1. general scope of works and technical specification

1

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.

2


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

3



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

4



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)

5

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: ____________________


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



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


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


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.



Plywood, 1/2" Thk X 4'X 8' 380 shts.

Labor Cost

V CONCRETE WORKS

a. Column/Footing 93.449 cu.m.


Boulders, 6" dia. 54 cu.m

DRB, 25 mm dia x 6m 99 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 Cost , Php


Material Cost , Php

Formworks and Scaffoldings Work Cost, Php

Labor Cost


Tie Beam and Wall Footing Work Cost, Php

c. Slab-on fill Flooring 33.519 cu.m.







Material Cost , Php

Labor Cost


Slab-on fill Work Cost, Php

d. Stairs , 2 units 8.111 cu.m.




Washed Sand 4 cu.m.




Labor Cost

Stairs , 2 units Work Cost, Php

31.956 cu.m.










Labor Cost

f. Third Floor Beams and Lintel Beams 22.160 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 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






Material Cost , Php

Labor Cost

Suspended Slab Work Cost, Php

h. Concrete Canopy (2nd & 3rd Floor) 6.947 cu.m.





Washed Sand 3 cu.m.


Material Cost , Php

Labor Cost

Total Concrete Work Cost, Php

VI MASONRY WORKS

a. Ground Floor 416.336 sq.m.


6" CHB 4121 pcs.

4" CHB 945 pcs.





Labor Cost

Ground Floor Cost

b. Second Floor 231.53 sq.m.


6" CHB 1950 pcs.

4" CHB 781 pcs.





Labor Cost

Second Floor Cost

c. Third Floor 108.98 sq.m.


6" CHB 887 pcs.

4" CHB 530 pcs.




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.


4" CHB 228 pcs.


Washed Sand 3 cu.m.


Labor Cost

e. Wall Footing 74.335 sq.m.



4" CHB 915 pcs.



Washed Sand 5 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.


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


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.


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


Portland Cement, 40 kgs. 151 bags

Material Cost , Php

Labor Cost

Second Floor Works Cost

VIII WATER PROOFING WORKS 266.914 sq.m.


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.


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.



ALUMINUM SPANDREL x 10' 16.69 sq.m.

Second Floor Works Cost, Php

Third Floor:

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.




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.




X CARPENTRY WORKS 1 lot

a. Fabrication of locker, drawers, tables and cabinets. (see drawing Details)


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)


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.


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


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


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


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


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


W6(1.88L X .7H) awning glass window 1 unit




W16(2.53L X 1.25H) transaction window 1 unit

W18(2.10L X 1.25H) transaction window 1 unit



Window Cost, Php

Doors & Windows Cost, Php


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


Pre-fabricated 2" x 6" Kiln-Dry Door Jamb 4 sets

Pre-fabricated HCFD 0.80 x 2.10m high 4 sets


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


W3(.9L X 2.45H) awning glass window 1 unit











Window Cost, Php


Third Floor: 1 set

a. Using Yacal Lumber as Door Jambs (1 unit)

b. Using Lauan Lumber as Doors ( 1 unit)


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



Window Cost, Php


Total Doors & Windows Cost, Php

XIV SPECIAL FINISHES 25.84 sq.m.


25.84 sq.m.

XV GLASS WORKS


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


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


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


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


4mm.thk. PVDF Composite Pannel 137.67 sq.m.


XVII ROOFING SYSTEM

a. Roof Framing System : 44.42 sq.m.


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


TOTAL GLASS WORK COST, PHP

Material Cost , Php


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


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


PPR Pipe PN-25 1/2" 69 lengths

Accessories 1 lot

Waterline Cost

b. Sanitary Line, downspouts


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


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


RCPC, 12"Ø 58 pcs


Washed Sand 4 cu.m.

Labor Cost

Drainage System Cost

e. Catch Basin (9 units) 3.888 sq.m.



4" CHB 65 pcs.


Washed Sand 4 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.


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


Sand Paper, # 120 100 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.





















Second Floor Area Work Cost, Php

Third Floor Area : 263.64 sq.m.





















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






63mm dia.uPVC elbow 2 pcs



20mm dia PVC male adaptor w/ locknut 150 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 (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









5.5 sq.mm. THHN/THWN-2 Building Wire 90°C both Wet/Dry


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





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







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,


Branches:

18 - 20AT, 63AF, 2P, 240V, 10kAIC, Miniature ckt breaker, bolt-

on type


grounding bus



Main: 175AT/250AF, 3P, 240V, 25kAIC, Molded-case ckt

breaker, bolt-on type w/ adjustable trip unit

Branches:


bolt-on type 1 - 40AT,

100AF, 3P, 240V, 25kAIC, Molded-case ckt breaker, bolt-on

type 1 - 30AT,


type 9 - 30AT,

100AF, 2P, 240V, 10kAIC, Miniature ckt breaker, bolt-on type


on type


grounding bus



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


Branches:



63AF, 3P, 240V, 25kAIC, Molded-case ckt breaker, bolt-on type


on type 3 - 20AT, 63AF,

2P, 240V, 10kAIC, Miniature ckt breaker, bolt-on type


grounding bus



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


Branches:




type 2 - 30AT, 100AF, 3P,

240V, 25kAIC, Molded-case ckt breaker, bolt-on type


on type 12 - 20AT, 63AF,

2P, 240V, 10kAIC, Miniature ckt breaker, bolt-on type


grounding bus



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




Exhaust Fan, ceiling mounted, 230V, 1 phase

3 4 sets

XXIII FIRE PROTECTION & ALARM SYSTEM 1 lot

Ground Floor :

a. Fire Protection System


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 1 1/2" dia Sch 40 2 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


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 1 1/2" dia Sch 40 2 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


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)


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.


25 KVA transformer 1 unit

Electrical Wires 1 lot

Labor Cost

d. ELEVATOR UNIT 1 lot

XXV PROJECT BILLBOARD


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.


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


• 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


• 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


• 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


• 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)


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




Double Round Stainless Steel

@ rear wall, left & right walls

Manufacturer's Standard

1- right front wall


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.