1. General Scope of Works and Technical Specification
Transcript of 1. General Scope of Works and Technical Specification
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Republic of the Philippines
Department of Health DAVAO REGIONAL MEDICAL CENTER
Apokon, Tagum City
Tel./Fax# (084) 216-9129
BID BULLETIN NO. 1 April 13, 2017
This Bid Bulletin is being issued to modify/amend the posted Philippine Bidding Documents for the
Construction of Lead Blood Facility under IB no. 18-04-120 to be opened on April 24, 2018. This Bid
Bulletin will form an integral part of the bidding documents. Below are the modifications/amendments to wit:
1. General Scope of Works and Technical Specification
AS POSTED AS CORRECTED
2. Demolition and Dismantling Works
• Dismantling of existing road • Dismantling of existing catwalk
5. Concrete Works/ Structural Steel Works
• Construction of concrete gutters with a minimum width of 0.50 meter and 0.20 meter
depth
OMIT
• Reinforcing bar should be deformed bars for all reinforced concrete work, and should have
minimum yield strength of 414 N/mm2 (60000
psi) in accordance to (ASTM A 184 and A 185). Representative samples of all steel
reinforcement that the contractor proposes to use in the Works together with manufacture's
certificate stating clearly for each sample, the
place of manufacture expected date and size of deliveries to site, and all relevant details as
regards composition manufacture, strength and other qualities of the steel shall be submitted
to the Engineer for written approval
• Reinforcing bar should be deformed bars for all reinforced concrete work,use Grade 40 (
275 MPa) for 16mm dia reinforcing bars ;
use Grade 60 (415 MPa) for 20mm & 25mm dia. Reinforcing bars in accordance
to (ASTM A 184 and A 185). Present samples of all steel reinforcement that the
contractor proposes to use in the Works
together with manufacture's certificate stating clearly for each sample, the place of
manufacture expected date and size of deliveries to site, and all relevant details as
regards composition manufacture, strength and other qualities of the steel shall be
submitted to the Engineer for written
approval
9. CEILING WORKS
Supply & Installation of 4.0mm THK.
FIBERCEMENT BOARD CEILING SYSTEM ON 2"x2"
METAL FURRING FRAMES IN WHITE FLAT LATEX PAINT FINISH for interior ceiling system.
Supply & Installation of 3.5mm THK.
FIBERCEMENT BOARD CEILING SYSTEM ON
2’x2’ METAL FURRING FRAMES IN WHITE FLAT LATEX PAINT FINISH for interior ceiling
system Supply & Installation of 4.0mm THK. ALUMINUM SPANDREL CEILING SYSTEM ON METAL FRAMING
including angles, furring and hangers for exterior ceiling system.
Supply & Installation of ALUMINUM SPANDREL CEILING SYSTEM ON METAL FRAMING
including angles, furring and hangers for exterior ceiling system.
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AS POSTED AS CORRECTED
12. RAILINGS AND GRILLS
• Additional: Stainless Steel Railings
18. Roofing System and Tinsmithry
Supply and installation of Ga. 26 (0.4mm thk)
Pre-painted Duratile type roofing sheets (red color) including ridge caps, flashings and
accessories.
Supply and installation of Ga. 26 (0.4mm thk)
Pre-painted Duratile type roofing sheets (Spanish red color) including ridge caps,
flashings and accessories.
General Scope of Work: (MECHANICAL WORKS – HVAC SYSTEM)
This project shall consist of furnishing and installation of positive air system, heating and
ventilating and air-conditioning system, and,
100% air flow system particularly in operating and infectious rooms.
This project shall consist of furnishing and installation of positive air system, ventilating
and air-conditioning system, and, 100% air
flow system.
Installation of equipment and its accessories and
auxiliaries shall conform to established standards. The project includes testing of all equipment and
all other related activity needed for commissioning. The contractor shall provide maintenance program
for all equipment or as recommended by the manufacturer. The types, sizes, capacities,
quantities and power characteristics of the
compressor, evaporator and condenser shall be as specified or as shown in the plans.
Installation of equipment and its accessories
and auxiliaries shall conform to established standards. The project includes testing of all
equipment and all other related activity needed for commissioning.
B. EQUIPMENT INSTALLATION
• Installation of all air handling equipment
• Foundation shall be provided and shall conform to the recommendation of the manufacturers of the equipment. Equipment shall be levelled on foundation. All spaces between equipment bases and concrete shall be filled with cement mortar.
• For skid type equipment, anchor the equipment to the concrete slab (10 ins. Thick) using log screw. Clearance around equipment base should not be less than 12 inches
OMIT
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AS POSTED AS CORRECTED
General Scope of Work: (MECHANICAL WORKS – HVAC SYSTEM)
C. REFRIGERANT TUBING/PIPES
INSTALLATION
• Installation of refrigerant tubing/pipes and charging of refrigerant
• Pipes shall be supplied and installed as per established standards. Refrigerant pipes shall be copper tubing, type L or K black steel pipe, schedule 40 for size of 4 inches diameter and smaller. Pipe over 4 inches shall be black steel pipe schedule 40
OMIT
E. DUCT WORKS AND INSTALLATION
• Installation of all ducting as shown in the drawing shall have proper hangers and supports
• Ducts shall be galvanized sheet steel of not less than the following gauges: No. 26 for 12 inches wide and smaller No. 24 for 14 inches wide to 30 inches wide No. 22 for 31 inches wide to 60 inches wide No. 20 for 61 inches wide to 89 inches wide No. 18 for 90 inches wide to 99 inches wide
OMIT
F. DUCT WORK INSULATION AND
INSTALLATION
• Installation of insulating materials to all ducts
• Insulation material shall be rigid board made of fibre glass or equivalent as commonly used material. The insulating material should be 1 inch for internal area and 2 inches for external
OMIT
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AS POSTED AS CORRECTED
General Scope of Work: (MECHANICAL WORKS – HVAC SYSTEM)
G. DAMPER INSTALLATION
• Volume dampers should be properly installed to its diffuser and in accordance with ASHRAE and SMACNA standards
• Damper shall be of same material as duct, at least one gauge heavier and shall have accessible location, complete with locking device for adjusting and locking damper in position. Where necessary, splitters, butterflies, and louvers damper deflecting vanes for control of air volume and direction and for balancing the system shall be provided wither or not they are indicated in the plans
OMIT
I. CONSTRUCTION REQUIREMENT
• The air conditioning system shall
be entirely automatic in operation
and shall not require the presence
of attendant except for periodic
inspection for lubrication and other
maintenance schedule. All
equipment and materials shall be
inspected upon delivery and shall
be tested after installation. Piping
shall not be buried, concealed, or
insulated until it has been
inspected, tested and approved.
Walls, floors and other parts of the
building and equipment damaged
by the contractor in the prosecution
of the work shall be replaced as
shown in the plans
GENERAL SCOPE OF WORKS & SPECIFICATIONS:
(Supply & Installation of one (1) unit Elevator)
No. of Openings: 1 @ front
No. of Openings : 2 @ front and back
Floor Designation Hoistway: Ground and 2nd Floor
Floor Designation Hoistway: Ground and 2nd Floor ( Ready for 3rd Floor)
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2. BILL OF QUANTITIES
3. Revised Bill of Quantities, General Scope of Works & Technical Specifications
(PLEASE SEE ATTACHED)
All other provisions of the bidding documents which are not affected shall remain in effect.
For guidance and information of all concerned.
RHODORA M. BOISER, MPA BAC Chairperson
Received by the bidder:
_________________________ Date: ____________________
AS POSTED AS CORRECTED
IX. CEILING WORKS
(Ground floor) a. Supply & Installation of 4.0mm THK.
FIBERCEMENT BOARD CEILING SYSTEM ON 2"x2" METAL FURRING FRAMES IN WHITE FLAT
LATEX PAINT FINISH
a. Supply & Installation of 3.5mm THK.
FIBERCEMENT BOARD CEILING SYSTEM ON 2"x2" METAL FURRING FRAMES IN
WHITE FLAT LATEX PAINT FINISH
(Second Floor) a. Supply & Installation of 4.0mm THK. FIBERCEMENT BOARD CEILING SYSTEM ON 2"x2" METAL FURRING FRAMES IN WHITE FLAT LATEX PAINT FINISH
a. Supply & Installation of 3.5mm THK. FIBERCEMENT BOARD CEILING SYSTEM ON 2"x2" METAL FURRING FRAMES IN WHITE FLAT LATEX PAINT FINISH
Material Description: (for ground and
second floor) 4.0mm thk. X 4' x 8' Fibercement Board Ceiling
System
Material Description: (for ground and
second floor) 3.5 mm thk. X 4' x 8' Fiber cement Board
Ceiling System
Project : CONSTRUCTION OF LEAD BLOOD FACILITY ( Phase 1)Location : DRMC COMPOUND, APOKON, ATGUM CITY
ITB No. 18-04-120 PR No. 18-03-092 PhilGEPS Ref no. 5264995 (CB)
Item Description Quantity Unit Unit Total
# Cost (Add)
I Demolition and Dismantling Works 345.942 sq.m.
II STAKING and LAY-OUT 379.188 sq.m.
III EARTHWORKS 120.427 cu.m
IV Formworks and Scaffoldings 922.185 sq.m.
V CONCRETE WORKS
a. Column/Footing 93.449 cu.m.
b. Footing Tie Beam and Wall Footing 18.135 cu.m.
c. Slab-on fill Flooring 33.519 cu.m.
d. Stairs , 2 units 8.111 cu.m.
31.956 cu.m.
f. Third Floor Beams and Lintel Beams 22.160 cu.m.
g. Suspended Slab (2nd & 3rd Floor) 49.348 cu.m.
h. Concrete Canopy (2nd & 3rd Floor) 6.947 cu.m.
VI MASONRY WORKS
a. Ground Floor 416.336 sq.m.
b. Second Floor 231.526 sq.m.
c. Third Floor 108.978 sq.m.
d. Septic Tank ( 1 unit- 2m x 4m x 2m depth) 17.500 sq.m.
e. Wall Footing 74.335 sq.m.
VII TILING WORKS
Ground Floor : 389.328 sq.m.
Second Floor : 372.727 sq.m.
VIII WATER PROOFING WORKS 266.914 sq.m.
IX CEILING WORKS
Ground Floor: 214.890 sq.m.
Second Floor: 193.090 sq.m.
Third Floor: 20.950 sq.m.
X CARPENTRY WORKS 1 lot
XI STEEL WORKS 1 lot
XII Railings and Grills 1 lot
XIII DOORS & WINDOWS
Ground Floor: 8 sets
Second Floor: 4 sets
Third Floor: 1 set
XIV SPECIAL FINISHES 25.840 sq.m.
XV GLASS WORKS
Ground Floor: 4 sets
Second Floor: 3 sets
XVI CLADDING WORKS 137.668 sq.m.
XVII ROOFING SYSTEM 44.422 sq.m.
XVIII Hardwares 1 lot
XIX PLUMBING WORKS 1 lot
XX PAINTING WORKS
Ground Floor Area : 1099.897 sq.m.
Second Floor Area : 865.611 sq.m.
Third Floor Area : 263.636 sq.m.
XXI ELECTRICAL WORKS 1 lot
XXII MECHANICAL WORKS 1 lot
XXIII FIRE PROTECTION & ALARM SYSTEM 1 lot
A. BILL OF QUANTITIES (REVISED)
e. Second Floor Beams, Intermediate Beams and Cantilever
Beams
XXIV SUPPLY & INSTALLATION OF ELEVATOR 1 lot
XXV PROJECT BILLBOARD 1 unit
XXVI SAFETY AND HEALTH PROGRAM 1 lot
Total: (Estimated Direct Cost)
BREAKDOWN OF ESTIMATED COST :
a. Structural Design and Analysis 82,000.00
82,000.00
Direct Cost :
b. Labor Cost
c. Project Billboard
d. Safety and Health Program
e. Equipment Rental Cost
Sub - total II
Indirect Cost :
1. Overhead Expenses & Supervisions
2. Contingencies
3. Miscellaneous
a. Building Permits
b. Bureau of Fire Protection Permit
c. As- built Plans
4. Contractor's Profit
5. VAT 12.00%
TOTAL BID COST
AMOUNT IN WORDS:
I Demolition and Dismantling Works
a. Demolition, hauling and clearing of area. 335.189 sq.m.
b. Dismantling of existing road. 10.754 sq.m.
345.942 sq.m.
Heavy Equipment Description Quantity Unit Unit Cost Add Amount
Backhoe 1 unit days
c. Clean up & Hauling
Dump Truck, 10 T 1 unit days
Equipment Rental Cost, Php
II STAKING and LAY-OUT Quantity Unit
a. Installation of batterboards for layout and perimeter fence 314.388 sq.m.
b. Temporary Bunkhouse 64.800 sq.m.
379.188 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
Laminated Blue Tent, 8', 100Lm/roll 1 rolls
Fishing Nylon, 2mm dia. 7 rolls
CWN 4" , 25 kgs/box 1 boxes
Coco Lumber, 2"x 3"x10' 99 495 bdft.
Coco Lumber, 2"x 2"x10' 101 338 bdft.
Material Cost , Php
B. DETAILED ESTIMATES
Equipment Rental Cost, Php
Demolition and Dismantling Work Cost, Php
Engineering & Administrative Overhead Cost (EAO) :
Sub - total I
a. Material Cost
Sub - total III
Labor Cost
STAKING and LAY-OUT Work Cost, Php
III EARTHWORKS
a. Equipment for Excavation of Column/Footing and Hauling 74.110 cu.m
b. Equipment for Excavation of Footing Tie beam & Wall Footing 28.817 cu.m
c. Equipment for Excavation of Septic Tanks 17.500 cu.m
120.427 cu.m
Heavy Equipment Description Quantity Unit Unit Cost Add Amount
Backhoe 1 unit days
Dump Truck, 10 T 1 unit days
d. Backfilling and Tampering (+ 25% compaction) 109.058 cu.m
Material Description Quantity Unit Unit Cost Add Amount
Good Mixed (Sand & Gravel) 110.00 cu.m
Material Cost , Php
Labor Cost
Total Eathworks Work Cost, Php
IV Formworks and Scaffoldings 922.19 sq.m.
a. Forms and Bracings for columns, beams, parapets and slabs.
Material Description Quantity Unit Unit Cost Amount
Assorted Nails 19 boxes
Coco Lumber, 2"x 4"x10' 1200 8,000.000 bdft.
Coco Lumber, 2"x 3"x10' 1100 5,500.000 bdft.
Coco Lumber, 2"x 2"x10' 1600 5,333.333 bdft.
Plywood, 1/2" Thk X 4'X 8' 380 shts.
Labor Cost
V CONCRETE WORKS
a. Column/Footing 93.449 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
Boulders, 6" dia. 54 cu.m
DRB, 25 mm dia x 6m 99 lengths
DRB, 20 mm dia x 6m 492 lengths
DRB, 16 mm dia x 6m 102 lengths
DRB, 10 mm dia. X 6m 233 lengths
G.I Tie Wire, # 16, 35 kgs/roll 7 rolls
Portland Cement , 40 kgs. 842 bags
Washed Sand 47 cu.m.
Washed Gravel ( class yy 3/4") 94 cu.m.
Material Cost , Php
Labor Cost
Equipment Cost , Php
Column/Footing Work Cost, Php
b. Footing Tie Beam and Wall Footing 18.135 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
DRB, 20 mm dia x 6m 159 lengths
DRB, 10 mm dia. X 6m 1012 lengths
G.I Tie Wire, # 16, 35 kgs/roll 5 rolls
Portland Cement , 40 kgs. 164 bags
Washed Sand 10 cu.m.
Washed Gravel ( class yy 3/4") 19 cu.m.
Material Cost , Php
Equipment Rental Cost, Php
Material Cost , Php
Formworks and Scaffoldings Work Cost, Php
Labor Cost
Equipment Cost , Php
Tie Beam and Wall Footing Work Cost, Php
c. Slab-on fill Flooring 33.519 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
DRB, 10 mm dia. X 6m 280 lengths
G.I Tie Wire, # 16, 35 kgs/roll 1 rolls
Portland Cement , 40 kgs. 303 bags
Washed Sand 18 cu.m.
Washed Gravel ( class yy 3/4") 35 cu.m.
Material Cost , Php
Labor Cost
Equipment Cost , Php
Slab-on fill Work Cost, Php
d. Stairs , 2 units 8.111 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
Portland Cement , 40 kgs. 73 bags
Washed Gravel ( class yy 3/4") 8 cu.m.
Washed Sand 4 cu.m.
DRB, 16 mm dia. X 6m 64 lengths
DRB, 10 mm dia. X 6m 80 lengths
G.I Tie Wire, # 16, 35 kgs/roll 1 rolls
Labor Cost
Stairs , 2 units Work Cost, Php
31.956 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
DRB, 25 mm dia x 6m 232 lengths
DRB, 20 mm dia x 6m 25 lengths
DRB, 16 mm dia x 6m 23 lengths
DRB, 10 mm dia. X 6m 249 lengths
G.I Tie Wire, # 16, 35 kgs/roll 2 rolls
Portland Cement , 40 kgs. 289 bags
Washed Sand 17 cu.m.
Washed Gravel ( class yy 3/4") 33 cu.m.
Labor Cost
f. Third Floor Beams and Lintel Beams 22.160 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
DRB, 20 mm dia x 6m 162 lengths
DRB, 16 mm dia x 6m 12 lengths
DRB, 12 mm dia. X 6m 31 lengths
DRB, 10 mm dia. X 6m 223 lengths
G.I Tie Wire, # 16, 35 kgs/roll 1 rolls
Portland Cement , 40 kgs. 199 bags
Washed Sand 11 cu.m.
Washed Gravel ( class yy 3/4") 22 cu.m.
Material Cost , Php
Labor Cost
Roof Beams and Lintel Beams Work Cost, Php
g. Suspended Slab (2nd & 3rd Floor) 49.348 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
Material Cost , Php
e. Second Floor Beams, Intermediate Beams and Cantilever
Beams
Material Cost , Php
Second Floor Beams, Intermediate Beams
and Column Beams Work Cost, Php
DRB, 10 mm dia. X 6m 575 lengths
G.I Tie Wire, # 16, 35 kgs/roll 5 rolls
Portland Cement , 40 kgs. 444 bags
Washed Sand 24 cu.m.
Washed Gravel ( class yy 3/4") 50 cu.m.
Material Cost , Php
Labor Cost
Suspended Slab Work Cost, Php
h. Concrete Canopy (2nd & 3rd Floor) 6.947 cu.m.
Material Description Quantity Unit Unit Cost Add Amount
DRB, 10 mm dia. X 6m 77 lengths
G.I Tie Wire, # 16, 35 kgs/roll 1 rolls
Portland Cement , 40 kgs. 63 bags
Washed Sand 3 cu.m.
Washed Gravel ( class yy 3/4") 6 cu.m.
Material Cost , Php
Labor Cost
Total Concrete Work Cost, Php
VI MASONRY WORKS
a. Ground Floor 416.336 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
6" CHB 4121 pcs.
4" CHB 945 pcs.
DRB, 10 mm dia. X 6m 249 lengths
G.I Tie Wire, # 16, 35 kgs/roll 2 rolls
Portland Cement , 40 kgs. 522 bags
Washed Sand 18 cu.m.
Labor Cost
Ground Floor Cost
b. Second Floor 231.53 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
6" CHB 1950 pcs.
4" CHB 781 pcs.
DRB, 10 mm dia. X 6m 134 lengths
G.I Tie Wire, # 16, 35 kgs/roll 1 rolls
Portland Cement , 40 kgs. 281 bags
Washed Sand 10 cu.m.
Labor Cost
Second Floor Cost
c. Third Floor 108.98 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
6" CHB 887 pcs.
4" CHB 530 pcs.
DRB, 10 mm dia. X 6m 81 lengths
G.I Tie Wire, # 16, 35 kgs/roll 1 rolls
Portland Cement , 40 kgs. 146 bags
Washed Sand 5 cu.m.
Labor Cost
Third Floor Cost
Material Cost , Php
Material Cost , Php
Concrete Canopy (2nd & 3rd Floor) Work Cost, Php
Material Cost , Php
d. Septic Tank ( 1 unit- 2m x 4m x 2m depth) 17.500 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
4" CHB 228 pcs.
Portland Cement , 40 kgs. 42 bags
Washed Sand 3 cu.m.
DRB, 10 mm dia. X 6m 40 lengths
Labor Cost
e. Wall Footing 74.335 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
DRB, 10 mm dia. X 6m 98 lengths
4" CHB 915 pcs.
G.I Tie Wire, # 16, 35 kgs/roll 1 rolls
Portland Cement , 40 kgs. 121 bags
Washed Sand 5 cu.m.
Washed Gravel ( class yy 3/4") 4 cu.m.
Labor Cost
Wall Footing Cost
Total Masonry Works Cost, Php
VII TILING WORKS
Ground Floor :
a. Tiling of Main Flooring. 326.469 sq.m.
b. Tiling of Comfort Rooms . 49.904 sq.m.
c. Tiling of Main Entrance 6.490 sq.m.
d. Tiling of Washing Counters 2.610 sq.m.
e. Tiling of Stairs 3.855 sq.m.
389.328 sq.m.
Material Description Quantity Unit Unit Cost Amount
912 pcs.
102 pcs.
463 pcs.
46 pcs.
Granite Slab, 3/4" x 2' x 8' 2 pcs.
25kg/bag ABC Tile Adhesive 60 bags
ABC Grout, 2kgs/ pack 35 packs
Washed Sand 10 cu.m.
Portland Cement, 40 kgs. 156 bags
Bronze Stair Nozing, 6m long 13 lenghts
Material Cost , Php
Labor Cost
Ground Floor Works Cost
Second Floor :
a. Tiling of Main flooring. 319.233 sq.m.
b. Tiling of Comfort Rooms . 49.544 sq.m.
c. Tiling near at Stairs & Elevator 1.820 sq.m.
d. Tiling of Washing Counters 2.130 sq.m.
372.727 sq.m.
Material Description Quantity Unit Unit Cost Amount
893 pcs.
Material Cost , Php
Septic Tank Work Cost, Php
Material Cost , Php
600mm x 600mm HOMOGENEOUS WHITE NON-SKID FLOOR TILE
(as per sample)
300mm x 300mm BEIGE CERAMIC TILES MATT/NON-SKID FINISH
(as per sample)
300mm x 300mm LIGHT GREY CERAMIC WALL TILE MATT FINISH
UP TO 5 LAYERS FROM THE FLOOR FINISH & WHITE PAINT AT
UPPER HALF TO CEILING (as per sample)
400mm X 400mm Ceramic Tactiles (Salt and Pepper or Gray) (as per
sample)
600mm x 600mm HOMOGENEOUS WHITE NON-SKID FLOOR TILE
(as per sample)
88 pcs.
473 pcs.
21 pcs.
Granite Slab, 3/4" x 2' x 8' 2 pcs.
25kg/bag ABC Tile Adhesive 50 bags
ABC Grout, 2kgs/ pack 30 packs
Washed Sand 10 cu.m.
Portland Cement, 40 kgs. 151 bags
Material Cost , Php
Labor Cost
Second Floor Works Cost
VIII WATER PROOFING WORKS 266.914 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
a. Supply & installation of 3mm thk. membrane water proofing. 266.914 sq.m.
Water Proofing Works Cost, Php
IX CEILING WORKS
Ground Floor:
161.74 sq.m.
17.88 sq.m.
35.27 sq.m.
214.89 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
3.5 mm thk. X 4' x 8' Fibercement Board Ceiling System 161.74 sq.m.
ALUMINUM SPANDREL x 10' 53.15 sq.m.
Ground Floor Works Cost, Php
Second Floor:
176.40 sq.m.
16.69 sq.m.
193.09 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
3.5 mm thk. X 4' x 8' Fibercement Board Ceiling System 176.40 sq.m.
ALUMINUM SPANDREL x 10' 16.69 sq.m.
Second Floor Works Cost, Php
Third Floor:
20.95 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
3.5 mm thk. X 4' x 8' Fibercement Board Ceiling System 20.95 sq.m.
Third Floor Works Cost, Php
TOTAL CEILING WORK COST, PHP
400mm X 400mm Ceramic Tactiles (Salt and Pepper or Gray) (as per
sample)
Total Tiling Works Cost, Php
a. Supply & Installation of 3.5mm THK. FIBERCEMENT
BOARD CEILING SYSTEM ON 2"x2" METAL FURRING
FRAMES IN WHITE FLAT LATEX PAINT FINISH
b. Installation of ALUMINUM SPANDREL CEILING SYSTEM
ON METAL FRAMING (BROWN) including angles, furring and
hangers.
c. Installation of ALUMINUM SPANDREL CEILING SYSTEM
ON METAL FRAMING (WHITE) including angles, furring and
hangers.
a. Supply & Installation of 3.5mm THK. FIBERCEMENT
BOARD CEILING SYSTEM ON 2"x2" METAL FURRING
FRAMES IN WHITE FLAT LATEX PAINT FINISH
300mm x 300mm BEIGE CERAMIC TILES MATT/NON-SKID FINISH
(as per sample)
300mm x 300mm LIGHT GREY CERAMIC WALL TILE MATT FINISH
UP TO 5 LAYERS FROM THE FLOOR FINISH & WHITE PAINT AT
UPPER HALF TO CEILING (as per sample)
b. Installation of ALUMINUM SPANDREL CEILING SYSTEM
ON METAL FRAMING (BROWN) including angles, furring and
hangers.
a. Supply & Installation of 3.5mm THK. FIBERCEMENT
BOARD CEILING SYSTEM ON 2"x2" METAL FURRING
FRAMES IN WHITE FLAT LATEX PAINT FINISH
X CARPENTRY WORKS 1 lot
a. Fabrication of locker, drawers, tables and cabinets. (see drawing Details)
Material Description Quantity Unit Unit Cost Add Amount
20 mm thk. x 4' x 8' Plyboard 44 shts
Hydraulic concealed hinges, pull over lay 10 pairs
Assorted Nails 1 case
Accessories 1 lot
Labor Cost
Carpentry Works Cost, Php
XI STEEL WORKS 1 lot
b. Fabrication and installation of Steel Fire Exit Ladder. (See details)
Material Description Quantity Unit Unit Cost Add Amount
1/4" X 1" FLAT BAR x 20' 12 pcs
1/2" x 2" X 2' ANGLE BAR x 20' 20 pcs
1/4" x 2" X 2' ANGLE BAR x 20' 7 pcs
Welding Rod, E-6011, 1/4"Ø 2 boxes
Accessories 1 lot
Labor Cost
Steel Works Cost, Php
XII Railings and Grills 1 lot
a. Installation of Stair & Side Railings.
Material Description Quantity Unit Unit Cost Add Amount
Stainless Pipe, mirror type 2" dia x 20' 28 lengths
Stainless Pipe, mirror type 1" dia x 20' 23 lengths
Stainless Welding Rod 10 kgs.
Labor Cost
Railings and Grills Works Cost, Php
XIII DOORS & WINDOWS
Ground Floor: 8 sets
a. Using Yacal Lumber as Door Jambs (8 units)
b. Using Lauan Lumber as Doors ( 8 units)
c. Supply & Installation of Double Swing Glass Door w/ 12mm thk. Annealed Glass Panel
d. Supply & Installation of Sliding Glass Door w/ 12mm thk. Annealed Glass Panel on Analuk Frame
Material Description Quantity Unit Unit Cost Add Amount
Pre-fabricated 2" x 6" Kiln-Dry Door Jamb 8 sets
Pre-fabricated HCFD 0.80 x 2.10m high 8 sets
D1(1.6 L X 2.55H) double swing glass door 1 unit
D7(1.6 L X 2.15H) double swing glass door 1 unit
D9(.8 L X 2.1H) sliding glass door 3 unit
Door Cost, Php
e. Supply & Installation of Fixed Glass Window w/ 6mm thk. Fixed Glass Panel on Analuk Frame
f. Supply & Installation of Frameless Awning Window 1/4".thk. Brown glass w/ Analuk Frame & brown Mosquito screen
g. Supply & Installation of Sliding Gass Window 1/4" thk Brown Glass w/ Analuk Frame & brown mosquito Screen
h. Supply & Installation of Transaction Window w/ 6mm thk. Fixed Glass Panel on Analuk Frame w/ Sliding Glass below
Material Description Quantity Unit Unit Cost Add Amount
W1(5.7L X 2.15H) fixed glass window 1 unit
W2(1.7L X 2H) awning glass window 1 unit
Material Cost , Php
Labor Cost , Php
Material Cost , Php
a. Fabrication and installation of Steel Grills at ACCU View
Barrier using 1/4" x 1" flat bar with ½" angle bars on tubular 2”
x 2' frame. (See Elevation)
Material Cost , Php
Material Cost , Php
W3(.9L X 2.45H) awning glass window 1 unit
W4(3.24L X 1.25H) sliding glass window 2 unit
W5(1.92L X 1.25H) sliding glass window 2 unit
W6(1.88L X .7H) awning glass window 1 unit
W7(1.3L X .7H) awning glass window 2 unit
W9(2.78L X .7H) awning glass window 2 unit
W15(1.35L X 1.25H) fixed glass window 1 unit
W16(2.53L X 1.25H) transaction window 1 unit
W18(2.10L X 1.25H) transaction window 1 unit
W19(1.09L X 1.25H) fixed glass window 2 unit
W20(1.34L X 1.25H) fixed glass window 2 unit
Window Cost, Php
Doors & Windows Cost, Php
Second Floor: 4 sets
a. Using Yacal Lumber as Door Jambs (4 units)
b. Using Lauan Lumber as Doors ( 4 units)
c. Supply & Installation of Double Swing Glass Door w/ 12mm thk. Annealed Glass Panel
d. Supply & Installation of Swing Glass Door w/ 12mm thk. Annealed Glass Panel on Analuk Frame
e. Supply & Installation of Single Swing PVC Door w/ White Standard PVC Panel w/ Louvers at bottom
Material Description Quantity Unit Unit Cost Add Amount
Pre-fabricated 2" x 6" Kiln-Dry Door Jamb 4 sets
Pre-fabricated HCFD 0.80 x 2.10m high 4 sets
D1(1.6 L X 2.55H) double swing glass door 1 unit
D10(.72 L X 2.1H) swing glass door 1 unit
D11(.7 L X 2.1H)-cr single swing pvc door 2 unit
Door Cost, Php
f. Supply & Installation of Fixed Glass Window w/ 6mm thk. Fixed Glass Panel on Analuk Frame
g. Supply & Installation of Frameless Awning Window 1/4".thk. Brown glass w/ Analuk Frame & brown Mosquito screen
h. Supply & Installation of Sliding Gass Window 1/4" thk Brown Glass w/ Analuk Frame & brown mosquito Screen
i. Supply & Installation of Transaction Window w/ 6mm thk. Fixed Glass Panel on Analuk Frame w/ Sliding Glass below
Material Description Quantity Unit Unit Cost Add Amount
W3(.9L X 2.45H) awning glass window 1 unit
W4(3.24L X 1.25H) sliding glass window 2 unit
W7(1.3L X .7H) awning glass window 2 unit
W8(5.5L X .7H) awning glass window 2 unit
W9(2.78L X .7H) awning glass window 4 unit
W10(1.65L X 1.25H) sliding glass window 1 unit
W11(1.98L X 1.25H) fixed glass window 1 unit
W12(2.47L X 1.25H) fixed glass window 2 unit
W13(2.32L X 1.25H) fixed glass window 1 unit
W14(1.85L X 1.25H) fixed glass window 1 unit
W15(1.35L X 1.25H) fixed glass window 1 unit
Window Cost, Php
Doors & Windows Cost, Php
Third Floor: 1 set
a. Using Yacal Lumber as Door Jambs (1 unit)
b. Using Lauan Lumber as Doors ( 1 unit)
Material Description Quantity Unit Unit Cost Add Amount
Pre-fabricated 2" x 6" Kiln-Dry Door Jamb 1 set
Pre-fabricated HCFD 0.80 x 2.10m high 1 set
Door Cost, Php
c. Supply & Installation of Frameless Awning Window 1/4".thk. Brown glass w/ Analuk Frame & brown Mosquito screen
Material Cost , Php
Labor Cost , Php
Material Cost , Php
Labor Cost , Php
Material Description Quantity Unit Unit Cost Add Amount
W9(2.78L X .7H) awning glass window 2 unit
Window Cost, Php
Doors & Windows Cost, Php
Total Doors & Windows Cost, Php
XIV SPECIAL FINISHES 25.84 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
25.84 sq.m.
XV GLASS WORKS
Ground Floor: 4 sets
a. Supply & Installation of Glass Partition w/ 6mm thk. Fixed Glass Panel on Analuk Frame
b. Supply & Installation of Glass Partition w/ 6mm thk. Fixed Glass Panel on Analuk Frame w/ Frosted Film
Material Description Quantity Unit Unit Cost Add Amount
Partition #1 (4.1L x 2.55H)Glass Partition w/ 6mm thk. Fixed Glass
Panel on Analuk Frame1 unit
Partition #2 (.9L x 2.1H)Glass Partition w/ 6mm thk. Fixed Glass
Panel on Analuk Frame w/ Frosted Film2 unit
Partition #3 (2L x 2.1H)Glass Partition w/ 6mm thk. Fixed Glass
Panel on Analuk Frame w/ Frosted Film1 unit
Supply & Installation Cost, Php
Second Floor: 3 sets
a. Supply & Installation of Glass Partition w/ 6mm thk. Fixed Glass Panel on Analuk Frame
b. Supply & Installation of Glass Partition w/ 6mm thk. Fixed Glass Panel on Analuk Frame w/ Frosted Film
Material Description Quantity Unit Unit Cost Add Amount
Partition #1 (4.1L x 2.55H)Glass Partition w/ 6mm thk. Fixed Glass
Panel on Analuk Frame1 unit
Partition #4 (5.70L x 2.15H)
Glass Partition w/ 6mm thk. Fixed Glass
Panel on Analuk Frame w/ Frosted Film 1 unit
Partition #4a (.9L x 2.15H)
Glass Partition w/ 6mm thk. Fixed Glass
Panel on Analuk Frame w/ Frosted Film 1 unit
XVI CLADDING WORKS 137.67 sq.m.
a. Supply & Installation of Red Aluminum Composite Pannel on 4mm PVDF w/ no Sealant Exposed ( see Detail )
w/ Aluminum Frames T-Runner
Material Description Quantity Unit Unit Cost Add Amount
4mm.thk. PVDF Composite Pannel 137.67 sq.m.
Supply & Installation Cost, Php
XVII ROOFING SYSTEM
a. Roof Framing System : 44.42 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
Cee Purlins, 1.60mm thk x 2"x 6"x 20' 25 length
Steel Plate, 1/2" thk x 4' x 8' 1 shts.
Acetylene 1 tank
Industrial Oxygen 1 tank
Primer Red Oxide 1 gal
Welding Rod 6011, 20kg/box, good quality 1 box
Labor Cost
Roofing System Cost
b. Roofing Sheets : 44.42 sq.m.
a. Pebble Washout finish (BEIGE) at main entrance and ramp.
Special Finishes Work Cost, Php
Supply & Installation Cost, Php
TOTAL GLASS WORK COST, PHP
Material Cost , Php
Material Description Quantity Unit Unit Cost Add Amount
19 shts.
4 pcs
2 pcs
2 pcs
Tekscrew # 2" 300 pcs
3/16" dia. X 3/4" Blind Rivets 2 boxes
Roof Thermal Insulation, 10mm thk x 1m x 50meters/roll 1 rolls
Roof Sheets Cost
Total Roofing System Cost, Php
XVIII Hardwares 1 lot
Material Description Quantity Unit Unit Cost Add Amount
Finishing Nails 1 1/2" , 25 kgs/box 1 boxes
Finishing Nails 2",25 kgs/box 1 boxes
Cylindrical Door Knob, US 13 sets
4-Heavy Duty Butt Hinges 15 pairs
36mm diam.x 1.2mL Stainless Steel Door Handle 6 pcs
Stainless Steel Door Lock Handle (Lever Type) 4 pcs
Hacksaw Blade, heavy duty 50 pcs
Welding Rod, E-6011, 1/4"Ø 3 box
Chalk Stone 20 pcs
Labor Cost
Roof Sheets Cost
XIX PLUMBING WORKS 1 lot
a. Supply and Installation of Water Lines
Material Description Quantity Unit Unit Cost Add Amount
PPR Pipe PN-25 1/2" 69 lengths
Accessories 1 lot
Waterline Cost
b. Sanitary Line, downspouts
Material Description Quantity Unit Unit Cost Add Amount
4" dia x 10' PVC Pipe, s 1000 25 pcs.
4" dia PVC Wye 20 pcs.
4" dia x 2" PVC Wye 20 pcs.
4" dia x 90 PVC elbow 50 pcs.
4" dia x 45 PVC elbow 25 pcs.
4" dia PVC cleanout 25 pcs.
4" dia PVC p-trap 25 pcs.
2" dia x 10' PVC Pipe, s 1000 50 pcs.
2" dia PVC elbow 75 pcs.
Sanitary Line Cost
c. Plumbing Fixtures
Material Description Quantity Unit Unit Cost Add Amount
Stainless Sink w/ Complete ass. 4 units
Toilet Bowl, Flush Type 4 sets
Lavatory 4 sets
Lavatory faucet 4 pcs.
Pre-painted Spanish Gutter, 0.4mm x 0.914m x 3.34m
Pre-painted End Flashing, 0.4mm x 0.610 x 3.34m
Pre-painted Ridge Roll, 0.4mm x 0.610 x 3.34m
Material Cost , Php
Labor Cost , Php
Material Cost , Php
Duratile Roofing, 0.4mmthk x 1.005 m eff. Width x 6.34m. H
Material Cost , Php
Labor Cost , Php
Material Cost , Php
Labor Cost , Php
Plastic Faucet, Heavy Duty 15 pcs.
Bedit Faucet 4 sets
Gate Valves 10 pcs.
Soap Holder 4 pcs.
Tissue Holder 4 pcs.
6" x 6" Floor Drain 4 pcs.
4" x 4" Floor Drain 4 pcs.
Exhaust Fan w/ Ducting & Diffuser 4 sets
Material Cost , Php
Labor Cost , Php
Plumbing Fixture Cost
d. Drainage System
Material Description Quantity Unit Unit Cost Add Amount
RCPC, 12"Ø 58 pcs
Portland Cement , 40 kgs. 12 bags
Washed Sand 4 cu.m.
Labor Cost
Drainage System Cost
e. Catch Basin (9 units) 3.888 sq.m.
Material Description Quantity Unit Unit Cost Add Amount
Portland Cement , 40 kgs. 13 bags
4" CHB 65 pcs.
DRB, 10 mm dia. X 6m 10 lengths
Washed Sand 4 cu.m.
Washed Gravel ( class yy 3/4") 2 cu.m.
Labor Cost
Catch Basin Cost
Total Plumbing Work Cost, Php
XX PAINTING WORKS
Ground Floor Area : 1,099.90 sq.m.
a. Painting works are all solvent based.
Material Description Quantity Unit Unit Cost Amount
Liquid Tile Primer 52 gals.
Liquid Tile Gloss 75 gals.
Liquid Tile Cast 63 gals.
Liquid Tile Reducer 63 gals.
Liquid Tile Tint Color , Hansa Yellow 70 pints
Liquid Tile Tint Color , Venetian Red 40 pints
Liquid Tile Tint Color , Black 20 pints
Textured Paint Roller w/ Tray, 7", heavy duty 10 pcs
Paint Roller w/ Tray, 7", heavy duty 20 pcs
Baby Paint Roller, 4", cotton 10 pcs
Paint Brush, 4" 10 pcs
Paint Brush, 2" 10 pcs
Sand Paper, # 120 100 pcs
Sand Paper, # 60 70 pcs
Masking Tape 60 rolls
Polyster Body Filler w/ Hardener 11 gals.
Non - sag Epoxy , A & B 8 pairs
Concrete Neutralizer 8 gals.
Ground Floor Area Work Cost, Php
Material Cost , Php
Labor Cost , Php
Material Cost , Php
Material Cost , Php
Second Floor Area : 865.61 sq.m.
a. Painting works are all solvent based.
Material Description Quantity Unit Unit Cost Amount
Liquid Tile Primer 40 gals.
Liquid Tile Gloss 58 gals.
Liquid Tile Cast 49 gals.
Liquid Tile Reducer 49 gals.
Liquid Tile Tint Color , Hansa Yellow 50 pints
Liquid Tile Tint Color , Venetian Red 30 pints
Liquid Tile Tint Color , Black 20 pints
Textured Paint Roller w/ Tray, 7", heavy duty 10 pcs
Paint Roller w/ Tray, 7", heavy duty 10 pcs
Baby Paint Roller, 4", cotton 10 pcs
Paint Brush, 4" 15 pcs
Paint Brush, 2" 10 pcs
Sand Paper, # 120 100 pcs
Sand Paper, # 60 60 pcs
Masking Tape 70 rolls
Polyster Body Filler w/ Hardener 8 gals.
Non - sag Epoxy , A & B 7 pairs
Concrete Neutralizer 7 gals.
Second Floor Area Work Cost, Php
Third Floor Area : 263.64 sq.m.
a. Painting works are all solvent based.
Material Description Quantity Unit Unit Cost Amount
Liquid Tile Primer 13 gals.
Liquid Tile Gloss 19 gals.
Liquid Tile Cast 16 gals.
Liquid Tile Reducer 16 gals.
Liquid Tile Tint Color , Hansa Yellow 30 pints
Liquid Tile Tint Color , Venetian Red 20 pints
Liquid Tile Tint Color , Black 20 pints
Textured Paint Roller w/ Tray, 7", heavy duty 10 pcs
Paint Roller w/ Tray, 7", heavy duty 15 pcs
Baby Paint Roller, 4", cotton 10 pcs
Paint Brush, 4" 10 pcs
Paint Brush, 2" 10 pcs
Sand Paper, # 120 80 pcs
Sand Paper, # 60 70 pcs
Masking Tape 60 rolls
Polyster Body Filler w/ Hardener 5 gals.
Non - sag Epoxy , A & B 9 pairs
Concrete Neutralizer 8 gals.
Third Floor Area Work Cost, Php
Total Painting Works Cost, Php
XXI ELECTRICAL WORKS 1 lot
a. Supply and installation of electrical materials
b. Supply and installation of Data and Voice provisions (roughing-ins of pipes and utility boxes)
Item Quantity UOM Unit Cost Total Cost
Data and voice outlet, 2-gang 12 sets
20mm dia.uPVC Pipe 180 lengths
Material Cost , Php
Labor Cost , Php
Material Cost , Php
Labor Cost , Php
Material Description
25mm dia.uPVC Pipe 8 lengths
32mm dia.uPVC Pipe 2 lengths
63mm dia.uPVC Pipe 3 lengths
75mm dia.uPVC Pipe 2 lengths
110mm dia.uPVC Pipe 20 lengths
63mm dia.uPVC elbow 2 pcs
75mm dia.uPVC elbow 2 pcs
110mm dia.uPVC elbow 5 pcs
20mm dia PVC male adaptor w/ locknut 150 sets
25mm dia PVC male adaptor w/ locknut 5 sets
63mm dia PVC male adaptor w/ locknut 2 sets
75mm dia PVC male adaptor w/ locknut 2 sets
110mm dia PVC male adaptor w/ locknut 4 sets
110mm dia entrance cap 1 pc
1/2" dia. PVC moldflex 19 rolls
3/4" dia. PVC moldflex 1 rolls
8" x 8" x 4" metal Pull Box w/ cover 5 pcs.
12" x 12" x 6" metal Pull Box w/ cover 5 pcs.
4" x4" uPVC Junction Box 200 pcs.
2" x 4 " uPVC Utility Box 132 pcs.
4" x 4 " uPVC Square Box 25 pcs.
Flush Type Switch (1-gang)w/ plate 15 sets
Flush Type Switch (2-gang)w/ plate 9 sets
Flush Type Switch (3-gang)w/ plate 7 sets
Flush Type Switch (1-gang, 3-way) w/ plate 1 sets
1-gang universal outlet, 3-prong w/ plate (wide series) 20 sets
2-gang universal outlet, 3-prong w/ plate (wide series) 65 sets
1 set
G.I. tie wire #16 30 kilos
Electrical Tape, big, 3M 150 pcs.
Rubber Tape 5 pcs.
LED emergency light (2 bulbs in one housing) 20 pcs.
52 sets
28 sets
57 sets
14W T5, 100-277V, LED tube light w/ base 8 sets
150 mtrs
27 mtrs
36 mtrs
81 mtrs
175 mtrs
5 rolls
20 rolls
7 rolls
Copper clad ground rod w/ accessories 1 pc
150 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
60 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
50 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
30 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
14 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
5.5 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
2-gang universal outlet, 3-prong w/ weather proof cover (wide
series)
100mm dia circular recessed type housing w/ 9Watts, E27, 100-
277V, LED, downlight
150mm dia circular surface type housing w/ 12Watts, E27, 100-
277V, LED, downlight
2x23W T8, 100-277V, LED tube light in 1200mm Recesed
luminaire w/ acrylic diffuser
3.5 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
2.0 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry
600V, Copper Wire , Stranded
Wire way and gutters 1 lot
Consumables 1 lot
1 assembly
1 assembly
1 assembly
Main: 2 - 300AT/630AF, 3P, 240V, 36kAIC, Molded-case ckt
breaker w/ adjustable trip unit, manual transfer switch w/
mechanical interlock
Branches:
1 - 175AT, 160AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type w/ adjustable trip unit
1 - 150AT, 160AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type w/ adjustable trip unit
1 - 100AT, 160AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type w/ adjustable trip unit
1 - 60AT, 160AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type w/ adjustable trip unit
SPACE - 2
Complete w/ Busbar, hardware, lugs, accessories, and
grounding bus
Enclosure Specs: Nema 1, surface mounted, B.I. Ga#16,
chemically treated,powder coated
Main: 60AT/160AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type w/ adjustable trip unit
Branches:
18 - 20AT, 63AF, 2P, 240V, 10kAIC, Miniature ckt breaker, bolt-
on type
Complete w/ Busbar, hardware, lugs, accessories, and
grounding bus
Enclosure Specs: Nema 1, surface mounted, B.I. Ga#16,
chemically treated,powder coated
Main: 175AT/250AF, 3P, 240V, 25kAIC, Molded-case ckt
breaker, bolt-on type w/ adjustable trip unit
Branches:
2 - 60AT, 100AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type 1 - 40AT,
100AF, 3P, 240V, 25kAIC, Molded-case ckt breaker, bolt-on
type 1 - 30AT,
100AF, 3P, 240V, 25kAIC, Molded-case ckt breaker, bolt-on
type 9 - 30AT,
100AF, 2P, 240V, 10kAIC, Miniature ckt breaker, bolt-on type
11 - 20AT, 63AF, 2P, 240V, 10kAIC, Miniature ckt breaker, bolt-
on type
Complete w/ Busbar, hardware, lugs, accessories, and
grounding bus
Enclosure Specs: Nema 1, surface mounted, B.I. Ga#16,
chemically treated,powder coated
1 assembly
3 assembly
1 set
XXII MECHANICAL WORKS 1 lot
ITEM QTY UOM UNIT COST TOTAL COST
A. GROUND FLOOR
1 4 sets
2 3 sets
3 4 sets
4 8 sets
B. SECOND FLOOR
1 2 sets
2 2 sets
Main - 60AT/100AF, 3P, 240V, 25kAIC, Molded-case ckt
breaker, bolt-on type w/ adjustable trip unit
Branches:
1 - 40AT, 63AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type 1 - 30AT,
63AF, 3P, 240V, 25kAIC, Molded-case ckt breaker, bolt-on type
1 - 30AT, 63AF, 2P, 240V, 10kAIC, Miniature ckt breaker, bolt-
on type 3 - 20AT, 63AF,
2P, 240V, 10kAIC, Miniature ckt breaker, bolt-on type
Complete w/ Busbar, hardware, lugs, accessories, and
grounding bus
Enclosure Specs: Nema 1, surface mounted, B.I. Ga#16,
chemically treated,powder coated
Digital check meter, 3-phase w/ CT, PT, and accessories
Material Cost, Php
Labor Cost, Php
Total Electrical Work Cost, Php
a. Supply and Installation of complete new Airconditioning Units including water-proof service breaker and compatible magnetic
switch w/ free copper tube within 10ft and additional cost per ft for the excess copper tube (inclusive of copper tube, rubber
insulation, PE tape, PVC pipe for drain, wiring from condenser and to evaporator and fabrication of painted wall-hang bracket for
condenser)
Main: 150AT/250AF, 3P, 240V, 25kAIC, Molded-case ckt
breaker, bolt-on type w/ adjustable trip unit
Branches:
1 - 60AT, 100AF, 3P, 240V, 25kAIC, Molded-case ckt breaker,
bolt-on type 1 - 40AT,
100AF, 3P, 240V, 25kAIC, Molded-case ckt breaker, bolt-on
type 2 - 30AT, 100AF, 3P,
240V, 25kAIC, Molded-case ckt breaker, bolt-on type
8 - 30AT, 100AF, 2P, 240V, 10kAIC, Miniature ckt breaker, bolt-
on type 12 - 20AT, 63AF,
2P, 240V, 10kAIC, Miniature ckt breaker, bolt-on type
Complete w/ Busbar, hardware, lugs, accessories, and
grounding bus
Enclosure Specs: Nema 1, surface mounted, B.I. Ga#16,
chemically treated,powder coated
Total Cost
1.5 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
2 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
b. Supply and installation of Exhaust Fans including ducting and diffusers.
DESCRIPTION
1 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
2 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
2.5 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
Exhaust Fan, ceiling mounted, 230V, 1 phase
3 4 sets
XXIII FIRE PROTECTION & ALARM SYSTEM 1 lot
Ground Floor :
a. Fire Protection System
Material Description Quantity Unit Unit Cost Amount
Fire Extinguisher, HCFC 123, (10lbs); 2 unit
Fire Extinguisher, ABC Dry Chemical Content, Red (10lbs) 3 unit
Floor Control Valve 3" 1 Unit
Sight Glass 1 Unit
Ball Valve 1 1/2" 1 Unit
Water Flow switch 1 Unit
BI Pipe 3" dia Sch 40 6 length
BI Pipe 2" dia Sch 40 2 length
BI Pipe 1 1/2" dia Sch 40 2 length
BI Pipe 1" dia Sch 40 15 length
Fire Hose Cabinet 100Ft (Complete Set) 2 length
BI fittings and hangers 1 lot
Consumables 1 lot
b. Fire Alarm System
Fire Alarm Control Panel Conventional Type 4 Zones 1 set
Smoke Detector 15 pc
Fire Alarm Bell 2 pc
Manual Pull Station 2 pc
TF wire #16 10 roll
uPVC Pipe 12.5mm 70 length
Other accessories and consumables 1 lot
Second Floor :
a. Fire Protection System
Material Description Quantity Unit Unit Cost Amount
Fire Extinguisher, HCFC 123, (10lbs); 2 unit
Fire Extinguisher, ABC Dry Chemical Content, Red (10lbs) 2 unit
Floor Control Valve 3" 1 Unit
Sight Glass 1 Unit
Ball Valve 1 1/2" 1 Unit
Water Flow switch 1 Unit
BI Pipe 3" dia Sch 40 2 length
BI Pipe 2" dia Sch 40 2 length
BI Pipe 1 1/2" dia Sch 40 2 length
BI Pipe 1" dia Sch 40 14 length
Fire Hose Cabinet 100Ft (Complete Set) 1 length
BI fittings and hangers 1 lot
Consumables 1 lot
b. Fire Alarm System
Smoke Detector 14 pc
Fire Alarm Bell 2 pc
Manual Pull Station 2 pc
TF wire #16 9 roll
uPVC Pipe 12.5mm 66 length
Other accessories and consumables 1 lot
2.5 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
Total Cost
Total MECHANICAL WORK Cost, Php
Material Cost, Php
Labor Cost, Php
Ground Floor Cost, Php
FIRE PROTECTION & ALARM SYSTEM Cost, Php
XXIV SUPPLY & INSTALLATION OF ELEVATOR 1 lot
a. Steel Works
b. Installation of Top Roofing for Elevator (see Sample Design)
Material Description Quantity Unit Unit Cost Amount
WF 10 x 49 Beam 6 lengths
MS Plate 1/2" thk 2 shts
Angle Bar 6mm x 2" x 2"x 20' 8 lengths
Acetylene & Oxygen 7 sets
Welding Rod 5 boxes
Labor Cost
Steel Works & Roofing Work Cost, Php
c. Electrical Works
d.1. Supply, installation & tapping of new transformer from the nearest post to the elevator electrical panel.
d.2. Supply and installation of switches and lighting fixtures at the elevator area.
d.3. Electrical Works for Elevator are Ready for 3rd floor.
Material Description Quantity Unit Unit Cost Amount
25 KVA transformer 1 unit
Electrical Wires 1 lot
Labor Cost
d. ELEVATOR UNIT 1 lot
XXV PROJECT BILLBOARD
Material Description Quantity Unit Unit Cost Amount
Billboards 8' x 8' 1 unit
XXVI SAFETY AND HEALTH PROGRAM
a. Supply and implementation of PPE's and safety and health programs.
b. Installation of signages, barricades and protections.
Material Description Quantity Unit Unit Cost Amount
Safety and Health Program 1 lot
A - ESTIMATED BREAKDOWN OF EXPENDITURES :
I - ENGINEERING & ADMINISTRATIVE OVERHEAD (EAO) :
a. Structural Design and Analysis Sub - total I 82,000.00
II - ESTIMATED DIRECT COST (EDC) :
a. Material Cost
b. Labor Cost
c. Project Billboard
d. Safety and Health Program
e. Equipment Rental Cost
SAFETY AND HEALTH PROGRAM COST
Material Cost , Php
Material Cost , Php
Electrical Work for Elevator Cost, Php
Elevator Cost, Php
Total SUPPLY & INSTALLATION OF
ELEVATOR Cost, Php
Suppy & Installation Cost, Php
Material Cost, Php
Labor Cost, Php
Second Floor Cost, Php
Sub - total II
III - INDIRECT COST (IC) :
1. Overhead Expenses & Supervisions
2. Contingencies
3. Miscellaneous
a. Building Permits
b. Bureau of Fire Protection Permit
c. As- built Plans
4. Contractor's Profit
5. VAT 12.00%
Sub - total III
AMOUNT IN WORDS:
Prepared by:
_____________________
Contractor/ Representative
TOTAL BID COST , Php
PROJECT NAME : CONSTRUCTION OF LEAD BLOOD FACILITY (P1) LOCATION : DRMC Compound, Apokon, Tagum City APPROPRIATION : P 16,463,178.59 FUND SOURCE :
SUBJECT : GENERAL SCOPE OF WORKS & TECHNICAL SPECIFICATIONS- REVISED
1.0 PROJECT SUMMARY:
1.1 This project requires the following activity: CONSTRUCTION OF LEAD BLOOD FACILITY (P1)
1.2 The work requires the furnishing of all labor, supervision, administration and management, supply of equipment, tools and services necessary for the satisfactory and expeditious completion of the Project.
2.0 PROJECT DESCRIPTION:
2.1 The work shall be carried out strictly in accordance with the requirement of the Work Orders attached as required by the Proponent.
2.2 The Project shall be carried out in all respect to the requirements of the Contract Documents and applicable Philippine Standards, Code and Specifications.
3.0 GENERAL SCOPE OF WORK:
3.1 Verification of Dimension: Authorized Contractor’s personnel shall visit the project location of the above mentioned Work Orders to familiarize themselves with all details of the work and working conditions and to verify all the stated Project requirements with the Proponent. Contractor shall advise DAVAO REGIONAL MEDICAL CENTER project representative of any perceived discrepancy before performing any work
3.2 Work Order and Work Description
3.2. A. CONSTRUCTION OF LEAD BLOOD FACILITY (P1)
1. Staking and Lay-out This activity includes the following:
• Installation of batter boards for lay-out and perimeter fence.
• Installation of Temporary facility.
2. Demolition and Dismantling Works The Contractor shall demolish, dismantle and/or remove any miscellaneous existing structures, buildings or parts thereof which occupy or obstruct the Permanent Works, all as shown on the Drawings. Unsuitable materials from demolishing and dismantling remain the property of the Contractor and shall be disposed of in a manner and at a location to the approval of the Engineer. Where partial demolition of structures is required, the Contractor shall take the utmost care not to damage any part of the structure which is to remain in place. If any such damage may occur the Contractor shall repair and make good the damage at his own expense.
• Demolition, hauling and clearing of area affected by the lay-out.
• Demolition of concrete pavements and structures which are affected by the construction works.
• Dismantling of existing (road) catwalk.
• Dismantling and turn-over of the dismantled materials to the agency.
3. Earthworks
This activity includes the following:
• Earthwork consists of excavation, back filling and disposal of surplus material. Work of this section includes all measures and materials required to complete the design supply, support, use, construction, removal of earth work.
• Boulders of 6” to 8” dia. should be used as column foundation beddings.
• Excavation of Column/Footing and Hauling
• Excavation of Footing Tie Beam & Wall Footing
• Excavation of Septic Tanks
• Backfilling and Compacting
4. Formworks and Scaffoldings This item consist of:
• Installation of Forms and Bracings for columns, beams, parapets and slabs.
5. Concrete Works/ Structural Steel Works
• Concrete work shall consist of mixing, conveying, placing of concrete and reinforcement Work, (it is inclusive of all measures and materials required removal of concrete forms and reinforcement).
• Construction of concrete columns, footings, tie beams and zoccalos with a minimum of 3,000 psi concrete strength in 28 days;
• Reinforcing bar should be deformed bars for all reinforced concrete work,use Grade 40 ( 275 MPa) for 16mm dia reinforcing bars ; use Grade 60 (415 MPa) for 20mm & 25mm dia. Reinforcing bars in accordance to (ASTM A 184 and A 185). Present samples of all steel reinforcement that the contractor proposes to use in the Works together with manufacture's certificate stating clearly for each sample, the place of manufacture expected date and size of deliveries to site, and all relevant details as regards composition manufacture, strength and other qualities of the steel shall be submitted to the Engineer for written approval
• Test of Concrete -Work cylinder test shall be made on concrete
sampled during the works. Samples shall be taken for each new
grade concrete, from each 100 m3
of concrete when the same grade is being used continuously, except for lean concrete and other non load bearing concrete. The number of specimens taken shall not less than 3 for each compressive strength test. All tests shall be performed in accordance with ASTM C. 39, B.S, 1881 and shall be carried out in an authorized laboratory at the contractor's own expense. If the results of the 28 days test are unsatisfactory, all concrete work shall be stopped at contractor's expense and shall not proceed further without the written permission of the Engineer. Should the test prove that the concrete is not satisfactory or the Engineer Judge any section to be defective the condemned concrete shall be cut out, removed and replaced by the contractor;
• Concreting of suspended slabs and on-fill flooring, second floor beams, column beams, parapets and roof beams.
• Construction of concrete stairs.
• Construction of concrete canopy
6. Masonry Works
• This item consists of the construction of 150mm thk. CHB for perimeter and zocalo walls, and 100mm thk. CHB for interior walls, T&B/CR walls and concrete counter stands smooth plastered finished.
• All Concrete Hollow Blocks shall be machine-made and all CHB walls shall be cement plastered (12mm thk.) and smooth finished and are reinforced with 10mm dia. deformed bars with spacing of 600mm o.c. for vertical reinforcement and every 3 layers for horizontal reinforcement.
• Mortar filler shall be Class “B” mixture while Cement Plastering shall be Class “A” mixture;
• Construction of new toilets;
• Construction of Septic Tank using 150mm CHB (1 unit- 2m x 4m x 2m depth).
(Please refer to Approved Detailed Plans, Drawings & Specifications)
7. Tiling Works
This activity includes the following:
• Supply and installation of 300mm x 300mm ceramic floor and wall tiles for toilets.
• Supply and installation of 600mm x 600mm granite tiles on main floorings (ground & second floor).
• Supply and installation of 400mm x 400mm ceramic tactiles on main entrance (ground floor), near stairs and elevator (second floor). (Ceramic Tactiles)
• Supply and installation of 600mm x 600mm granite tiles on stairs with bronze stair nosing at edge.
• Supply and installation of Granite Slab, 3/4" x 2' x 8' at concrete counters and mop wash.
• Sample of tiles should be presented to the agency’s representative for approval prior to installation.
8. Water Proofing Works
This item consist of:
• Supply & installation of membrane water proofing.
9. Ceiling Works
• Supply & Installation of 3.5mm THK. FIBERCEMENT BOARD CEILING SYSTEM ON 2’x2’ METAL FURRING FRAMES IN WHITE FLAT LATEX PAINT FINISH for interior ceiling system.
• Supply & Installation of ALUMINUM SPANDREL CEILING SYSTEM ON METAL FRAMING including angles, furring and hangers for exterior ceiling system.
10. Carpentry Works
This item consist of:
• Fabrication of locker, drawers, tables and cabinets. (see drawing Details)
11. Steel Works
This activity includes the following:
• Fabrication and installation of Steel View Barrier using 1/4" x 1" flat bar with ½" angle bars on tubular 2” x 2' frame. (See Elevation)
• Fabrication and installation of Steel Fire Exit Ladder. (See details)
12. Railings and Grills This item consist of:
• Installation of Stair & Side Railings.
• Stainless Steel Railings
13. Doors DOORS: Fabrication and Installation
• Supply and installation of double swing glass door using 12mm thk Annealed Glass Panel
• Supply and installation of sliding glass door using 12mm thk Annealed Glass Panel on Analuk frame.
• Supply and installation of swing glass door using 12mm thk Annealed Glass Panel on Analuk frame.
• Supply and installation of single swing PVC door on white standard PVC Panel with louvers at bottom.
Pre-fabricated 2” x 6” Kiln-Dry Door Jambs using Yacal Lumber. Pre-fabricated HCFD 0.80 x 2.10m high.
14. Windows
WINDOWS: Supply and Installation
• Supply and installation of 6mm thk fixed glass window using Fixed Glass Panel on Analuk Frame.
• Supply and installation of 6mm thk awning glass window and Fixed Glass Panel on Analuk Frame.
• Supply and installation of 6mm thk sliding glass window and Fixed Glass Panel on Analuk Frame.
• Supply and installation of transaction window with 6mm thk. Fixed Glass Panel on Analuk Frame with sliding glass below.
15. Special Finishes This item consist of:
• Supply and installation of Pebble Washout finish (BEIGE) at main entrance and ramp. (see detailed drawings)
16. Glass Works
This activity includes the following:
• Supply & Installation of Glass Partition w/ 6mm thk. Fixed Glass Panel on Analuk Frame.
• Supply & Installation of Glass Partition w/ 6mm thk. Fixed Glass Panel on Analuk Frame w/ Frosted Film.
17. Cladding Works This item consist of:
• Supply & Installation of Red Aluminum Composite Pannel on 4mm PVDF w/ no Sealant Exposed w/ Aluminum Frames T-Runner ( see Detail )
18. Roofing System and Tinsmithry
This activity includes the following:
• Supply, fabrication and installation of roof framings using 2.0mm x 2” x 6” Cee Purlins and ¼” thk. Angle Bars (see details).
• Supply and installation of 10 mm thk. double aluminum thermal roof insulator;
• Supply and installation of Ga. 26 (0.4mm thk) Pre-painted Duratile type roofing sheets (Spanish red color) including ridge caps, flashings and accessories.
19. Plumbing and Fixtures
This activity comprises the following:
• Installation of new set of plumbing fixtures, water lines (PPR) and sanitary lines (s1000).
• Supply and installation of plumbing fixtures.
• Supply and installation of wall hang lavatories for hand washing at toilets;
• Tapping of water and sanitary lines to existing water system.
• Supply and installation of downspouts, catch basins and 12” dia. (Reinforced Concrete Pipe Culvert) drainage canals connecting the existing drainage system.
• Supply and installation of 9 units catch basins.
20. Painting Works This activity involves the following:
• Surface preparation and painting of ceiling and partitions with solvent base paints.
• Surface preparation and painting of CHB walls and partitions with solvent base paints.
• Exterior painting finishes- textured type.
• Surface preparation and painting of hollow core flush doors with solvent base paints.
21. Electrical Works This item consist of:
• Supply and installation of electrical materials.
• Supply and installation of Data and Voice provisions (roughing-ins of pipes and utility boxes)
General Scope of Work: (MECHANICAL WORKS – HVAC SYSTEM)
This project shall consist of furnishing and installation of positive air system, heating and ventilating and air-conditioning system, and, 100% air flow system. This includes necessary electrical connections, pipes and condensate drains and all other necessary accessories and auxiliaries, ready for service in accordance with the plans and specifications. Installation of equipment and its accessories and auxiliaries shall conform to established standards. The project includes testing of all equipment and all other related activity needed for commissioning. Detailed Scope of Work:
A. SUPPLY OF EQUIPMENT
• ACU: 1 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
• ACU: 1.5 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
• ACU: 2 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
• ACU: 2.5 HP, Split-type, Inverter, wall-mounted, 230V/1ph/60Hz
• Exhaust Fan, ceiling mounted, 230V, 1 phase
B. PIPE INSULATION INSTALLATION
• Installation of 1 inch thick fibre glass insulating material to all tubing/pipes
• Insulation shall be pre-formed fibre glass or its equivalent. The insulating
materials shall be covered with 4 inches x ½ inch thick poly ethylene film,
which shall be overlapped not less than 2 inches. Pipe insulation shall be
adequately protected at point of support by means of suitable metal shield to
avoid damage from compression. Insulated pipes, valves and fittings located
outdoors shall be provided with metal jacket
C. ELECTRICAL WORKS
• Provision of electrical supply cables necessary to all equipment
• Power supply shall be provided by the contractor at the pull box installed
inside the machine room and shall furnish and install the main circuit breaker
and starter with suitable ratings and capacities, conduits, wiring, fittings,
devices and all other equipment and electrical connections needed to
complete the electrical installation of the system. All electrical works shall
comply with the latest edition of the electrical code, with the applicable
ordinance of the local government and all the rules and requirements of the
local power company
D. STANDARDS
• DOH Air-conditioning specifications and standards
• SMACNA
• ASHRAE
• NFP
General Scope of Work: FIRE FIGHTING (STAND PIPE) SYSTEM This project shall consist of furnishing and installation of Fire Sprinkler System. Provide necessary isolating fixtures such as Gate Valves and Check. System testing shall be done in the presence of the hospital chief, project engineer and DOH representative. Detailed Scope of Work:
E. SUPPLY OF EQUIPMENT AND INSTALLATION OF PIPES, VALVES, FHC
• Supply and installation of 10 lbs. ABC dry type chemical fire extinguisher.
• Supply and installation sch. 40 seamless welded or threaded BI pipe
including its fittings. Size of pipe shall be in accordance with the NFPA
standards
• Supply and installation of Bronze Gate Valve 150 psi WOG
• Supply and installation of Bronze Swing Check Valves 150 psi WOG
F. INSTALLATION OF HANGERS , SUPPORTS, AND FITTINGS
• Installation of pipe hangers and supports. Support shall be ¼”X2”X2” angle
bar, hangers and pipe clamps shall not be less than ½” dia. threaded with nut
or as per drawing and specification. Pipe support shall be wall mounted
unless specified in the drawing
• Valves and check valves shall be threaded and in conformance with ASTM
standards
G. PIPE PROTECTION
• Buried pipes shall be provided with bituminous material wrapped around its
circumferential
• Exposed pipes shall be applied with epoxy primer AB for two coatings
• Exposed pipes shall be applied with fire red paint for two coatings after
application of epoxy primer
H. CONSTRUCTION REQUIREMENT
• The fire fighting system shall be entirely semi-automatic in operation by just
assuring that all main gate valves are permanently open in nature (Main Gate
Valves means valves at supply and fire department sides)and shall be
connected to elevated tank
• The system shall be in conformance with NFPA standards
• The system shall have end drain for line removal of dirt and flow testing
• All materials shall be inspected upon delivery and shall be tested after
installation. Piping shall not be buried, concealed, or insulated until it has
been inspected, tested and approved. Walls, floors and other parts of the
building and equipment damaged by the contractor in the prosecution of the
work shall be replaced as shown in the plans
I. CONTRACTOR REQUIREMENT
• The contractor shall have ample experience on fire fighting system specially
on stand pipe system
J. OPERATING TEST
• The piping system shall be hydro tested 1.5 times the operating pressure or
as per recommended in the NFPA standards. Test shall be within 3 hours
without dropping of pressure.
• All leak/s or suspected leak/s shall be eliminated/repaired before acceptance
K. METHOD OF MEASUREMENT
• The work under this item shall be measured either by set, piece, length,
square foot actually placed and installed as shown in the plans
• FHC shall be measured by set; valves by piece, pipe/tubing by length
L. MISCELLANEOUS
• The owner shall be provided with three (3) bound copies “ AS BUILT “
diagram, shop drawings, parts lists, serial number and inventory of equipment
including manufacturers and maintenance manuals
M. STANDARDS
• UNIFORM PLUMBING CODE
• NFPA
GENERAL SCOPE OF WORKS & SPECIFICATIONS:
(Supply & Installation of one (1) unit Elevator)
General Specifications
Quantity
Type
No. of Stops
No. of Openings
Travel Height
Speed (m/s)
Fireman's Lift
Capacity ( kg)
Floor Designation
Hoistway
Shaft Size ( W x D ) at least
Shaft Size
Lift Arrangement
Over Travel (mm)
Pit Depth (mm)
Drive System
Control System
Operation
Machine Room Location
Counterweight Safety Gear
LIFT CAR
Car Size (W x D x H ) Structural
Door Type
Door Size ( W x H )
Door Panel
Door Sill
Front Wall Finishes
Rear Wall Finishes
Side Wall Finishes
Handrails
Car Operation Panel (COP) Buttons
No. of Cop's Location
Cop Facelate
Platform Decoration
One ( 1 ) Lift
1
Stretcher Lift ( Single Direct acting
hydraulic cylinder )
2
2 @ front and back
6.70 m
30 mtrs./ min. (minimum)
Homing
1000 kg. (Minimum)
Ground and 2nd Floor ( Ready for
3rd Floor)
1900mm x 2900mm
maximum requirement
single
4300mm ( Min. Req.)
1600mm
Permanent Magnet Gearless
V V V F
SIMPLEX
Inside the hoistway /shaft
Not required
1400mm x 2400 mm x 2350 mm
2- panel Side Opening
1200 mm x 2100 mm( minimum)
Hairline Stainless Steel
Aluminum
Hairline Stainless Steel
Hairline Stainless Steel
Hairline Stainless Steel
Double Round Stainless Steel
@ rear wall, left & right walls
Manufacturer's Standard
1- right front wall
Hairline Stainless Steel
Tango Granite
Car Ceiling Std. Stainless Steel
LIFT LOBBY
Landing Door Panel Finishes ( Main Floors) Hairline Stainless Steel
Landing Door Panel Finishes ( Typical Floors) Hairline Stainless Steel
Landing Door Jamb Wide Jamb w/ Transom Panel at
ground Floor, other doors narrow
jamb
Landing Operation Panel (LOP) Buttons Manufacturer's Standard
Lop Facelate Stainless ,Hairline
CAR & LANDING POSITION
INDICATORS
Car Position Indicator Manufacturer's Standard
Landing Position Indicator ( Main Floor ) Manufacturer's Standard
Landing Position Indicator ( Typical Floor ) LED Dot Matrix w/
Direction Arrows
ELECTRIC POWER REQUIREMENT
( SUPPLIED ,INSTALLED AND TAPPED BY THE CONTRACTOR)
Power Supply ( Main)
230VAC, 3PH, 60 HZ
Power Supply Lighting 220 VAC, 1 PH, 60 HZ
Transformer Capacity 25 KVA
Earthwire 6 square mm
Power Feeder 10 square mm
STANDARD CONTROL FEATURES
Alarm
Anti-Nuisance
Car Fan / Light Automatic Off
Door Final Timer
Timer
Door Pre- opening
Light Curtain
Emergency Light in COP
Full Load Bypass
Overload Measuring w/ load contacts
SPECIAL FEATURES
Arrival Gong on Car
Intercom system, 3 way
Attendant control
Out -of -service Switch
ADDITIONAL FEATURES
Emergency Landing Device- UPS must be
provided in case of power failure.
Management Key Switch
Training for four (4) in-house elevator
maintenance and operators.
Warranty : Two (2) years, parts and service
22. Project Billboard This item consist of:
• Supply and Installation of Billboards 8' x 8'
23. Safety and Health Program This activity includes the following:
• Supply and implementation of PPE's and safety and health programs.
• Installation of signages, barricades and protections.