China" Tiles with Nosing Grooves for Stairs 124.85 sq.m 943.83 0.2530% 117,837 - 0.00% - - - 124.85

g. FF-7Trowelled Concrete - sq.m 59.85 - 0.00% - - - -

8.1.4 Upper Third Floor -

a. FF-1 (300mm x 300mm) Homogeneous "China" Tiles 115.95 sq.m 943.83 0.2350% 109,437 - 0.00% - - - 115.95

b. FF-2 (300mm x 300mm) Ceramic Tiles - sq.m 808.56 -

c. FF-3 (300mm x 300mm) Homogeneous "China" Tiles - sq.m 943.83 -

d. FF-4 Carpet Tiles 5.09 sq.m 2,163.18 0.0236% 11,011 - 0.00% - - - 5.09

e. FF-5 Engineered Wood or Equivalent - sq.m - -

f. FF-6 (300mm x 300mm) Homogenous "China" Tiles with Nosing Grooves for Stairs 27.32 sq.m 943.83 0.0554% 25,785 - 0.00% - - - 27.32

g. FF-7Trowelled Concrete 482.07 sq.m 59.85 0.0620% 28,853 - 0.00% - - - 482.07

-

2,425,342 - - - -

-

8.2 Wall Finishes -

8.2.1 EF-1 (Elastomeric Paint) 799.51 sq.m 173.57 0.2980% 138,774 - 0.00% - - - 799.51

8.2.2 EF-2 (Composite Aluminum Panels) 306.55 sq.m 4,189.70 2.7578% 1,284,334 - 0.00% - - - 306.55

8.2.3 EF-3 (24mm thk IGU, Stick Built Curtain Wall System) Reflective Glass - sq.m - -

8.2.4 EF-4 (Tinted Glass Window) - sq.m - -

8.2.5 WF-1 (Semi-Gloss Paint) 2,898.57 sq.m 173.57 1.0803% 503,114 - 0.00% - - - 2,898.57

8.2.6 WF-2 (300mm x 300mm Ceramic Wall Tile ) 559.37 sq.m 808.56 0.9712% 452,284 - 0.00% - - - 559.37

8.2.7 WF-3 (Acoustic Panels) 74.44 sq.m 3,196.14 0.5109% 237,908 - 0.00% - - - 74.44

8.2.8 WF-4 (Cushioned Wall Padding) sq.m - -

-

2,616,415 - - - -

-

8.3 Ceiling Finishes -

8.3.1 CF-1 (Exposed Slab and Beams) (Paint Finish) 1,965.12 sq.m 221.46 0.9345% 435,187 - 0.00% - - - 1,965.12

Sub-Total

Sub-Total

Sub-Total

Sub-total

Sub-total

Page 3: Monthly Progress Billing Accomplisment

: Payment Certificates No.

:

: 240.00 days

: 30.00 days

210.00 days

QUANTITY % QUANTITY % QUANTITY %

Net Balance (In

Quantity)

Report Ending:

Contract Duration:

Time Elapsed :

PREVIOUS THIS PERIOD TO DATE

AMOUNT CONTRACT

AMOUNT

ACTUAL QUANTITIES AND PHYSICAL PROGRESS

PREVIOUS THIS PERIOD TODATEUNIT UNIT RATE EWT%

MONTHLY PROGRESS ACCOMPLISHMENT

Actual Start :

Actual Finish :

Extention of Time : Time Remaining :

PROJECT

PROJECT No.

Scheduled Start

Scheduled Finish

ITEM DESCRIPTION QTY

8.3.2 CF-2 (4.5mm thk Ficem Board on Metal Runners and Hangers) 146.50 sq.m 580.53 0.1826% 85,047 - 0.00% - - - 146.50

8.3.3 CF-3 (600mmx600mm Acoustic Board on Metal Runners and Hangers) 98.77 sq.m 685.95 0.1455% 67,752 - 0.00% - - - 98.77

8.3.4 CF-4 (Spandrel/Metal Ceiling with Metal Frame) 472.55 sq.m 897.79 0.9110% 424,252 - 0.00% - - - 472.55

-

1,012,238 - - - -

-

8.4 Roof Finishes -

8.4.1 Lower Roof Pre-formed, Pre-painted metal Roofing) 121.80 sq.m 957.65 0.2505% 116,641 - 0.00% - - - 121.80

8.4.2 Upper Roof Pre-formed, Pre-painted metal Roofing) 847.00 sq.m 957.65 1.7417% 811,126 - 0.00% - - - 847.00

8.3.5 CF-5 (Roof PE Insulation) 968.80 sq.m 359.12 0.7471% 347,913 - 0.00% - - - 968.80

-

1,275,681 - - - -

-

9.0 Doors and Windows -

9.1 Supply and Installation of Door and Jamb including Lockset, Hinges and Accessories, complete -

a. D-1 (Single Leaf Wrought Iron Swing Door) 2.00 set 27,370.73 0.1175% 54,741 - 0.00% - - - 2.00

b. D-2 (Double Leaf Wrought Iron Swing Door) 2.00 set 89,671.61 0.3851% 179,343 - 0.00% - - - 2.00

c. 8.00 set 27,280.95 0.4686% 218,248 - 0.00% - - - 8.00

d. 6.00 set 44,135.52 0.5686% 264,813 - 0.00% - - - 6.00

e. 2.00 set 24,982.60 0.1073% 49,965 - 0.00% - - - 2.00

f. 4.00 set 38,509.35 0.3308% 154,037 - 0.00% - - - 4.00

g. 4.00 set 50,898.90 0.4372% 203,596 - 0.00% - - - 4.00

h. 1.00 set 95,190.04 0.2044% 95,190 - 0.00% - - - 1.00

i. 1.00 set 89,563.87 0.1923% 89,564 - 0.00% - - - 1.00

j. 15.00 set 26,778.18 0.8625% 401,673 - 0.00% - - - 15.00

k. 4.00 set 25,664.92 0.2204% 102,660 - 0.00% - - - 4.00

l. AGD-1 (Double Leaf Swing Door on Analoq Aluminum Frames) 1.00 set 88,129.80 0.1892% 88,130 - 0.00% - - - 1.00

m. AGD-2 (Double Leaf Swing Door on Analoq Aluminum Frames) 1.00 set 70,157.17 0.1506% 70,157 - 0.00% - - - 1.00

n. AGD-3 (Double Leaf Swing Door on Analoq Aluminum Frames) 1.00 set 70,082.95 0.1505% 70,083 - 0.00% - - - 1.00

o. AGD-4 (Double Leaf Swing Door on Analoq Aluminum Frames) set 59,040.09 0.0000% - -

p. 16.00 set 24,599.54 0.8451% 393,593 - 0.00% - - - 16.00

q. 14.00 set 17,261.57 0.5189% 241,662 - 0.00% - - - 14.00

-

9.2 Supply and Installation of Windows including Locksets and Accessories, complete -

a. set - - -

b. set - - -

c. ALW-3 ( 6mm Thk Tempered Float Glass with on Analoq Aluminum frame) 1.00 set 690,905.25 1.4836% 690,905 - 0.00% - - - 1.00

d. ALW-4 (6mm Thk Glass with Analoq Aluminum Frame) 1.00 set 109,803.73 0.2358% 109,804 - 0.00% - - - 1.00

e. ALW-5 (6mm Thk Glass with AnaloqAluminum Frame) 1.00 set 46,116.06 0.0990% 46,116 - 0.00% - - - 1.00

f. ALW-6 (6mm Thk Glass with AnaloqAluminum Frame) 2.00 set 46,116.06 0.1980% 92,232 - 0.00% - - - 2.00

g. ALW-7 (6mm Thk Glass with Analoq Aluminum Frame) 2.00 set 22,377.68 0.0961% 44,755 - 0.00% - - - 2.00

h. ALW-8 (6mm Thk Glass with Analoq Aluminum Frame) 7.00 set 10,659.32 0.1602% 74,615 - 0.00% - - - 7.00

i. ALW-9 (6mm Thk Glass with Analoq Aluminum Frame) 2.00 set 15,201.44 0.0653% 30,403 - 0.00% - - - 2.00

j. ALW-10 (6mm Thk Glass with Analoq Aluminum Frame) 1.00 set 25,290.84 0.0543% 25,291 - 0.00% - - - 1.00

k. ALW-11 (6mm Thk Glass with Analoq Aluminum Frame) 1.00 set 62,744.99 0.1347% 62,745 - 0.00% - - - 1.00

l. ALW-12 (6mm Thk Glass with Analoq Aluminum Frame) 2.00 set 3,910.79 0.0168% 7,822 - 0.00% - - - 2.00

m. ALW-13 (6mm Thk Glass with Analoq Aluminum Frame) 2.00 set 6,507.21 0.0279% 13,014 - 0.00% - - - 2.00

n. ALW-14 (6mm Thk Glass with Analoq Aluminum Frame) 2.00 set 23,529.37 0.1010% 47,059 - 0.00% - - - 2.00

o. ALW-15 (6mm Thk Glass with Analoq Aluminum Frame) 1.00 set 122,516.48 0.2631% 122,516 - 0.00% - - - 1.00

p. ALW-16 (6mm Thk Glass with Analoq Aluminum Frame) 2.00 set 14,159.64 0.0608% 28,319 - 0.00% - - - 2.00

q. ALW-17 (6mm Thk Glass with Analoq Aluminum Frame) 2.00 set 19,158.55 0.0823% 38,317 - 0.00% - - - 2.00

r. ALW-18 (6mm Thk Glass with Analoq Aluminum Frame) set 15,693.79 0.0000% - - 0.00% - - - -

s. ALW-19 (6mm Thk Glass with Analoq Aluminum Frame) set 15,381.36 0.0000% - - 0.00% - - - -

t. ALW-20 (6mm Thk Glass with Analoq Aluminum Frame) 1.00 set 39,715.51 0.0853% 39,716 - 0.00% - - - 1.00

u. CW-1 (10mm Thk Tempered Glasswith Analoq Aluminum Frame) 1.00 set 526,738.98 1.1310% 526,739 - 0.00% - - - 1.00

v. CW-2 (6mm Thk Tempered Glasswith Analoq Aluminum Frame) 1.00 set - - 0.00% - - - 1.00

w. ALLW-1 (Aluminum Window Louver) 1.00 set 25,396.42 0.0545% 25,396 - 0.00% - - - 1.00

x. ALLW-2 (Aluminum Window Louver) 1.00 set 21,577.21 0.0463% 21,577 - 0.00% - - - 1.00

y. ALLW-3 (Aluminum Window Louver) 1.00 set 12,026.19 0.0258% 12,026 - 0.00% - - - 1.00

-

4,736,823 - - - -

-

10.0 Miscellaneous -

10.1 Waterproofing Works -

a. Roof Deck/Slab 378.62 m2 598.53 0.4866% 226,615 - 0.00% - - - 378.62

b. Cistern Tank 126.00 m2 1,020.00 0.2760% 128,520 - 0.00% - - - 126.00

c. T & B 226.16 m2 598.53 0.2907% 135,363 - 0.00% - - - 226.16

10.2 Lockers units -

10.3 Steel Bleachers units -

10.4 "Synthetic/China" Granite Countertop 12.15 m2 11,372.05 0.2967% 138,170 - 0.00% - - - 12.15

-

628,669 - - - -

-

11.0 Plumbing Works -

Storm Drainage System 1.00 lot 535,742.07 1.1504% 535,742 - 0.00% - - - 1.00

Soil Pipe (SP) & Soil Stack (SS) 1.00 lot 569,724.08 1.2233% 569,724 - 0.00% - - - 1.00

Cold Water Line 1.00 lot 1,338,334.82 2.8738% 1,338,335 - 0.00% - - - 1.00

Fire Line (FL) 1.00 lot 917,923.85 1.9710% 917,924 - 0.00% - - - 1.00

Sub-total

Sub-total

Sub-Total

PBD-1 (13mm Thk High Pressure Laminates (Phenolic) with Complete Accessories to Complete as a

SD-1 (45mm Thk Flush Type Steel Single Leaf Swing Door, G.A. 18 Galvanized Iron at both faces, with

SD-2 (45mm Thk Flush Type Steel Single Leaf Swing Door, GA. 18 Galvanized Iron at both Faces with

SD-3 (45mm Thk Flush Type Steel Single Leaf Swing Door, GA. 18 Galvanized Iron at Both Faces with

SD-4 (45mm Thk Flush Type Steel Single Leaf Swing Door, GA. 18 Galvanized Iron at both Faces with

SD-5 (45mm Thk Flush Type Steel Double Leaf Swing Door, GA. 18 Galvanized Iron at Both Faces with

SD-6 (45mm Thk Flush Type Steel Double Leaf Swing Door, GA. 18 Galvanized Iron at both Faces with

SD-7 (45mm Thk Flush Type Steel Double Leaf Swing Door, GA. 18 Galvanized Iron at both Faces with

SD-8 (45mm Thk Flush Type Steel Single Leaf Swing Door, G.A. 18 Galvanized Iron at both faces, with

Sub-Total

SD-9 (45mm Thk Flush Type Steel Single Leaf Swing Door, G.A. 18 Galvanized Iron at both faces, with

ALW-2 (24mm IGU (6mm Thk Reflective Glass + 12mm Airspace + 8mm Thk Tempered Float Glass with

ALW-1 (5mm Thk Tinted Annealed Glass with + 100mm Width x 2mm Thk (Minimun) Powder Coated

PVCD-1 (35mm Thk Single Swing PVC Flush Type on Extruded PVC Jamb with Complete Accessories to

Page 4: Monthly Progress Billing Accomplisment

: Payment Certificates No.

:

: 240.00 days

: 30.00 days

210.00 days

QUANTITY % QUANTITY % QUANTITY %

Net Balance (In

Quantity)

Report Ending:

Contract Duration:

Time Elapsed :

PREVIOUS THIS PERIOD TO DATE

AMOUNT CONTRACT

AMOUNT

ACTUAL QUANTITIES AND PHYSICAL PROGRESS

PREVIOUS THIS PERIOD TODATEUNIT UNIT RATE EWT%

MONTHLY PROGRESS ACCOMPLISHMENT

Actual Start :

Actual Finish :

Extention of Time : Time Remaining :

PROJECT

PROJECT No.

Scheduled Start

Scheduled Finish

ITEM DESCRIPTION QTY

Supply and Installation of Water Storage Tank including Pipes and Fittings, complete(10,000 ltrs CAP) 1.00 lot see equipments 1.00

Supply and Installation of Septic Tank including manholes, Pipes and Fittings, complete 1.00 lot 44,536.80 0.0956% 44,537 - 0.00% - - - 1.00

Specialties -

Supply and Installation of Toilet, Toilet Fixtures complete with Accessories -

Water Closet 24.00 set 6,145.66 0.3167% 147,496 - 0.00% - - - 24.00

Wall Hung Urinal 12.00 set 13,315.62 0.3431% 159,787 - 0.00% - - - 12.00

Wall Hung Lavatory 20.00 set 9,156.81 0.3932% 183,136 - 0.00% - - - 20.00

Soap Dishes, Surface Mounted 20.00 set 347.04 0.0149% 6,941 - 0.00% - - - 20.00

Toilet Tissue dispensers, Single Roll 24.00 set 289.20 0.0149% 6,941 - 0.00% - - - 24.00

Mirror Glass, 1/4" Thk (ASTM C1036) with Aluminum Frame 20.00 set 1,915.66 0.0823% 38,313 - 0.00% - - - 20.00

Soap Dishes, Recessed 6.00 set 347.04 0.0045% 2,082 - 0.00% - - - 6.00

Shower Fittings (Complete) 6.00 set 2,240.08 0.0289% 13,440 - 0.00% - - - 6.00

Shower Curtains and Hook 6.00 set 867.60 0.0112% 5,206 - 0.00% - - - 6.00

-

3,969,604 - - - - Sub-Total

Page 5: Monthly Progress Billing Accomplisment

: Payment Certificates No.

:

: 240.00 days

: 30.00 days

210.00 days

QUANTITY % QUANTITY % QUANTITY %

Net Balance (In

Quantity)

Report Ending:

Contract Duration:

Time Elapsed :

PREVIOUS THIS PERIOD TO DATE

AMOUNT CONTRACT

AMOUNT

ACTUAL QUANTITIES AND PHYSICAL PROGRESS

PREVIOUS THIS PERIOD TODATEUNIT UNIT RATE EWT%

MONTHLY PROGRESS ACCOMPLISHMENT

Actual Start :

Actual Finish :

Extention of Time : Time Remaining :

PROJECT

PROJECT No.

Scheduled Start

Scheduled Finish

ITEM DESCRIPTION QTY

-

12 Electrical Works -

Main Feeder Line 1.00 lot 677,760.79 1.4553% 677,761 - 0.00% - - - 1.00

Supply and Installation of Panel Boards (EPB, EPA, EPPA, EPPB and PA.) including Circuit Breakers, Conduits, Wiring, Fittings, testing, etc. complete 1.00 lot 491,131.01 1.0546% 491,131 - 0.00% - - - 1.00

Wiring Devices, Power 1.00 lot 150,519.38 0.3232% 150,519 - 0.00% - - - 1.00

Supply and Installation of Lighting System including Conduits, Wiring, Fittings, Etc. complete 1.00 lot 1,368,618.41 2.9388% 1,368,618 - 0.00% - - - 1.00

Supply and Installation of the following Lighting Fixtures: - -

50W Keyless Porcelain Receptacle Surface Mounted 3.00 sets 50.32 0.0003% 151 - 0.00% - - - 3.00

8" Diameter x 8" Surface Mounted Pinlights - 0 - -

8" Diameter Watts Recessed Mounted Pinlights 2.00 sets 253.05 0.0011% 506 - 0.00% - - - 2.00

8" Diameter x 8" (HT) Recessed Mounted Pinlights 19.00 sets 253.05 0.0103% 4,808 - 0.00% - - - 19.00

250W Suspended Metal Halide with Polycarbonate Diffuser 24.00 sets 11,825.39 0.6094% 283,809 - 0.00% - - - 24.00

1-20W Single Box Type Surface Mounted Flourencent Lamp (Suspended) 3.00 sets 759.15 0.0049% 2,277 - 0.00% - - - 3.00

1-20W Troufer Type Surface Mounted Flourescent Lamp 41.00 sets 1,959.33 0.1725% 80,333 - 0.00% - - - 41.00

2-40W Troufer Type Surface Mounted Flourescent Lamp 49.00 sets 4,077.72 0.4290% 199,808 - 0.00% - - - 49.00

2-40W Suspended Surface Mounted Flourescent Lamp 20.00 sets 3,455.36 0.1484% 69,107 - 0.00% - - - 20.00

2-40W Troufer Type Recessed Mounted Flourescent Lamp 6.00 sets 4,077.72 0.0525% 24,466 - 0.00% - - - 6.00

2-40W Weather Proof Flourescent Lamp (Suspended) 5.00 sets 3,805.87 0.0409% 19,029 - 0.00% - - - 5.00

Telephone System 1.00 lot 245,565.50 0.5273% 245,566 - 0.00% - - - 1.00

Supply and Installation of Power and Auxilliary System, Testing and Commissioning 1.00 lot 69,408.00 0.1490% 69,408 - 0.00% - - - 1.00

-

3,687,299 - - - -

-

13.0 Equipments ( Pumps and Tanks) 1.00 lot 879,438.03 1.8884% 879,438 - 0.00% - - - 1.00

-

879,438 - - - -

100.00% 46,570,949 - - -

100.00% 46,570,949 - - -

Amount in Words: 0.00% 0.000%

TOTAL ORIGINAL CONTRACT AMOUNT

GRAND TOTAL

Sub-Total

Sub-Total

Prepared by:

Name: Frederick E. Fuentespina Quantity Surveyor- CE

Signature: Date:

Checked by:

Name: Project Manager

Signature: Date:

Noted by:

Name: Project Director

Signature: Date:

Page 6: Monthly Progress Billing Accomplisment

Project : DIVINE LIGHT ACADEMY BUILDING

Owner : Divine Light Academy / Mrs. Leonilda Sese

Location : Real St., Las Pinas City

Accomplishment per Budget - As of Dec.2, 2010

Material Labor Equipment Subcon Unit Cost

1.0 General Requirements

1.1 Permits & Local Tax ( Barangay and Government) 0.80 lot 65,000.00 515,000.00 - 580,000.00

1.2 DPWH Clearance for Right of Way 1.00 lot 10,000.00 50,000.00 - 60,000.00

1.3 Bonds and Insurances 0.90 lot - - - 302,500.00 302,500.00

1.4 Site Management - lot - 1,378,000.00 - - 1,378,000.00

1.5 Mobilization / Demobilization 0.50 lot 20,000.00 50,000.00 70,000.00

1.6 Design & Engineering / As-Built Plans 0.80 lot 30,000.00 70,000.00 - 750,000.00 850,000.00

1.7 Miscellaneous Overhead - lot 56,000.00 110,240.00 - 120,000.00 286,240.00

1.8 Temporary Works 0.70 lot 141,000.00 274,000.00 - 45,000.00 460,000.00

1.9 Site Utilities 0.11 lot 25,000.00 - - 108,000.00 133,000.00

1.10 Cleaning/Hauling of Debris (4x/Wk *4Wks/Mo*8 Months) - lot 16,000.00 91,680.00 - 28,800.00 136,480.00

1.11 Tools and Equipments - lot 16,000.00 91,680.00 - - 107,680.00

1.14 Soil Bore Testing 1.00 lot - - - 60,000.00 60,000.00

2.0

2.1 Cleaning and Removal of Affected Structures sq.m 100.00 100.00

2.2 Demolition of Existing CHB Fence/Structures 1.00 lot 200,000.00 200,000.00

2.3 Disposal of Existing Building Debris 1.00 lot 150,000.00 150,000.00

3.0

3.1 Foundation Excavation 750.12 cu.m 110.00 150.00 260.00

3.2 Installation of Gravel Bedding (100mm thk) 37.23 cu.m 787.50 110.00 30.00 927.50

3.3 Installation of Lean Concrete (50mm thk) - cu.m 2,700.00 350.00 50.00 3,100.00

3.4 Backfilling - cu.m 150.00 100.00 250.00

3.5 Supply and Application of Soil Treatment - sq.m 75.00 75.00

3.6 Supply and Installation of Polyethelene Sheet (SOG) - sq.m 25.00 4.00 29.00

3.7 Disposal, Excess Excavated Materials 156.10 cu.m 70.00 250.00 320.00

Sub-Total 750.12 #DIV/0!

4.0 STRUCTURAL WORKS factor

4.1 Supply and Installation of Formworks

Foundation Footings, Wall Footing, Slab on Grade 295.78 sq.m 150.00 150.00 300.00

4.1.1 Column / Pedestal 178.19 sq.m 150.00 180.00 330.00

4.1.2 Suspended Slab, conventional - sq.m 150.00 180.00 330.00

4.1.3 Girders/beams - sq.m 150.00 180.00 330.00

Parapet Wall - sq.m 150.00 180.00 330.00

Staircase/Ramp - sq.m 150.00 180.00 330.00

Scaffolding - sq.m 250.00 10.00 260.00

Sub-total 473.97 1.80 #DIV/0!

4.2 Supply and Installation of Reinforcing Steel Bars factor

4.2.1 Foundation Footing, FTB, Wall Footings 19,033.45 kgs 36.50 3.00 0.30 39.80

4.2.2 Column / Pedestal 11,390.79 kgs 36.50 3.00 0.30 39.80

Suspended Slab - kgs 36.50 3.00 0.30 39.80

Beams/Girders/Parapet Wall - kgs 36.50 3.00 0.30 39.80

Staircase/Ramp - kgs 36.50 3.00 0.30 39.80

4.2.3 Slab on Grade - kgs 36.50 3.00 0.30 39.80

Sub-total 30,424.23 115.68

4.3 Concreting Works

4.3.1 Foundation Footing (50% only) 239.78 cu.m 3,175.00 150.00 20.00 3,345.00

4.3.2 Footing Tie Beam 7.92 cu.m 3,175.00 180.00 20.00 3,375.00

Wall Footing - cu.m 3,175.00 180.00 20.00 3,375.00

4.3.3 Column/ Pedestal 15.32 cu.m 3,475.00 200.00 20.00 3,695.00

Parapet Wall - cu.m 3,475.00 200.00 20.00 3,695.00

4.3.4 Girders/Beams - cu.m 3,475.00 200.00 20.00 3,695.00

4.3.5 Suspended Slab - cu.m 3,475.00 200.00 20.00 3,695.00

Slab on Grade - cu.m 3,175.00 180.00 20.00 3,375.00

Staircase/Ramp - cu.m 3,175.00 200.00 20.00 3,395.00

Sub-total 263.01 #DIV/0!

4.4 Miscellaneous Structures

-

factor

5.0 Structural Steel Works

4.5.3 Steel Truss

Total (PS 2-SHED 40) - kgs 95.00 95.00

EARTHWORKS

Sub-Total

Sub-Total

SITE WORKS

Sub-Total

Item

No.Item of Work QTY Unit

Unit Cost

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 6

Page 7: Monthly Progress Billing Accomplisment

Project : DIVINE LIGHT ACADEMY BUILDING

Owner : Divine Light Academy / Mrs. Leonilda Sese

Location : Real St., Las Pinas City

Accomplishment per Budget - As of Dec.2, 2010

Material Labor Equipment Subcon Unit Cost

Item

No.Item of Work QTY Unit

Unit Cost

Total (PS 2.5-SHED 40) - kgs 95.00 95.00

Total (PS 5-SHED 40) - kgs 95.00 95.00

Total (PS 8-SHED 40) - kgs 95.00 95.00

4.5.4 Steel Purlins

Total (PS 3-SHED 40) - kgs 95.00 95.00

4.5.5 Lower Roof Truss - kgs 90.00 90.00

4.5.6 Anchor Bolts, - pcs 237.50 200.50 95.00 533.00

4.5.7 25mm Thk Base Plate - kgs 95.00 95.00

4.5.8 Steel Painting - sqm 35.00 45.00 - 80.00

4.5.9 Non-Shrink Grout - cu.m 76,121.93 2,524.62 750.00 79,396.55

Sub-Total - #DIV/0!

- #DIV/0! factor

6.0 Metal Works

6.2 Supply and Installation of Steel Pipe Hand Rails - l.m 750.00 750.00

6.3 Supply and Installation of Steel Pipe Railings - l.m 1,100.00 1,100.00

6.4 -

7.0 Masonry Works

7.1

Supply and Installation of 150 mm thk Concrete Hollow Blocks

(CHB) Exterior Wall with Rebars - sq.m 658.80 110.00 10.00 778.80

7.2

Supply and Installation of 100 mm thk Concrete Hollow Blocks

(CHB) Interior Wall with Rebars - sq.m 409.31 110.00 10.00 529.31

7.3 Supply and Installation of Cement Plaster - sq.m 85.00 110.00 10.00 205.00

7.4 Lintel Beams - lm 156.39 53.67 210.05

8.0 Architectural Works factor

8.1 Floor Finishes

8.1.1 Ground Floor

a. FF-1 (300mm x 300mm) Homogeneous "China' Tiles - sq.m 556.96 120.00 10.00 686.96

b. FF-2 (300mm x 300mm) Ceramic Tiles - sq.m 477.86 120.00 10.00 607.86

c. FF-3 (300mm x 300mm) Homogeneous "China" Tiles - sq.m 556.96 120.00 10.00 686.96

f. FF-6 (300mm x 300mm) Homogenous Slate Tiles with Nosing

Grooves for Stairs - sq.m 556.96 120.00 10.00 686.96

g. FF-7Trowelled Concrete - sq.m 10.00 35.00 5.00 50.00

8.1.2 Second Floor

a. FF-1 (300mm x 300mm) Homogeneous Tiles - sq.m 556.96 120.00 10.00 686.96

b. FF-2 (300mm x 300mm) Ceramic Tiles - sq.m 477.86 120.00 10.00 607.86

c. FF-3 (300mm x 300mm) Homogeneous Tiles - sq.m 556.96 120.00 10.00 686.96

d. FF-4 Carpet Tiles - sq.m 1,635.00 100.00 1,735.00

e. FF-5 Engineered Wood or Equivalent - sq.m -

f. FF-6 (300mm x 300mm) Homogenous Slate Tiles with Nosing

Grooves for Stairs - sq.m 556.96 120.00 10.00 686.96

g. FF-7Trowelled Concrete - sq.m 10.00 35.00 5.00 50.00

8.1.3 Third Floor

a. FF-1 (300mm x 300mm) Homogeneous "China" Tiles - sq.m 556.96 120.00 10.00 686.96

b. FF-2 (300mm x 300mm) Ceramic Tiles - sq.m 477.86 120.00 10.00 607.86

c. FF-3 (300mm x 300mm) Homogeneous "China" Tiles - sq.m 556.96 120.00 10.00 686.96

d. FF-4 Carpet Tiles - sq.m 1,635.00 100.00 1,735.00

e. FF-5 Engineered Wood or Equivalent - sq.m 993.00 150.00 1,143.00

f. FF-6 (300mm x 300mm) Homogenous "China" Tiles with

Nosing Grooves for Stairs - sq.m 556.96 120.00 10.00 686.96

g. FF-7Trowelled Concrete - sq.m 10.00 35.00 5.00 50.00

8.1.4 Upper Third Floor

a. FF-1 (300mm x 300mm) Homogeneous "China" Tiles - sq.m 556.96 120.00 10.00 686.96

b. FF-2 (300mm x 300mm) Ceramic Tiles - sq.m 477.86 120.00 10.00 607.86

c. FF-3 (300mm x 300mm) Homogeneous "China" Tiles - sq.m 556.96 120.00 10.00 686.96

d. FF-4 Carpet Tiles - sq.m 1,635.00 100.00 1,735.00

e. FF-5 Engineered Wood or Equivalent - sq.m -

f. FF-6 (300mm x 300mm) Homogenous "China" Tiles with

Nosing Grooves for Stairs - sq.m 556.96 120.00 10.00 686.96

g. FF-7Trowelled Concrete - sq.m 10.00 35.00 5.00 50.00

Sub-total

8.2 Wall Finishes

8.2.1 EF-1 (Elastomeric Paint) - sq.m 60.00 70.00 130.00

8.2.2 EF-2 (Composite Aluminum Panels) - sq.m 3,200.00 3,200.00

8.2.5 WF-1 (Semi-Gloss Paint) - sq.m 60.00 70.00 - 130.00

8.2.6 WF-2 (300mm x 300mm Ceramic Wall Tile ) - sq.m 477.86 120.00 10.00 607.86

Sub-Total

Sub-Total

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 7

Page 8: Monthly Progress Billing Accomplisment

Project : DIVINE LIGHT ACADEMY BUILDING

Owner : Divine Light Academy / Mrs. Leonilda Sese

Location : Real St., Las Pinas City

Accomplishment per Budget - As of Dec.2, 2010

Material Labor Equipment Subcon Unit Cost

Item

No.Item of Work QTY Unit

Unit Cost

8.2.7 WF-3 (Acoustic Panels) - sq.m 2,670.00 2,670.00

Sub-total

8.3 Ceiling Finishes

8.3.1 CF-1 (Exposed Slab and Beams) (Paint Finish) - sq.m 80.00 105.00 185.00

8.3.2 CF-2 (4.5mm thk Ficem Board on Metal Runners and Hangers) - sq.m 364.96 120.00 484.96

8.3.3

CF-3 (600mmx600mm Acoustic Board on Metal Runners and

Hangers) - sq.m 473.03 100.00 573.03

8.3.4 CF-4 (Hardiflex Ceiling with Metal Frame) - sq.m 364.96 120.00 484.96

Sub-total

8.4 Roof Finishes

8.4.1 Lower Roof Pre-formed, Pre-painted metal Roofing) - sq.m 800.00 800.00

8.4.2 Upper Roof Pre-formed, Pre-painted metal Roofing) - sq.m 800.00 800.00

8.3.5 CF-5 (Roof PE Insulation) - sq.m 300.00 300.00

Sub-total

9.0 Doors and Windows factor

9.1

Supply and Installation of Door and Jamb including

Lockset, Hinges and Accessories, complete

a. D-1 (Single Leaf Wrought Iron Swing Door) - set 19,750.00 2,265.00 850.00 22,865.00

b. D-2 (Double Leaf Wrought Iron Swing Door) - set 62,500.00 10,810.00 1,600.00 74,910.00

c.

SD-1 (45mm Thk Flush Type Steel Single Leaf Swing Door,

G.A. 18 Galvanized Iron at both faces, with mineral Fiber in-fill

Material, and 8mm thk Fire-rated Wired Glass Vision Panel,

Epoxy Enamel Paint Finished) - set 19,500.00 2,440.00 850.00 22,790.00

d.

SD-2 (45mm Thk Flush Type Steel Single Leaf Swing Door,

GA. 18 Galvanized Iron at both Faces with Mineral Fiber in-fill

Material and Louver with Fusable Link, Epoxy Enamel Paint

Finish) - set 33,650.00 2,370.00 850.00 36,870.00

e.

SD-3 (45mm Thk Flush Type Steel Single Leaf Swing Door,

GA. 18 Galvanized Iron at Both Faces with Mineral Fiber in-fill

Material, Epoxy Enamel Paint Finish) - set 17,650.00 2,370.00 850.00 20,870.00

f.

SD-4 (45mm Thk Flush Type Steel Single Leaf Swing Door,

GA. 18 Galvanized Iron at both Faces with Mineral Fiber in-fill

Material and Louver with Fusable Link, Epoxy Enamel Paint

Finish) - set 28,950.00 2,370.00 850.00 32,170.00

g.

SD-5 (45mm Thk Flush Type Steel Double Leaf Swing Door,

GA. 18 Galvanized Iron at Both Faces with Mineral Fiber in-fill

Material, Epoxy Enamel Paint Finish) - set 36,300.00 5,370.00 850.00 42,520.00

h.

SD-6 (45mm Thk Flush Type Steel Double Leaf Swing Door,

GA. 18 Galvanized Iron at both Faces with Mineral Fiber in-fill

Material and Louver with Fusable Link, Epoxy Enamel Paint

Finish) - set 73,300.00 5,370.00 850.00 79,520.00

i.

SD-7 (45mm Thk Flush Type Steel Double Leaf Swing Door,

GA. 18 Galvanized Iron at both Faces with Mineral Fiber in-fill

Material and Louver with Fusable Link, Epoxy Enamel Paint

Finish) - set 68,600.00 5,370.00 850.00 74,820.00

j.

SD-8 (45mm Thk Flush Type Steel Single Leaf Swing Door,

G.A. 18 Galvanized Iron at both faces, with mineral Fiber in-fill

Material, and 8mm thk Fire-rated Wired Glass Vision Panel,

Epoxy Enamel Paint Finished) - set 19,150.00 2,370.00 850.00 22,370.00

k.

SD-9 (45mm Thk Flush Type Steel Single Leaf Swing Door,

G.A. 18 Galvanized Iron at both faces, with mineral Fiber in-fill

Material, and 8mm thk Fire-rated Wired Glass Vision Panel,

Epoxy Enamel Paint Finished) - set 18,150.00 2,440.00 850.00 21,440.00

l.

AGD-1 (Double Leaf Swing Door on Powder Coated Aluminum

Frames, with Tinted Annealed Glass) - set 73,622.00 73,622.00

m.

AGD-2 (Double Leaf Swing Door on Powder Coated Aluminum

Frames, with Tinted Annealed Glass) - set 58,608.00 58,608.00

n.

AGD-3 (Double Leaf Swing Door on Powder Coated Aluminum

Frames, with Tinted Annealed Glass) - set 58,546.00 58,546.00

p.

PVCD-1 (35mm Thk Single Swing PVC Flush Type on

Extruded PVC Jamb with Complete Accessories to complete

as a system. - set 20,550.00 20,550.00

q.

PBD-1 (13mm Thk High Pressure Laminates (Phenolic) with

Complete Accessories to Complete as a System - set 14,420.00 14,420.00

Sub-Total

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 8

Page 9: Monthly Progress Billing Accomplisment

Project : DIVINE LIGHT ACADEMY BUILDING

Owner : Divine Light Academy / Mrs. Leonilda Sese

Location : Real St., Las Pinas City

Accomplishment per Budget - As of Dec.2, 2010

Material Labor Equipment Subcon Unit Cost

Item

No.Item of Work QTY Unit

Unit Cost

9.2

Supply and Installation of Windows including Locksets

and Accessories, complete

c.

ALW-3 ( 6mm Thk Tempered Float Glass with on Analoq

Aluminum frame) - set 607,546.80 607,546.80

d. ALW-4 (6mm Thk Glass with Analoq Aluminum Frame) - set 91,728.00 91,728.00

e. ALW-5 (6mm Thk Glass with AnaloqAluminum Frame) - set 38,524.50 38,524.50

f. ALW-6 (6mm Thk Glass with AnaloqAluminum Frame) - set 38,524.50 38,524.50

g. ALW-7 (6mm Thk Glass with Analoq Aluminum Frame) - set 18,693.90 18,693.90

h. ALW-8 (6mm Thk Glass with Analoq Aluminum Frame) - set 8,904.60 8,904.60

i. ALW-9 (6mm Thk Glass with Analoq Aluminum Frame) - set 12,699.00 12,699.00

j. ALW-10 (6mm Thk Glass with Analoq Aluminum Frame) - set 21,127.50 21,127.50

k. ALW-11 (6mm Thk Glass with Analoq Aluminum Frame) - set 52,416.00 52,416.00

l. ALW-12 (6mm Thk Glass with Analoq Aluminum Frame) - set 3,267.00 3,267.00

m. ALW-13 (6mm Thk Glass with Analoq Aluminum Frame) - set 5,436.00 5,436.00

n. ALW-14 (6mm Thk Glass with Analoq Aluminum Frame) - set 19,656.00 19,656.00

o. ALW-15 (6mm Thk Glass with Analoq Aluminum Frame) - set 102,348.00 102,348.00

p. ALW-16 (6mm Thk Glass with Analoq Aluminum Frame) - set 11,828.70 11,828.70

q. ALW-17 (6mm Thk Glass with Analoq Aluminum Frame) - set 16,004.70 16,004.70

r. ALW-18 (6mm Thk Glass with Analoq Aluminum Frame) - set 13,110.30 13,110.30

s. ALW-19 (6mm Thk Glass with Analoq Aluminum Frame) - set 12,849.30 12,849.30

t. ALW-20 (6mm Thk Glass with Analoq Aluminum Frame) - set 33,177.60 33,177.60

u.

CW-1 (6mm Thk Tempered Glasswith Powder Coated

Aluminum Frame) - set 440,028.00 440,028.00

v.

CW-2 (6mm Thk Tempered Glasswith Powder Coated

Aluminum Frame) - set - -

w. ALLW-1 (Aluminum Window Louver) - set 21,215.70 21,215.70

x. ALLW-2 (Aluminum Window Louver) - set 18,025.20 18,025.20

y. ALLW-3 (Aluminum Window Louver) - set 10,608.30 10,608.30

factor

10.0 Miscellaneous

10.1 Waterproofing Works

a. Roof Deck/Slab - m2 500.00 500.00

b. Cistern Tank - m2 850.00 850.00

c. T & B - m2 500.00 500.00

10.2 Lockers units

10.3 Bleachers at Stage Area units

10.4 "Synthetic/China" Granite Countertop 0 m2 9,500.00 9,500.00

9.0 Plumbing Works - lot -

9.1 Storm Drainage System - lot - -

9.2 Soil Pipe (SP) & Soil Stack (SS) - lot - -

9.3 Cold Water Line - lot - -

9.4 Fire Line (FL) - lot - -

9.5

Supply and Installation of Water Storage Tank including Pipes

and Fittings, complete(10,000 ltrs CAP) - lot see equipments

9.6 Supply and Installation of Septic Tank Pipes and Fittings - lot 35,000.00 3,500.00 38,500.00

9.7 Specialties -

Supply and Installation of Toilet, Toilet Fixtures complete with

Accessories -

a. Water Closet 0.00 set 4,610.00 702.64 5,312.64

b. Wall Hung Urinal 0.00 set 10,700.00 810.74 11,510.74

c. Wall Hung Lavatory 0.00 set 7,213.00 702.64 7,915.64

d. Soap Dishes, Surface Mounted 0.00 set 250.00 50.00 300.00

e. Toilet Tissue dispensers, Single Roll 0.00 set 200.00 50.00 250.00

f. Mirror Glass, 1/4" Thk (ASTM C1036) with Aluminum Frame 0.00 set 1,656.00 1,656.00

g. Soap Dishes, Recessed 0.00 set 250.00 50.00 300.00

h. Shower Fittings (Complete) 0.00 set 1,450.00 486.44 1,936.44

j. Shower Curtains and Hook 0.00 set 650.00 100.00 750.00

10.0 Electrical Works -

10.1 Main Feeder Line - lot - -

Sub-Total

Sub-Total

Sub-Total

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 9

Page 10: Monthly Progress Billing Accomplisment

Project : DIVINE LIGHT ACADEMY BUILDING

Owner : Divine Light Academy / Mrs. Leonilda Sese

Location : Real St., Las Pinas City

Accomplishment per Budget - As of Dec.2, 2010

Material Labor Equipment Subcon Unit Cost

Item

No.Item of Work QTY Unit

Unit Cost

10.2

Supply and Installation of Panel Boards (EPB, EPA, EPPA,

EPPB and PA.) including Circuit Breakers, Conduits, Wiring,

Fittings, testing, etc. complete - lot - -

10.3 Wiring Devices, Power - lot - -

10.4

Supply and Installation of Lighting System including Conduits,

Wiring, Fittings, Etc. complete - lot - -

10.5 Supply and Installation of the following Lighting Fixtures: -

a. 50W Keyless Porcelain Receptacle Surface Mounted - sets 37.50 6.00 43.50

b. 8" Diameter x 8" Surface Mounted Pinlights - - -

c. 8" Diameter Watts Recessed Mounted Pinlights - sets 168.75 50.00 218.75

d. 8" Diameter x 8" (HT) Recessed Mounted Pinlights - sets 168.75 50.00 218.75

e. 250W Suspended Metal Halide with Polycarbonate Diffuser - sets 8,812.50 1,410.00 10,222.50

f.

1-20W Single Box Type Surface Mounted Flourencent Lamp

(Suspended) - sets 556.25 100.00 656.25

g. 1-20W Troufer Type Surface Mounted Flourescent Lamp - sets 1,493.75 200.00 1,693.75

h. 2-40W Troufer Type Surface Mounted Flourescent Lamp - sets 3,325.00 200.00 3,525.00

i. 2-40W Suspended Surface Mounted Flourescent Lamp - sets 2,575.00 412.00 2,987.00

j. 2-40W Troufer Type Recessed Mounted Flourescent Lamp - sets 3,325.00 200.00 3,525.00

k. 2-40W Weather Proof Flourescent Lamp (Suspended) - sets 3,090.00 200.00 3,290.00

10.6 Telephone System - lot - -

10.7

Supply and Installation of Power and Auxilliary System, Testing

and Commissioning - lot 50,000.00 10,000.00 60,000.00

11.0 Equipments - lot 761,515.00 10,810.00 772,325.00

PhP

Sub-Total

Sub-Total

GRAND TOTAL

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 10

Page 11: Monthly Progress Billing Accomplisment

Material Labor Equipment Subcon Total Cost

52,000.00 412,000.00 - - 464,000.00

10,000.00 50,000.00 - - 60,000.00

- - - 272,250.00 272,250.00

- - - - -

- 10,000.00 25,000.00 - 35,000.00

24,000.00 56,000.00 - 600,000.00 680,000.00

- - - - -

98,700.00 191,800.00 - 31,500.00 322,000.00

2,812.50 - - 12,150.00 14,962.50

- - - - -

- - - - -

- - - 60,000.00 60,000.00

- - - - -

187,512.50 719,800.00 25,000.00 975,900.00 1,908,212.50

- - - - -

- - - 200,000.00 200,000.00

- - - 150,000.00 150,000.00

- - - 350,000.00 350,000.00

- 82,513.53 112,518.45 - 195,031.98

29,322.48 4,095.84 1,117.05 - 34,535.37

- - - - -

- - - - -

- - - - -

- - - - -

- 10,927.00 39,025.00 - 49,952.00

29,322.48 97,536.37 152,660.50 - 279,519.35

#DIV/0!

44,366.85 44,366.85 - - 88,733.70

26,728.80 32,074.56 - - 58,803.36

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

71,095.65 76,441.41 - - 147,537.06

#DIV/0!

694,720.78 57,100.34 5,710.03 - 757,531.15

415,763.65 34,172.36 3,417.24 - 453,353.24

- - - - -

- - - - -

- - - - -

- - - - -

1,110,484.43 91,272.69 9,127.27 - 1,210,884.39

761,295.15 35,966.70 4,795.56 - 802,057.41

25,146.00 1,425.60 158.40 - 26,730.00

- - - - -

53,225.19 3,063.32 306.33 - 56,594.84

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

839,666.34 40,455.62 5,260.29 - 885,382.25

- - - - -

2,021,246.42 208,169.72 14,387.56 - 2,243,803.70

#DIV/0!

- - - - -

Amount

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 11

Page 12: Monthly Progress Billing Accomplisment

Material Labor Equipment Subcon Total Cost

Amount

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

#DIV/0!

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

#DIV/0!

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - - Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 12

Page 13: Monthly Progress Billing Accomplisment

Material Labor Equipment Subcon Total Cost

Amount

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

#DIV/0!

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 13

Page 14: Monthly Progress Billing Accomplisment

Material Labor Equipment Subcon Total Cost

Amount

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - Included to CW-1

- - - - -

- - - - -

- - - - -

- - - - -

#DIV/0!

- - - - -

- - - - -

- - - - -

- - - - Excluded

- - - - Excluded

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

#DIV/0!

- - - - -

- - - - -

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 14

Page 15: Monthly Progress Billing Accomplisment

Material Labor Equipment Subcon Total Cost

Amount

- - - - -

- - - - -

- - - - -

- - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

- - - - -

2,238,081.40 1,025,506.09 192,048.06 1,325,900.00 4,781,535.55

Proposed Divine Light Academy Building / Bill Of Quantities / Dreamwork Construction Incorporated / Sheet 7 of 15