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Project: Location: Owner: Arch: Quotation

The document provides details of a proposed housing project in Magalang, Pampanga, Philippines. It includes the project location, owner, architect, scope of work, materials list with quantities and costs, labor costs, and payment terms. The scope of work involves site works, concrete works, steel reinforcement, masonry works, architectural finishes, and electrical works. The total estimated project cost is 4,386,117.19 PHP. The contractor has a capacity of 250 manpower and can construct one 10-unit block within 60 days.

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Jherome Castro
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77 views12 pages

Project: Location: Owner: Arch: Quotation

The document provides details of a proposed housing project in Magalang, Pampanga, Philippines. It includes the project location, owner, architect, scope of work, materials list with quantities and costs, labor costs, and payment terms. The scope of work involves site works, concrete works, steel reinforcement, masonry works, architectural finishes, and electrical works. The total estimated project cost is 4,386,117.19 PHP. The contractor has a capacity of 250 manpower and can construct one 10-unit block within 60 days.

Uploaded by

Jherome Castro
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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PROJECT:

LOCATION:
OWNER:
Arch:
Quotation:

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SHFC Sodializad Housing
Magalang Pampanga
SHFC Sodializad Housing
Adrian Rutaquic
P2004-SHFC Social Housing Finance Corp.

Description of Work

SITE WORKS
Excavation Works
Gravel Bedding
Backfilling includimg Compaction

Sub-total for concreting Works


STEEL REINFORCEMENT WORKS (G40)(Fabrication & Installation
COLUMNS
Foundation - ground Level
Ground Level - Loft Level
Loft Level - Roof Framing
FOUNDATION
WALL FOOTING
SLAB ON FILL
Ground Floor
Septic Tank
SUSPENDED SLAB
Ground Floor
Septic Tank
FOOTING TIE BEAMS
SUSPENDED BEAMS
Loft Level
Roof Beam
Septic Tank
MISCELLANEOUS
Concrete Countertop

Sub - total Steel Reinforcement Works


FORMS AND SUPPORT WORKS
COLUMNS
Foundation - ground Level
Ground Level - Loft Level
Loft Level - Roof Framing
FOUNDATION
WALL FOOTING
SLAB ON FILL
Ground Floor
Septic Tank
SUSPENDED SLAB
Ground Floor
Septic Tank
FOOTING TIE BEAMS
SUSPENDED BEAMS
Loft Level
Roof Beam
Septic Tank
MISCELLANEOUS
Kitchen Countertop, Ledge and Stairs

Sub - total Masonry Works


ARCHITECTURAL FINISHING WORKS
FLOOR FINISHES
300mm X 300mm Ceramic Floor Floor Tiles (Design 1)
300mm X 300mm Ceramic Floor Floor Tiles (Design 2)
CEILING FINISHES
6.0mm Thick Ordinary Plywood on Std. Framing
4.5mm Thick Fiber Cement Board on Std. Framing
Ceilling Painted Finish
WALL FINISHES
Paint Finish using Latex
Ceramic Wall Tiles (300mm X 300mm)

Sub- total for Forms and Support Works


MASONRY WORKS
CHB - 125mm Thick (10mmᴓ rebar spa. 0.8mV % 0.6mH)
CHB - 100mm Thick (10mmᴓ rebar spa. 0.8mV % 0.6mH)
Plastering Work - Interior
Plastering Work - Exterior

Sub total Architectural Finishing Works


MISCELLANEOUS ARCHITECTURAL FINISHES
DOORS AND FRAMES
D1 - Main Entrance - Single Leaf Flush Door 900mmW X 2100mmH
D2 - Service Entrance - Single Leaf Flush Door 700mmW X 2100mmH
D3 - T&B Door - Single Leaf PVC Door With Louver 600mm X 2100mmH
SLIDING WINDOWS AND AWNING WINDOW
W1 - Living Area - 600mm W X 1180mm H Sliding Window on Analok Frame
W2 - Service Area - 800mm W X 1000mm H Sliding Window on Analok Frame
W3 - Comfort Room - 500mm W X 380mm H Awning Window on Analok Frame
W4 - Loft Level - 800mm W X 1000mm H Sliding Window on Analok Frame
W5 - loft Level - 1800mm W X 560mm H Sliding Window on Analok Frame
HARDWARES
Hinges - 4.5" X 3" X 3.0mm thick
Lockest - Cylindrical Type
TINSMITHRY WORKS
Roofing Panels, Bended Materials & Accessories
STEELWORKS
Roof Framing
Stairs (Steel stringer and steps)
LOFT SUSPENDED SLAB
Suspended slab using 18mm thick plywood on tubular joist

ELECTRICAL WORKS

Preliminary Cost
Mobilization and Demobilization
Workrer and Staff barracks
Temporary Warehouse
Staking and Layout
Safety Provision
Anything that you think will be required during construction
Total Cost For Preliminary

Total Cost For ( Preliminary and Scope of Work)

Safety Provision
50 pcs hard hat
50 pcs reflective vest
2 units fire extinguiser

Minor Inquiries:
How many units can you accommodate to construct once award? - 50 units (10 blocks)
How many manpower capacity do you have which can be supplied for the construction of the project? - 250 manpower
How many manpower can you allocate per block (10 units) ? - 50 Manpower
How long can you construct 1 block (10 units)? 60 days

Preffered Payment Terms :


Downpayments : 30%
Progress Billing : Weekly per Accomplishment
Retention : 10%

Total Labor
Contingecies
Evat
Total
Contractor
Unit Qty
Unit cost Amount

m³ 89.13 400.00 35,652.00


m³ 15.37 350.00 5,379.50
m³ 57.27 350.00 20,044.50

sub total 61,076.00

kgs 692.31 37.00 25,615.47


kgs 1,170.94 37.00 43,324.78
kgs 1,081.40 37.00 40,011.80
kgs 457.14 37.00 16,914.18
kgs 582.57 37.00 21,555.09
-
kgs 813.12 37.00 30,085.44
kgs 13.69 37.00 506.53
-
kgs -
kgs 20.63 37.00 763.31
kgs -
-
kgs 1,387.07 37.00 51,321.59
kgs 1,072.33 37.00 39,676.21
kgs -
-
kgs 163.8 37.00 6,060.60
sub total 275,835.00

m2 26.65 650 17,322.50


m2 70.13 650 45,584.50
m2 64.52 650 41,938.00
m2 26.4 650 17,160.00
m2 75.4 650 49,010.00
650 -
m2 7.95 650 5,167.50
m2 0.62 650 403.00
650 -
m2 650 -
m2 2.2 650 1,430.00
m2 650 -
650 -
m2 51.7 650 33,605.00
m2 51.7 650 33,605.00
m2 650 -
650 -
m2 17.5 650 11,375.00

256,600.50

m2
m2 197 850 167,450.00

m2
m2 69 1200 82,800.00
m2 146 110 16,060.00
m2 -
m2 1,390.00 110 152,900.00
m2 61 850 51,850.00

471,060.00
125mm
m2 612.32 600 367,392.00 chb 612.32 13
m2 301.76 580 175,020.80 cment
m2 430.05 300 129,015.00 sand 0.125 0.025
m2 676.04 300 202,812.00 0.1 0.4

874,239.80

chb 301.76 13
set/s 10 4000 40,000.00 cment
set/s 10 3800 38,000.00 sand 0.125 0.025
set/s 10 2500 25,000.00 0.1 0.4
-
set/s 10 3115 31,150.00
set/s 10 3520 35,200.00
set/s 10 2200 22,000.00 plasterng
set/s 20 3520 70,400.00
set/s 10 4435 44,350.00 430.5 0.05 21.525
- 21.525 12 258.3
pair/s 60 250 15,000.00
set/s 20 700 14,000.00
-
lot 10 15380 153,800.00
-
set 10 6550 65,500.00
set 10 8600 86,000.00
-
lot 10 14590 145,900.00
sub total 786,300.00

lot 10 15500 155,000.00

Materials cost 2,819,035.30


Labor cost 1,329,641.89
Labor & mat. Cost 4,148,677.19
Contingecies 225,522.82
Evat 338,284.24
Total project Cost 4,148,677.19

lot 1 40,000.00 40,000.00


lot 1 101,440.00 101,440.00

lot 1 9,500.00 9,500.00


lot 1 36,500.00 36,500.00
lot 1 50,000.00 50,000.00
237,440.00

4,386,117.19

the project? - 250 manpower

1,329,641.89
225,522.82
338,284.24
1,893,448.95
7960.16 15 119402.4
952.8312 220 209622.9
4 0.0125 7960.16 99.502 0
0.02 0.0008 7960.16 6.368128 0
105.8701 700 74109.09
403134.3 658.372

3922.88 12 47074.56
469.5687 220 103305.1
4 0.0125 3922.88 49.036 0
0.02 0.0008 3922.88 3.138304 0
52.1743 700 36522.01
186901.7 619.372

700 15067.5
220 56826
71893.5 167

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