Cost Estimate Template 61gr

PROJECT : LOCATION :

BUYER :

TOTAL :

SQ.M.

ITEM NO 1.00

Earth Works

2.00

Masonry Works

3.00

Plastering Works

4.00

Concreting Works

5.00

Form Works

6.00

Rebar Works

7.00

Roofing Works

1.01 1.02 1.03 2.01 2.02 2.03 2.05 2.06 3.01 3.02 3.04 3.05 4.01 5.01 6.01 7.01 7.02 7.03 7.04

excavation / manual earthfill / manual compaction / manual below ffl chb 5" 1st ffl to 2nd ffl chb 4" 2nd ffl to rb chb 4” above rb partition 4"chb (ground & 2nd flr) ground floor second floor above rb to roof partition (ground & second flr) concreting forms

structural grade s-tile roof r-span roof corrugated gi sheet ga 26 angular & lc purlins

8.00

Tile Works

9.00

Doors, Jambs & Accessories

8.01 8.02 8.03 8.04 8.05 8.06 8.07 9.01 9.02 9.03 9.04 9.05 9.06

tiles @ kitchen counter tiles @ grnd flr t & b tiles @ 2nd flr t & b tiles @ masters bedroom t& b kitchen counter nook (granite slab) nook counter 2100 2100 2100 2100 2100 2100

x x x x x x

900 700 800 700 800 600

steel door & jamb / manual steel door & jamb / manual molded door sld door molded door upvc door

10.00

Windows

11.00

Painting Works

12.00

Plumbing Works

13.00

Ceiling Works

14.00

Electrical Works

15.00

Others

10.01 10.02 10.03 10.04 11.01 11.02 11.03 11.04 11.05 11.06 11.07 12.01 12.02 12.03 12.04 12.05 12.06 12.07 12.07 12.08 13.01 13.02 13.03 14.01 14.02 15.01 15.02

175216638.xls.ms_office9/25/2013

DESCRIPTION

window steel casement steel grilles sliding glass analok window glass 1/8" smoked boysen acrytex (firewall) enamel latex exterior side latex interior side boysen acrytex (door) varnish roof paint rough-in ground flr rough-in second flr water closet & lavatory package (skylark) water closet & lavatory package (emperor) kitchen sink double tub kitchen sink single tub bath tub septic tank installation & pipes catch basin & downspout interior ceiling exterior ceiling cornice ground floor second floor

ceramic tiles 12” x 12" ceramic tiles 12” x 12" (stair)

QTY

UNIT

MATERIAL UC COST

-

cum cum cum

-

sqm sqm sqm sqm sqm

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

sqm sqm sqm sqm

-

EQUIPMENT UC COST

COST

PCF

UC

DIRECT COST COST

90.91 90.91 90.91 90.91 90.91

-

#DIV/0! #VALUE! #DIV/0! #VALUE!


41.67 41.67 41.67 41.67

cum

#DIV/0!

#DIV/0!

750.00

-

250.00

-

-

sqm

#DIV/0!

#DIV/0!

62.50

-

-

-

-

-

kg

#DIV/0!

#DIV/0!

5.00

-

-

-

-

-

sqm sqm sqm kg

#VALUE! #N/A #N/A

#VALUE! #N/A #N/A

100.00 50.00 10.37

-

-

sqm sqm sqm sqm lot sqm lot

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #N/A #DIV/0! #N/A


200.00 200.00 200.00 200.00 1,000.00 200.00 1,000.00

-

-

-

-

-


#### #### #### #### #N/A #### #N/A

-

unit unit unit unit unit unit

500.00 500.00 500.00 500.00 500.00 500.00

-

-

-

-

-

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#### #### #### #### #### ####

-

sqft sqft sqft sqft

#DIV/0! -

#DIV/0! -

14.29 #DIV/0! -

#DIV/0! -

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#### #### #### ####

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

sqm sqm sqm sqm sqm sqm sqm

#DIV/0! 96.43 #VALUE! #VALUE! #DIV/0! #DIV/0! #DIV/0!


50.00 20.00 16.67 16.67 20.00 83.33 16.67

14.86 #VALUE! #VALUE! -

-

#VALUE! #VALUE! -

#DIV/0! #DIV/0! #VALUE! #VALUE! #DIV/0! #DIV/0! #DIV/0!

#### 1.38 #### #### #### #### ####

-

lot lot set set set set set set unit

#DIV/0! #DIV/0! 4,400.00 5,500.00 2,099.75 790.00 #DIV/0! #DIV/0! #DIV/0!


#DIV/0! #DIV/0! #DIV/0! #DIV/0! -

-

-

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

-

sqm sqm lft

#DIV/0!

#DIV/0!

6.67

-

-

-

-

co & sw co & sw

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

250.00 250.00

-

-

-

-

-

sqm sqm

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

166.67 166.67

-

-

-

-

0.74 #VALUE! #VALUE! -

-

2,000.00 2,000.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 500.00 500.00 250.00

-

#DIV/0!

#DIV/0! -

#DIV/0!

% wt


#VALUE! #VALUE!

#DIV/0!

SUBCONTRACT UC COST

-

7,950.00 2,700.00 1,350.00

-

LABOR

133.33 80.00 13.33

#VALUE! #VALUE!

-

UC

#VALUE! #VALUE!

#DIV/0!

#DIV/0! #VALUE! #VALUE! -

UC

BID COST

COST

-

-

#DIV/0! #### #DIV/0! #### #DIV/0! ####

133.33 80.00 #DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

-

-


#### #### #### #### ####






#### #### #### ####





-

#DIV/0! ####

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

-

#DIV/0! ####

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

-

#DIV/0! ####

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#N/A #N/A #VALUE! #### #N/A #N/A #N/A ####

#N/A #VALUE! #N/A #N/A










#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0!





#### #### #### #### #### #### #### #### ####





#DIV/0! #### #DIV/0! #### #DIV/0! ####

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

-

#DIV/0! #### #DIV/0! ####

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

-

#DIV/0! #### #DIV/0! ####

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

-

#N/A #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! -

#VALUE! #VALUE!

#N/A #DIV/0!

#DIV/0! #DIV/0! -

500.00 500.00 500.00 8,450.00 3,200.00 1,850.00

-

ITEM NO 15.03 15.04 15.05 15.06 15.07 15.08 15.09 15.10 15.11 15.12 15.13 15.14 15.15 15.16 15.17 15.18 15.19 15.20 15.21 15.22 15.23 15.24 15.25 15.26 15.27 15.28 15.29 15.30 15.31 15.32 15.33 15.34 15.35 15.36 15.37 15.38 15.39

DESCRIPTION anti-skid at stair steps ceramic tiles 12” x 12" (balcony, carport & lanai) ceramic tiles 16” x 16” granite 16” x 16” wood parquet ( narra ) 3/8" cement topping (2nd flr) vinyl tiles 12" x 12" cement topping concrete steps & landing wooden handrails ( 3"x 3" ) steel stair railings acu grills (1-unit) stainless railings concrete mouldings concrete moldings 4” concrete moldings 5” wall cladding pebble ( black with vigan tiles) pebbles ( black ) water proofing (balcony & CR) water proofing & topping (roof deck) wood trellis glass blocks 8" x 8" tv antena outlet polycarbonate sheet adobe 12” x 12” x 4” brick red 2” x 4” x 8” door casing 3” x 14 ft gi canopy base board 4” (bb 1- 4b) x 14 ft decorative fixed capiz concrete balluster king post 4” x 4” assorted pebbles telephone outlet border bedroom closet

QTY

UNIT

8.00 -

steps sqm sqm sqm sqm sqm sqm sqm steps ft sq ft sq ft sq ft m m m sqm sqm sqm sqm sqm bd ft sqm outlet sqm sqm sqm lft sqft sqm sqft pc/s pc/s sqm outlet lm lot

MATERIAL UC COST #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 702.04 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 5,616.31 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

UC

LABOR

21.43 166.67 166.67 166.67 62.50 45.45 62.50 #DIV/0! 11.11 14.29 668.85 66.67 150.00 60.00 60.00 166.67 125.00 125.00 20.00 100.00 10.00 200.00 250.00 333.33 166.67 166.67 6.67 #DIV/0! 6.67 14.29 50.00 250.00 125.00 250.00 20.00 1,428.57

COST

#DIV/0! 5,350.80 #DIV/0! -

#VALUE!

EQUIPMENT UC COST #DIV/0! #DIV/0! 267.54 60.00 #DIV/0! #DIV/0! -

#DIV/0! #DIV/0! 2,140.32 #DIV/0! #DIV/0! -

#DIV/0!

SUBCONTRACT UC COST #N/A #DIV/0! #DIV/0! #DIV/0! #DIV/0! -

% wt

#N/A #DIV/0! #DIV/0! #DIV/0! #DIV/0! -

#VALUE!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #N/A #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

PCF #### #### #### #### #N/A #### #### #### 1.38 #### #### 1.38 #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### ####

UC

DIRECT COST COST

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #N/A #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1,638.43 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!


#DIV/0!

BID COST

UC


1.00

Earth Works

2.00

Doors, Jambs & Accessories (materials)

3.00

Plumbing Works (materials)

1.01 1.02 2.01 2.02 2.03 2.04 2.05 2.06 3.01

NOTE:

Prepared by :

Checked by :

175216638.xls.ms_office9/25/2013

DESCRIPTION EARTHFILL / materials (house) EARTHFILL / materials (lot) 2100 x 900 steel door & jamb 2100 x 700 steel door & jamb 2100 x 800 molded door knobs ( faultless ) dead bolt steel door jamb septic tank

TOTAL

QTY

UNIT

MATERIAL UC COST

-

cum cum

#DIV/0! #DIV/0!

-

unit unit unit set set set

4,200.00 4,200.00 1,300.00 520.00 320.00 750.00

-

set

10,400.00

UC

LABOR

EQUIPMENT UC COST

COST

Engr. Agapito C. Caparas AVP – Engineering & Construction

PCF #DIV/0! #DIV/0!

#DIV/0! #DIV/0! -

#DIV/0!

-

-

-

-

-

-

-

-

-

Recommending Approval by :

Approved :

DIRECT COST COST

#DIV/0! #DIV/0! 4,200.00 4,200.00 1,300.00 520.00 320.00 750.00

#DIV/0!

10,400.00

-

Engr. Joel H. Alejandrino VP – Engineering & Construction

Amando M. Buhain President

UC


PROPOSED BUYER'S TOTAL COST : PROPOSED BUYER'S COST PER SQ M :

materials price ref: 03-15-10

MMC Office Engineer

SUBCONTRACT UC COST


#DIV/0!

#DIV/0! #DIV/0!

PROPOSED CONTRACTOR'S TOTAL COST: PROPOSED CONTRACTOR'S COST PER SQ M: ITEM NO

COST

#DIV/0! #DIV/0!

#DIV/0! #DIV/0! -

#DIV/0!

BID COST

UC

-

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

COST #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

PROJECT: FLOOR AREA:

ITEM NO ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################ ################

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DESCRIPTION QTY EARTH WORKS earth fill / materials (lahar) 0.00 earth fill / materials (common borrow) 0.00 MASONRY WORKS cement #N/A sand #N/A 10 mm dia rsb #N/A tie wire # 16 #N/A chb 5” thk 0.00 chb 4” thk #N/A PLASTERING WORKS cement #N/A sand #N/A CONCRETING WORKS cement 0.00 sand 0.00 gravel 0.00 REBAR WORKS 9 mm dia rsb 0.00 10 mm dia rsb 0.00 12 mm dia rsb 0.00 16 mm dia rsb 0.00 20 mm dia rsb 0.00 tie wire # 16 0.00 FORM WORKS Plywood 1/4” thk 4' x 8' (ord) 0.00 Coco lumber 2” x 3”, 2” x 2” 0.00 Cwn 3”, 1 1/2” 0.00 Form oil 0.00 ROOFING WORKS corr gi sheet ga# 26 7 lft 0.00 corr gi sheet ga# 26 6 lft 0.00 fab gi ridge roll ga# 26 8 lft 0.00 fab gi gutter ga # 26 8 lft 0.00 fab gi valley gutter ga # 26 8 lft 0.00 fab gi end flashing ga # 26 8 lft 0.00 tekscrew 0.00 stainless gutter 8 ft #N/A sleeves 3" dia 0.00 rivets 0.00 silicon 0.00 style roof 0.00 tekscrew 0.00 gutter spanish fab .4mm x .457 m x 8 ft#N/A ridge roll .4mm x .6 m x 8 ft #N/A valley gutter fab .4mm x .457 m x 8 ft #N/A end flashing fab 4mm x .305 m x 8 ft #N/A side wall flashing fab 4mm x .305 m x 8#N/A ft stainless gutter #N/A sleeves 3" dia 0.00 concrete nail 1" 0.00 touch up paint 0.00 silicon 0.00 rivets 0.00 r-span roof 0.00 tekscrew #VALUE! gutter spanish fab .4mm x .457 m x 8 ft#N/A ridge roll .4mm x .6 m x 8 ft #N/A valley gutter fab .4mm x .457 m x 8 ft #N/A end flashing fab 4mm x .305 m x 8 ft #N/A side wall flashing fab 4mm x .305 m x 8#N/A ft stainless gutter #N/A sleeves 3" dia 0.00 concrete nail 1" 0.00 touch up paint 0.00 silicon #VALUE! rivets #VALUE! ROOF FRAMING L 2" x 2" x ¼" 0.00 L 2" x 2" x 3/16" 0.00 L 1 1/2" x 1 1/2" x 1/4” 0.00 L 1 1/2" x 1 1/2" x 3/16” 0.00 welding rod 0.00 c purlins 2"x 6" ga 16 0.00 c purlins 2"x 4" ga 16 0.00 c purlins 2"x 3" ga 16 0.00 flat bar 11/2" x 3/16" 0.00 Red oxide 0.00 Paint thinner 0.00 10 mm dia 0.00 fascia board lc 2" x 10" #N/A TILE WORKS AT CR glazed tiles 8” x 12” 0.00 unglazed tiles 8” x 8” 0.00 border tiles 3” x 8” 0.00 cement 0.00 sand 0.00 grout 0.00 tile trim 0.00 KITCHEN COUNTER 8” x 8” glazed tiles 0.00 3” x 8” border tiles 0.00 tile trim 0.00 cement 0.00 sand #N/A gravel 0.00 chb 5” thk 16.38 10 mm dia rsb 0.54 Good lumber 2” x 3” x 14' #N/A grout 0.00 DOORS flush door 2.1 m x 0.9 m w/ steel jamb 0.00 flush door 2.1 m x 0.7 m w/ steel jamb 0.00 flush door 2.1 m x 0.8 m w/ steel jamb 0.00 pvc door 2.1 m x 0.6 m (poly door) 0.00 knob ( yale ) #N/A PAINTING WORKS LATEX INTERIOR SIDE latex paint flat #VALUE! latex paint semi gloss #VALUE! masonry neutralizer #VALUE! masonry putty #VALUE! sand paper 100 #VALUE! acri color #VALUE! stopa #VALUE! LATEX EXTERIOR SIDE latex paint flat #VALUE! latex paint semi gloss #VALUE! masonry neutralizer #VALUE! acrytex cast #VALUE! sand paper 100 #VALUE! acri color #VALUE! stopa #VALUE! ACRYTEX (FIREWALL) acrytex primer 0.00 acrytex cast 0.00 acrytex top coat 0.00 masonry neutralizer 0.00 sand paper 0.00 acri color 0.00 acrytex reducer 0.00 PAINTING OF DOOR acrytex primer 0.00 acrytex cast 0.00 acrytex reducer 0.00 acrytex topcoat 0.00 acrytex color 0.00 sanding paper #120 0.00 stopa 0.00 ENAMEL PAINT enamel paint flat 0.03 quick dry enamel 0.06 paint thinner 0.02 glazing putty 0.03 sand paper 0.07 tin tin color 0.03 stopa 0.07 ROOF PAINT roof guard boysen 0.00 CEILING WORKS good lumber 2" x 2" x 10' 0.00 flex board 3.5mm x 4 ft x 8 ft 0.00 cwn 3”, 1 1/2” 0.00 good lumber 1" x 1" x 8 ft 0.00 wire mesh 1/8 x 1/8 0.00 cornice 4” (cn 1 – 4b) x 14 ft 0.00 cornice 3” (cn 1 – 3b) x 14 ft 0.00 cornice 2” (cn 1 – 2b) x 14 ft 0.00 finshing nail 0.01 stikwell 0.00 screw with tox 0.00 PLUMBING WORKS 3/4" dia blue pipe 0.00 1/2" dia blue pipe 0.00 1/2" dia gi tee 0.00 3/4 gi tee 0.00 1/2" dia gi elbow 90 0.00 kitchen sink faucet 0.00 shower faucet 0.00 shower head /valve 0.00 teflon tape 0.00 3/4" x 1/2" gi tee reducer 0.00 1/2" x 3/8 gi reducer 0.00 2" x 1/2" dia nipple 0.00 3/4" x 1/2dia gi elbow reducer 0.00 3/4"dia coupling 0.00 3/4"dia tee 0.00 3/4"dia elbow 0.00 2"dia upvipe 0.00 4"dia upvc pipe 0.00 p- trap 2" dia 0.00 wye reducer 4" x 2" dia 0.00 wye 4" dia 0.00 elbow 45 - 4" dia 0.00 elbow 45 - 2" dia 0.00 elbow 90 - 4" dia 0.00 elbow 90 - 2" dia 0.00 tee reducer 4" x 2" dia 0.00 c. o. adoptor & plug 4" dia 0.00 tee 4" dia 0.00 solvent cement 100 cc 0.00 floor drain stainer 0.00 coupling 4" pvc 0.00 coupling 2" pvc 0.00 PLUMBING FIXTURES 0 0.00 fresh water line 0.00 SEPTIC TANK 4"chb 0.00 4" dia upvc pipes 0.00 4" dia upvc tee 1.20 4" dia upvc co/cover 0.00 4" dia upvc coupling 0.00 4" dia upvc elbow 0.00 3" dia upvc pipe 0.00 3" dia upvc elbow 0.00 3" dia upvc coupling 0.00 solvent cement 100cc 0.00 form lumber 0.00 9mmrsb 0.00 tie wire 0.02 cement 0.00 sand 0.00 assorted nails 0.00 plywood 1/4 ord 0.00 10 mm dia #DIV/0! ELECTRICAL WORKS breaker box 10 branches 0.00 breaker switch 15a 0.00 breaker switch 20a 0.00 breaker switch 40a 0.00 #8 awg stranded wire 0.00 #10 awg stranded wire 0.00 #12 awg stranded wire 0.00 #14 awg stranded wire 0.00 f h 1/2 dia 0.00 fh 3/4 dia 0.00 utility box 2x4 0.00 junction box 4" with cover 0.00 c o t slot 0.00 C o plate 0.00 switch quitematic (royu) 0.00 plate cover 1-gang 0.00 plate cover 2-gang 0.00 plate cover 3-gang 0.00 clamp 0.00 electrical tape big 1.00 conc nail 0.50 gi wire ga # 18 1.00 receptacle 0.00 FLOOR FINISH 0 0.00 #N/A #N/A #N/A #N/A #N/A #N/A anti skid raven 0.00 KITCHEN COUNTER CABINET 0 0.00 12 75.92 16 132.64 20 203.45 CONCRETE MOULDINGS & BALLUSTER pebbles ( boracay ) 0.00 cement 0.00 sand 0.00

QTY

WINDOWS steel casement glass 1/8” thk (smoked) TOTAL SUBCON COST

U COST cu.m. #DIV/0! cu.m. #DIV/0!

COST

COST #DIV/0! #DIV/0! 0.00 #N/A #N/A #N/A #N/A 0.00 #N/A 0.00 #N/A #N/A

#N/A #N/A #N/A #N/A 0.00 #N/A 0.00 #N/A #N/A

bags 205.00 cu.m. 500.00 pcs 115.00 kgs 60.00 pcs 8.00 pcs 7.00 bags 205.00 cu.m. 500.00

#DIV/0! #DIV/0! 0.00 #N/A #N/A #N/A #N/A 0.00 #N/A 0.00 #N/A #N/A

0.00 0.00 0.00

bags 205.00 cu.m. 500.00 cu.m. 700.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

pcs pcs pcs pcs pcs kgs

80.00 115.00 165.00 293.00 465.00 60.00

0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00

pcs 275.00 bdft 20.00 kgs 55.00 li 8.00

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 #N/A 0.00 0.00 0.00 0.00 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 0.00 0.00 0.00 0.00 0.00 #VALUE! #N/A #N/A #N/A #N/A #N/A #N/A 0.00 0.00 0.00 #VALUE! #VALUE!

pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm sqm

231.00 198.00 140.00 130.00 160.00 160.00 1.85 1200.00 50.00 0.50 120.00 308.00 1.85 340.00 337.00 340.00 340.00 170.00 1200.00 50.00 75.00 515.00 120.00 0.50 253.00 1.85 340.00 227.00 255.00 340.00 170.00 1200.00 50.00 75.00 515.00 120.00 0.50



pcs pcs pcs pcs kgs pcs pcs pcs pcs gal gal pcs pcs

795.00 540.00 535.00 340.00 100.00 470.00 420.00 380.00 245.00 305.00 190.00 125.00 320.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #N/A

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #N/A

pcs 18.50 pcs 12.00 pcs 18.00 bags 205.00 cum 500.00 bags 60.00 pcs 50.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 #N/A 0.00 17.00 1.00 #N/A 0.00 ############

pcs 275.00 pcs 36.00 pcs 25.00 bags 5.00 cum#N/A cum 700.00 pcs 8.00 pcs 115.00 bdft 36.00 0.00

0.00 0.00 0.00 0.00 #N/A 0.00 131.04 61.81 #N/A 0.00

0.00 0.00 0.00 0.00 #N/A 0.00 136.00 115.00 #N/A 0.00

0.00 0.00 0.00 0.00 #N/A

set/s pcs set/s pcs set/s pcs set/s pcs pcs #N/A

#VALUE! #VALUE! #VALUE! #VALUE! #N/A

#VALUE! #VALUE! #VALUE! #VALUE! #N/A

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

gal gal gal gal m quart kgs

416.00 485.00 275.00 275.00 15.00 45.00 50.00




gal gal gal gal M quart kgs

416.00 485.00 275.00 400.00 15.00 45.00 50.00



0.00 0.00 0.00 0.00 0.00 0.00 0.00

gal gal gal gal sq ft quart gal

610.00 400.00 765.00 275.00 15.00 45.00 345.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

gal 610.00 gal 400.00 gal 345.00 gal 765.00 ¼ quart45.00 pcs 10.00 kg 50.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00

gal 465.00 gal 515.00 gal 190.00 gal 545.00 pcs 10.00 1/4 quart 95.00 kgs 50.00

13.82 30.62 3.74 16.20 0.74 2.82 3.72

465.00 515.00 190.00 545.00 10.00 95.00 50.00

0.00

gal

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #N/A 0.00 0.00 0.00 0.00 0.00 0.00 0.00

540.00

0.00

0.00

0.00 SQ.M. 450.00 0.00 ############ 0.00 0.00 ############ 0.00 0.00 pcs 0.00 0.00 M 0.00 0.00 pcs 330.40 0.00 pcs 247.80 0.00 pcs 165.20 1.00 kg 70.00 0.00 can 120.00 0.00 pcs 2.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s can pc/s pc/s pc/s

100.00 55.00 13.00 25.00 15.00 470.00 350.00 520.00 10.00 25.00 15.00 13.00 15.00 11.00 25.00 15.00 170.00 450.00 62.00 90.00 138.00 74.00 24.00 85.00 26.00 85.00 65.00 118.00 75.00 80.00 53.00 18.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00

pcs SET

13.00 100.00

0.00 0.00

0.00 0.00

pcs pcs pcs pcs pcs pcs pcs pcs pcs can bd ft pcs kg bags cum kg pcs pcs

7.00 450.00 118.00 65.00 53.00 85.00 120.00 25.00 10.00 75.00 20.00 80.00 60.00 205.00 500.00 50.00 275.00 115.00

0.00 0.00 141.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.13 0.00 0.00 0.00 0.00 #DIV/0!

0.00 0.00 236.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 0.00 0.00 0.00 0.00 #DIV/0!

unit/s 900.00 pair/s 295.00 pair/s 295.00 pair/s 295.00 roll/s4645.00 roll/s4455.00 roll/s2910.00 roll/s1635.00 roll/s 750.00 roll/s 950.00 pc/s 18.00 pc/s 25.00 pc/s 25.00 pc/s 25.00 pc/s 35.00 pc/s 25.00 pc/s 25.00 pc/s 25.00 pc/s 2.50 pc/s 25.00 kg 75.00 kg 60.00 pc/s 28.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 37.50 60.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 75.00 60.00 0.00

############ ############ ############ ############

0.00 #N/A #N/A #N/A pcs 1400.00

0.00 #N/A #N/A #N/A 0.00

0.00 #N/A #N/A #N/A 0.00

0.00 ############ 76.00 ############ 133.00 ############ 204.00 ############

0.00 106.29 185.69 284.83

0.00 8069.54 24629.92 57948.66

0.00 8078.04 24696.77 58105.32

0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 #N/A #N/A #N/A 0.00

0.00 0.00 0.00

TOTAL MATERIAL COST SUBCON COST ################

UNIT

0.00 0.00

can 40.00 bag 205.00 cum 500.00

0.00 0.00 0.00 #DIV/0!

sqft

pcf #VALUE! 0.00 0.00

miscellaneous sqft #VALUE! sqft 0.00 0.00 #VALUE!

0.00 0.00 0.00 #DIV/0!

#VALUE! 0.00 #VALUE!

TOTAL EQUIPMENT COST

#N/A

#N/A

TOTAL

#N/A

#N/A

TOTAL LABOR COST

#N/A

#N/A

TOTAL DIRECT COST

#N/A

#N/A

Project Floor Area Location Buyer

0.00 sqm -

ITEM

0 MATERIALS SPECIFICATION

FINISHES

BRAND

Roofing

Tile – span (long span) .4mm thick Accessories .4mm thick

pre-painted pre-painted

APO (Puyat steel Corp.) APO (Puyat steel Corp.)

Ceiling

4.5 mm thk cement board in metal furring wooden cornice 4”(CN-4b) living,dining,kit & hallway wooden cornice 3” (CN-3b) bedrooms,porch & balcony wooden cornice 2” (CN-2b) CR

painted w/ boysen painted w/ boysen painted w/ boysen painted w/ boysen

Flex boards Pateco Pateco Pateco

Flooring

Ground flr – 12” x 12” ceramic tiles (polished) second flr – 12” x 12” ceramic tiles (polished) Porch - 12” x 12” ceramic tiles (unpolished) Balcony - 12” x 12” ceramic tiles (unpolished)

with pvc anti skid on exposed edges

Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles

Stair

Steps & Landing – Concrete

12” x 12” ceramic tiles with brass anti-skid painted w/ boysen painted w/ boysen

Tenzen/Lepanto/Euro tiles Raven Sash Factory Sash Factory Rapid Forming Rapid Forming Sash Factory Pateco Poly door Rapid Forming Sash Factory Yale – L6267 ET US5 Yale – CBCA 5057 US5 Yale

Handrail – 3” x 3” wood King post – 4” x 4” wood

Doors & Jambs

Main door - steel door 2.1 x 0.9 m Service door - steel door 2.1 x 0.7 m Door at balcony – sliding door 2-2.1 x 0.7 m Bedroom door – molded doo r 2.1 x 0.8 m Cr door – PVC door 2.1 x 0.6 m All door jamb – steel (except CR & balcony door) sliding door jamb – 2” x 6” wood jamb All door lock set (except CR & sliding door) – lever type Main door entrance set CR door lock set cylindrical type

painted w/ boysen painted w/ boysen painted w/ boysen painted w/ boysen pre painted w/ colored glass painted w/ boysen painted w/ boysen (acrytex) antique brass antique brass

Windows

Casement – steel Glass – smoked 1/8” thick

painted w/ boysen

Comfort Room

Floor tiles – 8” x 8” ceramic tiles Wall tiles – 12” x 8” (6 layer w/ border @ middle) ceramic tiles Border tiles – 3” x 8” ceramic tiles

unglazed glazed glazed

Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles

Water closet (CS4338PBDF) & wash basin with long pedestal (LF368) w/ faucet (LF3000) , soap holder (BA31 ) & paper holder (BA38)

white

HCG Pissarro Package I

Water closet (AMB 150DF) & pedestal lavatory (AMK-P03P) w/ faucet, soap holder & paper holder (AMPA-E)

white

Artes Myer Emperor Package

Bath tub (1.70 m) with telephone shower

acrylic white

Royal Tern Penguin

Shower head & valve Faucet shower

chrome plated chrome plated (JM-9719-220)

WB Distributed by best tank

Fresh water line fittings

PVC Blue GI

Eslon blue

Sewer line fittings

PVC – orange PVC – orange

lucky lucky

Breaker box Breaker switch Wire Electrical conduit switch Switch plate Convenience outlet C O plate

stranded corrugated flexible uPVC common common common common

Royu Royu Royu Royu

Kitchen Counter

Counter top & splash wall - 8”x 8” ceramic tiles Border – 3” x 8” ceramic tiles Kitchen sink double tub Kitchen sink double tub Kitchen sink faucet Kitchen counter cabinet (design F)

glazed glazed stainless ( CBS-3617-327) stainless ( CBS-3018-331) chrome plated (JM-9814-231) painted with boysen

Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Distributed by best tank Distributed by best tank Distributed by best tank Pateco

Kitchen Nook

granite slab

cut to desire shape

China

top with boysen (acrytex clear) painted with boysen

stone age (castle stone) Pateco

Plumbing

Electrical

Contingencies

Chint Chint

Other Finishes Railings at balcony Wall Cladding Base board

Concrete Moldings Balluster Canopy Trellis

stainless manufactured stone wooden base board (BB 1-4b) with television cable & outlet at living area & master bedroom with telephone cable & outlet at living area & master bedroom 4” & 5” pre-cast concrete Pre-cast concrete Ga. 24 gi sheet with lace Pre-cast concrete with 6 mm thk. polycarbonate sheet

painted with boysen painted with boysen painted with boysen painted with boysen

Prepared by: MMC Office Engineer

Checked by: Engr. Agapito C. Caparas AVP – Engineering & Construction

Noted & approved by: Engr. Joel H. Alejandrino VP - Engineering & Construction

Miscellaneous

Project Floor Area Location Buyer

0.00 sqm -

ITEM

0 MATERIALS SPECIFICATION

FINISHES

BRAND

Roofing

Tile – span (long span) .4mm thick Accessories .4mm thick

pre-painted pre-painted

APO (Puyat steel Corp.) APO (Puyat steel Corp.)

Ceiling

4.5 mm thk cement board in metal furring with cornice 4”(CN-4b) x 14 ft living,dining,kit & hallway with cornice 3” (CN-3b) x 14 ft bedrooms,porch & balcony with cornice 2” (CN-2b) x 14 ft CR

painted w/ boysen painted w/ boysen painted w/ boysen painted w/ boysen

Flex boards Pateco Pateco Pateco

Flooring

Ground flr – 12” x 12” ceramic tiles (polished) second flr – 12” x 12” ceramic tiles (polished) Porch - 12” x 12” ceramic tiles (unpolished) Balcony - 12” x 12” ceramic tiles (unpolished)

with pvc anti skid on exposed edges

Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles

Stair

Steps & Landing – Concrete

12” x 12” ceramic tiles With anti-skid painted w/ boysen painted w/ boysen

Tenzen/Lepanto/Euro tiles Raven Sash Factory Sash Factory Sash Factory Sash Factory Sash Factory Pateco Poly door Rapid Forming Sash Factory Yale Yale

Handrail – 3” x 3” wood King post – 4” x 4” wood

Doors & Jambs

Main door - door 2.1 x 0.9 m Service door - door 2.1 x 0.7 m Door at balcony – sliding door 2-2.1 x 0.7 m Bedroom door – molded door 2.1 x 0.8 m Cr door – PVC door – 2.1 x 0.6 m All door jamb – steel (except CR & balcony door) sliding door jamb – 2” x 6” wood jamb All door lock set (except CR & sliding door) – lever type CR door lock set

painted w/ boysen (acrytex) painted w/ boysen (acrytex) painted w/ boysen (acrytex) painted w/ boysen (QDE) pre painted w/ colored glass painted w/ boysen painted w/ boysen (acrytex) solid brass

Windows

Casement – steel Glass – smoked 1/8” thick

painted w/ boysen

Comfort Room

Floor tiles – 8” x 8” Wall tiles – 12” x 8” (6 layer w/ border @ middle) Border tiles – 3” x 8”

unglazed glazed glazed


Water closet (CS4338PBDF) & wash basin with long pedestal (LF368) w/ faucet (LF3000) , soap holder (BA31 ) & paper holder (BA38)

white

HCG Pissarro Package I

Water closet (AMB 150DF) & pedestal lavatory (AMK-P03P) w/ faucet, soap holder & paper holder (AMPA-E)

white

Artes Myer Emperor (AMB-150DF)

Bath tub (1.70 m ) with telephone shower

acrylic white

Royal Tern (Penguin)


chrome plated chrome plated (JM-9719-220)



PVC Blue GI

Eslon blue

Sewer line fittings

PVC – orange PVC – orange

lucky lucky

Plumbing

Electrical

Kitchen Counter

Kitchen Nook

Breaker box Breaker switch Wire switch Switch plate Convenience outlet C O plate

Chint Chint stranded common common common common

Counter tiles 8”x 8” Border tiles – 3” x 8” Kitchen sink Kitchen sink faucet Kitchen counter cabinet (design F)

glazed glazed stainless ( CBS-3617-327) stainless ( CBS-3018-331) chrome plated (JM-9814-231) painted with boysen

granite slab

cut to desire shape

stainless manufactured stone

top with boysen (acrytex clear)

Royu Royu Royu Royu Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Distributed by best tank Distributed by best tank Pateco

Other Finishes Railings at balcony Wall Cladding Base board

Prepared by: MMC Office Engineer

Checked by: Engr. Agapito C. Caparas AVP – Engineering & Construction


stone age (castle stone)

PROJECT LOCATION FLOOR AREA BUYER ITEM

MATERIALS SPECIFICATION

FINISHES

BRAND

Roofing

Corrugated GI sheet Ga 26 Accessories plain GI sheet

Painted w/ boysen roof guard Painted w/ boysen roof guard

Ceiling

4.5 mm thk cement board on metal furring

Painted w/ boysen

Flex boards

Flooring

Ground flr – 12” x 12” ceramic tiles (polished) Carport – 12” x 12” ceramic tiles (unpolished)

Exposed tile edges w/ tile trim

Tenzen/Lepanto/Euro tiles

Doors & Jambs

Main door - flush door 2.1 x 0.9 m Service door - flush door 2.1 x 0.7 m w/ GI Bedroom door – flush door 2.1 x 0.8 m Cr door – PVC door – 2.1 x 0.6 m All door jamb – steel (except CR) All door knobs

Painted w/ boysen (acrytex) Painted w/ boysen (acrytex) Painted w/ boysen (QDE) Pre painted Painted w/ boysen

sash factory sash factory sash factory Poly door Rapid forming Yale

Comfort Room

Floor tiles – 8” x 8” Wall tiles – 12” x 8” (6 layer w/ border @ middle) Border tiles – 3” x 8”

Unglazed Glazed Glazed


Water closet & wall hung lavatory w/ soap And tissue holder skylark trip lever

White

Royal tern


Chrome plated Chrome plated (JM-9719-220)



PVC Blue GI

Eslon blue

Sewer line fittings

PVC PVC

Lucky Lucky

Plumbing

Electrical

Breaker box Breaker switch Wire switch Switch plate Convenience outlet C O plate

Chint Chint Stranded Common Common Common Common

Kitchen Counter

Counter tiles 8”x 8” Border tiles – 3” x 8” Kitchen sink Kitchen sink faucet Kitchen counter cabinet (design F)

Glazed Glazed Stainless 16” x 24” (BS-2416) KS-1203 Painted w/ boysen (QDE)

Tenzen/Lepanto/Euro tiles Tenzen/Lepanto/Euro tiles Distributed by best tank Distributed by best tank

Wall Cladding

Manufactured Stone

Top with boysen acrytex clear

Stone Age (ledgestones)

Prepared by: MMC Office Engineer Checked by: Engr. Agapito C. Caparas AVP – Engineering & Construction


Royu Royu Royu Royu

materials price list 03/15/11

item no

materials

unit

price

earth works 1.00 2.00

common borrow lahar

cu m cu m

150.00 250.00

cement 40 kg/s / bag sand s1 gravel 3/4 ( round ) chb 4" non load bearing chb 5" non load bearing

bag cum cum pc pc

205.00 500.00 700.00 7.00 8.00

1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00

plywood 3/16 ord. flex brd 3.5 mm plywood 1/4 (marine)

pc pc pc pc pc bd ft bd ft bd ft bd ft pc kg kg kg kg pc l.m.

250.00 300.00 310.00 275.00 flexboard ¼ 710.00 20.00 36.00 36.00 36.00 36.00 55.00 50.00 50.00 75.00 25.00 85.00

1.00 2.00 3.00 4.00 5.00 6.00

rebars 9mm dia rebars 10mm dia rebars 12mm dia rebars 16mm dia rebars 20mm dia gi wire ga 16

pc pc pc pc pc kg

80.00 115.00 165.00 293.00 465.00 60.00

1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00

pvc door 2.1 x .6 m w/ jamb pvc door 2.1 x .6 m w/ jamb (w/ louver & colored glass)

pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc

1,350.00 2,800.00 3,450.00 1,900.00 2,250.00 2,050.00 2,050.00 4,200.00 4,200.00 25.00 250.00 150.00 1,280.00 1,000.00 800.00 240.00 35.00

1.00 2.00 3.00 4.00

glass 1/8" smoke (installed) glass 1/8" clear (intalled) analok 1/4" thk bronze ( installed) steel casement

concreting, masonry, plastering 1.00 2.00 3.00 4.00 5.00

forms & ceiling

plywood 1/4 ord. plywboards 3/4 ord. coco lumber good lumber 2" x 2" x 12' good lumber 2" x 2" x 10' good lumber 2" x 2" x 8' good lumber 1" x 1" x 8' cwn 2" cwn 3" cwn 4" 1" finishing nail cabinet handle wire mesh 1/8"x1/8"x3'

rebars

price/kg 30.77 32.86 33.00 32.56 33.21

360

25

doors molded door 2.1 x .8 m w/ jamb flush door 2.1 x .6 m w/ jamb flush door 2.1 x .7 m w/ jamb w/ GI molded door 2.1 x .8 m w/ jamb flush door 2.1 x .9 m w/ jamb steel door 2.1 x .7 m w/ jamb steel door 2.1 x .9 m w/ jamb 3" x 3" loose pin hinge door knob ( yale ) door knob ( amerilock ) railings us hanger stanley door lock lock wood deadbolt lock barrel bolt

windows sq ft sq ft sq ft sq ft

35.00 35.00 300.00 bus type anodize 140.00

tiles ( t & b, & kitchen counter ) ` 1.00 2.00 3.00 4.00

8" x 8" glazed tiles (mariwasa) 8" x 8" unglazed tiles abc grout / 2 kgs tile trim per 8 ft 3” x 8” border tiles 8” x 12” glazed tiles

pc pc bag pc pc pc

1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00

angle 2" x 2" x 3/16 x 20 ft angle 1 1/2" x 1 1/2" x 3/16 x 20 ft angle 2" x 2" x 1/4 x 20 ft angle 1 1/2" x 1 1/2" x 1/4 x 20 ft flat bar 2" x 3/16 x 20 ft flat bar 1 1/2" x 3/16 x 20 ft c purlins 2" x 3" x 20 ft (1.20 mm thk) c purlins 2" x 4" x 20 ft (1.20 mm thk) c purlins 2" x 5" x 20 ft (1.20 mm thk) c purlins 2" x 6" x 20 ft (1.20 mm thk) plain round bar 10mm dia. x 6m welding rod facia bd 1' x 10 " x l facia bd lc 2" x 10" x 8 ft (0.9 mm thk)

pc pc pc pc pc pc pc pc pc pc pc kg bd ft pcs

1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00

r span gutter spanish ( .40 x .457 m x 0.40 mm)per 8 ft ridge roll per 8 ft valley gutter per 8 ft end flushing per 8 ft side wall flushing per 8 ft tile span gutter spanish per 8 ft ridge roll per 8 ft valley gutter per 8 ft end flushing per 8 ft side wall flushing per 8 ft tekscrew silicon rivets wire basket strainer sleeves 3" dia concrete nail 1 1/2" corr gi sheet fab. ridge roll per 8 ft fab. gutter per 8 ft fab. valley gutter per 8 ft fab. end flushing per 8 ft roof nails Stainless gutter

roof framing

12.00 12.00 60.00 50.00 18.00 18.50 03/15/10 540.00 340.00 795.00 535.00 350.00 245.00 380.00 420.00 470.00 125.00 100.00 65.00 320.00

roofing

175216638.xls.ms_officeMATERIALSPRICELIST9/25/2013

lm pc pc pc pc pc lm pc pc pc pc pc pc pc pc pc pc kg ft pc pc pc pc kg pc

253.00 340.00 227.00 255.00 340.00 170.00 308.00 340.00 337.00 340.00 340.00 170.00 1.85 120.00 0.50 100.00 50.00 75.00 33.00 140.00 130.00 160.00 160.00 90.00 1,200.00

kg/m

1.89 2.43 2.70 3.46

350

715

painting ( latex, enamel, floor paint & roof paint ) 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00

masonry neutralizer paint thinner panching compound flat wall enamel latex latex semi gloss qde chocolate brown qde white plasolux putty sanding paper #120 sanding paper #100 lacquer thinner lacquer flo whether coat acri color 1/4 lt latex tin ting color 1/4 lt enamel. glazing putty true coat boysen roof guard acreytex primer acreytex cast acreytex top coat acreytex reducer stopa Masonry putty boysen

gal. gal kg gal gal gal gal gal gal pc pc gal gal gal pc pc gal gal gal gal gal gal gal kgs gal

275.00 190.00 30.00 465.00 416.00 485.00 420.00 515.00 545.00 10.00 15.00 160.00 580.00 400.00 45.00 95.00 545.00 810.00 540.00 610.00 400.00 765.00 345.00 50.00 275.00

breaker box 6 holes breaker box 8 holes breaker box 10 holes breaker switch 15 a breaker switch 20 a breaker switch 30 a breaker switch 40 a breaker switch 60 a breaker switch 100 a receptacles t - slot outlet plate co. SwitcH 1 gang plate 2 gang plate 3 gang plate awg stranded wire # 10 awg stranded wire # 12 awg stranded wire # 14 awg stranded wire # 8 flexible hose 3/4" flexible hose 1/2" pipe clamp 1/2 " dia. junction box 4" x 4" utility box 4" x 2" electrical tape big acu outlet national w/ plate exhaust fan 12" dia ( tailee ) exhaust fan 12" dia ( 3d )

pc pc pc pair pair pair pair pair pair pc pc pc pc pc pc pc roll roll roll roll roll roll pc pc pc pc pc pc pc

600.00 650.00 900.00 295.00 295.00 295.00 295.00 420.00 750.00 28.00 25.00 25.00 35.00 25.00 25.00 25.00 4,455.00 2,910.00 1,635.00 4,645.00 950.00 750.00 2.50 25.00 18.00 25.00 240.00 1,350.00 1,090.00

pc pc pc

11,050.00 2,250.00 1,350.00

set

5,500.00

set pc

4,400.00 790.00 2,099.75 80.00 62.00 120.00 170.00 450.00 53.00 10.00 18.00 26.00 25.00 85.00 38.00 30.00 118.00 85.00 95.00 74.00 24.00 10.00 65.00 40.00 138.00 90.00 75.00 360.00 100.00 55.00 450.00 325.00 11.00 9.00 25.00 13.00 25.00 15.00 12.00 15.00 13.00 520.00 2,900.00 320.00 470.00 130.00 350.00 699.75 10.00 120.00 15.00 15.00

electrical 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00

plumbing pipes, fitting & fixtures 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.00 51.00 52.00 53.00 54.00 55.00 56.00

bath tub ( royal tern penguin acrylic ) lavatory ( counter type royal tern ) lavatory (for hot & cold) For 2-storey water closet & lavatory pedestal type (Artes Myer AMB-150DF) For bungalow water closet & lavatory wall hang (sf skylark trip lever package) kitchen sink 16" x 24" kitchen sink double tub floor drain 4" x 4" chrome plated p trap 2" dia. 3" dia. pvc pipe (gray) 2" dia. pvc pipe 4" dia. pvc pipe 4" dia. coupling 3" dia. Coupling (gray) 2" dia. coupling 2" dia. elbow 3" dia. Elbow (gray) 4" dia. elbow 2" dia. tee 3" dia. Tee (gray) 4" dia. tee 4" x 2" dia. reducer tee 4" x 3" dia. reducer tee 4" x 45 elbow 2" x 45 elbow 3" x 45 elbow clean out 4" dia w/ cover clean out 2" dia w/ cover wye 4" dia wye reducer 4" x 2" solvent cement ( 100 cc ) vulcaseal 3/4" dia x 10' elson blue 1/2" dia x 10' elson blue 3/4" dia x gi pipe 1/2" dia x gi pipe 3/4" gi coupling 1/2" gi coupling 3/4" gi tee 1/2" gi tee 3/4" x 1/2" gi tee reducer 3/4" gi elbow 1/2" gi elbow 3/4" x 1/2" gi reducer 3" x 1/2" dia nipple sho valve & head wb brand shower valve (for hot & cold) gate valve 3/4 dia Faucet best tank (ks-1203) kitchen sink angle valve Faucet best tank (jm-9719-220) shower kitchen sink faucet (JM-9814-231) u. s. teflon flexible hose niple 3/8 x 2" reducer bushing 1/2 x 3/8


pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc lt pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc

floor finish @ ground & second flr. 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00

12" x 12" unglazed tiles tenzen vinyl tiles 12" x 12" vinyl bond pebbles ( black ) pebbles ( boracay ) red cement adobe rubble 12" x 12" adobe rubble 4" x 12" aslar tiles biege 2" x 6" aslar tiles biege 4" x 8" wood parquet narra 3/8” thk top w/ polyurethane porcelain tiles ( granite tiles ) vigan tiles

pc pc gal can can kg pc pc sq m sq m sq ft pcs pcs

29.60 14.00 375.00 40.00 140.00 150.00 40.00 15.00 ashlar mariposa 4x 8 280.00 green slate 4 x 8 450.00 wood stone 4 x 8 85.00 85.00 15.00

hand rails 2" x 3" hand rails 3" x 3" steel railings lumber 2" x 12" kd lumber 2" x 10" kd lumber 2" x 8" kd t & g 1" x 4" x l Raven anti-skid Water proofing-frosroc Cabinet Plywood ¾ Piano hinges Catches Handle 10 mm square bar 12 mm square bar 16 mm square bar 2” x 2” tubular ga 16 2” x 3” tubular ga 16 2” x 4” tubular ga 16 gi pipe 1” dia sch 20 gi pipe 1 1/2” dia sch 20 gi pipe 2” dia sch 20 1/8” x 1/2” flat bar 1/8” x 1” flat bar 1/4” x 1/2” flat bar 1/4” x 1” flat bar 3/16” x 1/2” flat bar 3/16” x 1” flat bar plain round bar 16mm dia plain gi sheet ga 18 welding rod concrete balluster 12” x 12” x 4” adobe 2” x 4” x 8” red bricks king post 4” x 4” (steel & wood) capiz on yakal frame Border 8 cm assorted pebbles door casing 3” x 14 ft (pateco) cornice CN-1-6 cornice CN-1-4b cornice CN-1-3b cornice CN-1-2b stick well concealed hinges stainless closet handle aluminum pipe 1” x 16' Flanges 1” dia french type cab door plain gi sheet ga 24 design lace epoxy primer baseboard BB 1-4B glass block 8 x 8 screw with tox polyurethane reducer sanding sealer polyurethane top coat

l ft l ft sq ft bd ft bd ft bd ft bd ft pc Pack

100.00 130.00 150.00 66.00 64.00 61.00 42.00 1,400.00 360.00

pc pc pc pc sqft 5m/roll can pc lft lft lft lft kg pc pc pc pc pc pc ft gal lft pc pc lit gal gal

810.00 130.00 8.00 25.00 110.00 145.00 460.00 735.00 920.00 1,250.00 600.00 910.00 1,310.00 50.00 130.00 105.00 215.00 70.00 170.00 395.00 1,260.00 110.00 100.00 35.00 7.00 800.00 300.00 420.00 200.00 212.80 37.50 23.60 17.70 11.80 120.00 36.00 120.00 240.00 30.00 200.00 520.00 25.00 580.00 24.40 90.00 2.00 135.00 470.00 960.00

stair, handrail & railings 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.00 51.00 52.00 53.00 54.00 55.00 56.00

Artes myer dual flush push botton & pedestal type-emperor (white) set Reg. Colored set (ARTES MYER-EMPEROR AMB-150DF-two piece dual push button & pedestal type)

5500 6000

HCG MONET 2 PUSH BUTTON & WALL HUNG (with soap & tissue holder)

6320

GRANITE-GRANITO 16X16 12X12

173.95 93.95

man power rate skilled labor LUCKY ORANGE 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00

per day per day

2” upvc 3” upvc 4” upvc p trap 2" dia. wye reducer 4" x 2" wye 4" dia elbow 45-4” elbow 45-3” elbow 45-2” elbow 90-4” elbow 90-3” elbow 90-2” tee reducer 4” x 2” tee reducer 4” x 3” clean out 4" dia w/ cover clean out 2" dia w/ cover tee 4” tee 3” tee 2” coupling 4” coupling 3” coupling 2”


300.00 200.00 pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc

170.00 340.00 450.00 62.00 90.00 138.00 74.00 40.00 24.00 85.00 48.00 26.00 85.00 95.00 64.00 26.00 118.00 65.00 38.00 53.00 18.00 33.00

650 350 650

GRADE 230(STRUCTURAL GRADE) ASTM33; 230MPa / 33000 PSI 0.444 0.616 0.888 1.578 2.466 3.853 4.834 6.313 7.990

9 10 12 16 20 25 28 32 36 9mm. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

kg/m 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444

10mm. kg/m 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616 10 0.616

12mm. kg/m 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888 12 0.888

16mm. kg/m 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578 16 1.578

20mm. kg/m 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466 20 2.466

25mm. kg/m 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853 25 3.853

28mm. 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28

9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444

10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12

0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888

16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16

1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578

20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20

2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466

25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25

3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853

28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28

9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444

10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12

0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888

16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16

1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578

20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20

2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466

25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25

3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853

28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28

9 9 9 9 9 9 9 9 9 9 9 9 9 9

0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444

10 10 10 10 10 10 10 10 10 10 10 10 10 10

0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616

12 12 12 12 12 12 12 12 12 12 12 12 12 12

0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888

16 16 16 16 16 16 16 16 16 16 16 16 16 16

1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578 1.578

20 20 20 20 20 20 20 20 20 20 20 20 20 20

2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466 2.466

25 25 25 25 25 25 25 25 25 25 25 25 25 25

3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853 3.853

28 28 28 28 28 28 28 28 28 28 28 28 28 28

kg/m 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834

32mm. kg/m 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313 32 6.313

36mm. kg/m 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990 36 7.990

4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834

32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32

6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313

36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36

7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990

4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834

32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32

6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313

36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36

7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990

4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834 4.834

32 32 32 32 32 32 32 32 32 32 32 32 32 32

6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313 6.313

36 36 36 36 36 36 36 36 36 36 36 36 36 36

7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990 7.990

estimates foundation

isolated footing marks

qty l

dimension (m) w

d

F-1 F-2 F-3 F-4 F-5 F-6 F-7

total

-

code no 4.00 4.00 4.00 4.00 4.00 4.00 4.00

main bars along l dia kg/m 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58

code no 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

main bars along l dia kg/m 10.00 0.62 10.00 0.62 10.00 0.62 10.00 0.62 10.00 0.62 10.00 0.62 10.00 0.62 10.00 0.62 10.00 0.62

-

wall footing marks

qty l -

wf-1 wf-3

dimension (m) w 0.40 0.30

d 0.25 0.15

-

total

-

0.40

9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm total

-

10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm 10.00 mm

F -

O 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm

O -

T 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm

I

N -

s along l Bar pcs 5.000 5.000 5.000 6.000 6.000 6.000 6.000

code no 4.00 4.00 4.00 4.00 4.00 4.00 4.00

main bars along w dia kg/m 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58 16.00 1.58

Bar pcs 5.000 5.000 5.000 6.000 6.000 6.000 6.000

no of kg main bars tie wire -

16 mm 10 mm

s along l spacing 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16

code no 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

main bars along w dia kg/m 9.00 0.44 9.00 0.44 9.00 0.44 9.00 0.44 9.00 0.44 9.00 0.44 9.00 0.44 9.00 0.44 9.00 0.44

spacing 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40

conc vol cum -

-

-

-

-

-

no of kg cut bars

main

-

tie wire

-

-

-

-

-

-

I

N 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm

-

G 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm

-


-

cement bag

sand cum -

conc vol cum

gravel cum -

cement bag -

-

formboard pcs

asstd nails kg

form oil li

-

sand cum -

form lumber bdft

gravel cum -

formboard pcs -

form lumber bdft

asstd nails form oil kg li

concreting works

const bid cost/cum

concreting

3000 psi

unit cost

qty

labor unit cost equipment unit cost material unit cost concreting unit cost total cost duration crew labor mason

750.00 250.00 #DIV/0! #DIV/0! #DIV/0! sub con #DIV/0! -

equipment one bagger mixer

description Cement Sand s-1 Gravel 3/4"

#DIV/0!

6.00 1.00

200.00 300.00

1.00

500.00

qty

#DIV/0!

crew 1.00

bill of materials unit unit cost - bags 205.00 - cum 500.00 - cum 700.00

total labor cost computation: mixing and placing concrete manually

2cum/day

2.00

2.00 one bagger mixer

2.00 material computation: description class a 1.0 cement 9bag/cum 2.0 sand .5cum/cum 3.0 gravel 3/4" 1cum/cum

9.00 0.50 1.00

const bid cost/cum

total bid cost

#DIV/0! cum

#DIV/0! #DIV/0!

pcf

project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

rebars

structural grade

40 psi

unit cost

qty

0.08 0.05 0.03 0.20 0.03 0.05 0.02 0.10

labor unit cost equipment unit cost material unit cost rebar unit cost total cost duration crew labor steel man

5.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1.00 1.00

200.00 300.00

qty -

unit kg kg kg kg kg kg kg kg kg

equipment

0.28 bill of materials amount -

description 9mm 10mm 12mm 16mm 20mm 25mm 28mm 32mm 36mm tie wire

-

-

kg

-

on:

labor cost computation: cum/day

on:

material computation: bag/cum cum/cum cum/cum

const bid cost/kg #DIV/0! kg

#DIV/0!

crew 1.00

total bid cost

forms

forms

#DIV/0! #DIV/0!

pcf

proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

unit cost

0.08 0.05 0.03 0.20 0.03 0.05 0.02 0.10

labor unit cost equipment unit cost material unit cost formworks unit cost total cost duration crew labor carpenter equipment

0.28

bill of materials unit cost 30.03 31.11 30.97 30.95 31.43 35.04

2.66 3.70 5.33 9.47 14.80 23.12 29.00 37.88 47.94

amount 60.00

description 4 x 8 x 1/4 ord pw 2 x 3, 2x 4 assorted nail form oil

-

labor cost computation: 100.00 kg/day

100.00 kg/day

material computation:

install erect dismantel repair

const bid cost/kg

total bid cost

#DIV/0! sqm

#DIV/0! #DIV/0!

coco lumber qty 62.50

#DIV/0! sub con

#DIV/0! #DIV/0! #DIV/0! 1.00 1.00

#DIV/0!

crew 2.00 200.00 300.00

pcf


0.08 0.05 0.03 0.20 0.03 0.05 0.02 0.10 0.28

bill of materials qty

unit pcs bdft kg li

unit cost 275.00 20.00 50.00 8.00

amount -

total

labor cost computation: 8.00 sqm/day

8.00 sqm/day


estimates

columns marks

qty d

C1 C2 C3 PC C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 C4 C4 total


dimension (m) b

-

0

h

code no 4 4 4 4 3 4 4 4 3 4 4 4 3 4 4 4 4 4

dia 16.00 16.00 16.00 16.00 12.00 16.00 16.00 16.00 12.00 16.00 16.00 16.00 12.00 16.00 16.00 16.00 16.00 16.00

main bars kg/m 1.58 1.58 1.58 1.58 0.89 1.58 1.58 1.58 0.89 1.58 1.58 1.58 0.89 1.58 1.58 1.58 1.58 1.58

-


C 0

O 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm

0

L 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm 16.00 mm

U

M 0

main bars no of pcs 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 5.00 6.00 8.00 6.00 5.00 6.00 8.00 6.00 6.00 6.00

U

M 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm

ties dia 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

code no 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

0

N 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm

kg/m 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62

1st 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.90

no of pcs 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 36.00

ties spacing m 2nd 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10

L A T E R A L 0


0


T I E

ties spacing m no of pcs 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 18.00

rest @ 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10

L A T E R A L T I E S 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 0

no of pcs

no of kg ties

main -

0

-

conc vol cum

tie wire -

-

-

cement bag

sand cum -

gravel cum -

formboard pcs -

form lumber bdft -

-

asstd nails form oil kg li -

-

concreting works

const bid cost/cum

concreting

3000 psi

unit cost

qty


0.00




#DIV/0!

6 1

200.00 300.00

1

500

qty

#DIV/0!

crew 1

bill of materials unit 0 bags 0 cum 0 cum

unit cost 205.00 500.00 700.00


2cum/day

2

2 one bagger mixer

2 material computation: description class a 1.0 cement 9bag/cum 2.0 sand .5cum/cum 3.0 gravel 3/4" 1cum/cum

9 0.5 1

const bid cost/cum

total bid cost

#DIV/0! cum

#DIV/0! #DIV/0!

pcf


rebars

structural grade

40 psi

unit cost

qty

8% 5% 3% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10%


5.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00

qty

unit kg kg kg kg kg kg kg kg kg kg

equipment

27.5% bill of materials

unit cost

amount 205.00 500.00 700.00

-


0.00 0.00 0.00 0.00 0.00 0.00 0.00

-

-

ion:

labor cost computation cum/day

on:


const bid cost/kg

total bid cost

#DIV/0! kg

#DIV/0! #DIV/0!

0.00 #DIV/0!

crew 1.0

pcf


forms

forms unit cost 7.50% 5.00% 2.50% 0% 0%

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

labor unit cost equipment unit cost material unit cost formworks unit cost total cost duration crew labor carpenter equipment

27.5%

bill of materials unit cost 30.03 31.11 30.97 30.95 31.43 30.93

2.66 3.70 5.33 9.47 14.80 23.12 29.00 37.88 47.94

amount

60.00

-


labor cost computation: 100 kg/day

lab install erect dismantel repair

100 kg/day


m

const bid cost/kg

total bid cost

#DIV/0! sqm

#DIV/0! #DIV/0!

coco lumber qty

0.00

62.50

#DIV/0! sub con

#DIV/0! #DIV/0! #DIV/0! 1 1

#DIV/0!

crew 2.0 200.00 300.00

pcf


7.5% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5%


-

unit 0 pcs 0 bdft 0 kg li

unit cost 275.00 20.00 55.00 8.00

total

labor cost computation: 8 sqm/day

8 sqm/day


amount P-

estimates

beams marks

qty

FB-1 FB-1 FB-1 FB-1 FB-1 FB-1 FB-1 FB-1 FB-2 FB-2 FB-2 FB-2 FB-2 FB-3 FB-3 FB-3 FB-3 FTB GB rb-1 rb-1 rb-1 rb-1 rb-1 rb-1 rb-1 rb-1 rb-1 rb-1 rb-1 rb-1 rb-1

d 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

lb-1

0.15

dimension (m) b 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15

0.10

l

col dim along beam d1 d2 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.30 0.30 0.30 0.30 0.30 0.30 0.20 0.20 0.20 0.20 0.20 0.20 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30

total length 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.60 0.60 0.60 0.40 0.40 0.40 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -

lb-2 Pasemano Cb

0.10 0.10 0.30

total

-

9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm

-

0.10 0.30 0.13

15.00

-


B FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE

E

A 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm 12.00 mm

M FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE


M -

A

9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm 9.00 mm

0


FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0


FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0


0

code no 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2

cont bars dia kg/m 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 16.000 1.578 10.000 0.616

no of pcs 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 2

code no 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2

dia 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 10.000

extra bars top kg/m no of pcs 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 0.888 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.578 1.578 0.616

2 2 3 3 3 2 2

10.000 10.000 12.000 12.000 12.000 10.000 10.000

0.616 0.616 0.888 0.888 0.888 0.616 0.616

2 3 4 4 4 2

2 2 3 3 3 2 2

10.000 10.000 12.000 12.000 12.000 10.000 10.000

0.616 0.616 0.888 0.888 0.888 0.616 0.616

197.00

M

A 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm 20.00 mm

I -

N 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm 25.00 mm

75.00

S T I R -


-



0


0


0


top length(l/4)+24d 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.24

code no 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3

dia 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 12.000

extra bars bot kg/m no of pcs 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 3.00 1.578 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 0.888 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.00 1.578 1.578 1.578 0.888

length(l/2)+24d 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.58

0.24 0.24 0.29 0.29 0.29 0.24 0.24

3 3 3 3 3 2 2

S T I R R U P S - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm - 10.00 mm

12.000 12.000 12.000 12.000 12.000 10.000 10.000

0.888 0.888 0.888 0.888 0.888 0.616 0.616

-

0.58 0.58 0.58 0.58 0.58 0.48 0.48 37.06

0


0

code no 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

ties dia 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000

kg/m 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.616 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444

1st 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20

no of pcs 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

ties spacing m 2nd @ L/4 0.10 1.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 3.00 0.10 3.00 0.10 3.00 0.10 2.00 0.10 2.00 0.10 2.00 0.10 3.00 0.10 3.00 0.10 3.00 0.10 3.00 0.10 3.00 0.10 3.00 0.10 3.00 0.10 3.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.10 1.00 0.20 1.00

Rest 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.20 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.20

1 1 1 1 1 1 1

9.000 9.000 9.000 9.000 9.000 9.000 9.000

0.444 0.444 0.444 0.444 0.444 0.444 0.444

0.20 0.20 0.05 0.05 0.05 0.05 0.10

1.00 1.00 1.00 1.00 1.00 1.00 1.00 54.00

0.20 0.20 0.10 0.10 0.10 0.10 0.10

1.00 1.00 1.00 1.00 1.00 1.00 1.00 96.00

0.20 0.20 0.15 0.15 0.15 0.15 0.15

@ L/2 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 -

main -

no of kg extra -

ties

conc vol cum

tie wire -

-

cement bag -

sand cum -

-

-

-

-

-

-

-

-

-

gravel cum

form area. -

formboard pcs -

form lumber bdft -

asstd nails kg -

form oil li -

-

-

-

-

-

-

-

concreting works

const bid cost/cum

concreting

3000 psi

unit cost

qty



0.00



6 1

200.00 300.00

1

500

qty

#DIV/0! cum

project cost proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1 insurance s escalation cost of money contingencies contractor tax profit total -

bill of materials unit unit cost 0 bags 0 cum 0 cum

205.00 500.00 700.00


2cum/day

2 cum/day

2 one bagger mixer


pcf

9 0.5 1

total bid cost

rebars

const bid cost/kg

structural grade

#DIV/0! #DIV/0!

40 psi

#DIV/0!

unit cost

qty

0.00

8% 5% 3% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10%


5.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0!

sub con -

1 1

200.00 300.00

crew 1.0

equipment

27.5% amount -


qty -

-

bill of materials unit kg 2.66 kg 3.70 kg 5.33 kg 9.47 kg 14.80 kg 23.12 kg kg kg kg

labor cost computation: 100

100


const bid cost/kg

total bid cost

#DIV/0! kg

#DIV/0! #DIV/0!

pcf


forms

forms

coco lumber

unit cost

7.50% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0%

labor unit cost equipment unit cost material unit cost formworks unit cost total cost duration crew labor carpenter

62.50 #DIV/0! #DIV/0! #DIV/0! 1 1

equipment

27.5%

aterials

bill of materials unit cost

amount 30.03 31.11 30.97 30.95 31.43 30.93

60.00

-


omputation:

mputation:

qty 0.00 0.00 0.00 0.00

labor cost computatio kg/day

install erect dismantel repair

kg/day

material computation

qty

total bid cost

#DIV/0! sqm

#DIV/0! #DIV/0!

0.00 -

#DIV/0! sub con

const bid cost/kg

#DIV/0!

crew 2.0 200.00 300.00

pcf


7.5% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5%

bill of materials unit pcs bdft kg li

unit cost 275.00 20.00 55.00 8.00

total

labor cost computation: 8 sqm/day

8 sqm/day


amount P-

slab no.

S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11

qty

dimension l-x -

l-y -

-

Factored load Deadload Liveload Kpa Kpa 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0

M 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6

Loading l-x #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

l-y -

-

estimates

slab marks

qty s

S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 SUBTOTAL-1

dimension (clear m) l area -

d 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10

slab on fill A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 STEPS

-

SUBTOTAL-2 total

-

-

0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08

sb 1 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

beam width sb 2 lb 1 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

m width lb 2 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

total length s l 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 -

-

4.80

code no 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1

bot bars along short dia kg/m 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000

0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444

spacing 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

code no 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1

bot bars along long dia 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000

bot bars along long kg/m 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888

spacing 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

code no 3 3 3 3 3 3 3 3 3 3 3 3

top bars along short dia kg/m 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888 12.000 0.888

spacing 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444 0.444

2.40

code no 3 3 3 3 3 3 3 3 3 3 3 3

top bars along long dia 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000 12.000

top bars along long kg/m 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888 0.888

spacing 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

no of kg -

2.40

-

12 mm 9 mm

conc vol cum

tie wire -

-

-

cement bag

sand cum

gravel cum

-

-

-

-

-

-

-

-

form area

formboard pcs -

-

form lumber bdft

asstd nails kg

form oil li

-

-

-

-

-

-

-

-

-

-

-

-

concreting works

const bid cost/cum

concreting

3000 psi

unit cost

#DIV/0! qty


0.00



6 1

200.00 300.00

1

500

#DIV/0!

crew 1

bill of materials description Cement Sand s-1 Gravel 3/4"

qty

unit - bags - cum - cum

unit cost 205.00 500.00 700.00


2cum/day

2

2 one bagger mixer


9 0.5 1

const bid cost/cum

total bid cost

#DIV/0! cum

#DIV/0! #DIV/0!

pcf


rebars

structural grade

40 psi

unit cost

8% 5% 3% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10%


5.00 #DIV/0! #DIV/0! #DIV/0! 1 1

equipment

27.5%

bill of ma amount 205.00 500.00 700.00

-


qty 0.00

-

-

n:

labor cost co cum/day

n:

material com bag/cum cum/cum cum/cum

qty

total bid cost

#DIV/0! kg

#DIV/0! #DIV/0!

0.00 -

#DIV/0!

const bid cost/kg

#DIV/0!

sub con

200.00 300.00

crew 1.0

pcf


7.50% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5%

bill of materials unit kg kg kg kg kg kg kg kg kg kg

unit cost 2.66 3.70 5.33 9.47 14.80 23.12 29.00 37.88 47.94

amount 30.03 31.11 30.97 30.95 33.21

60.00


100 kg/day


-

forms

const bid cost/kg

forms

coco lumber

unit cost

qty

labor unit cost equipment unit cost material unit cost formworks unit cost total cost duration crew labor carpenter

0.00

62.50

#DIV/0! sub con

#DIV/0! #DIV/0! #DIV/0! 1 1

#DIV/0! sqm -

#DIV/0!

crew 2.0 200.00 300.00

equipment


bill of materials description 4 x 8 x 1/4 ord pw 2 x 3, 2x 4 assorted nail form oil

qty

-

unit 0 pcs 0 bdft 0 kg li

unit cost 275.00 20.00 55.00 8.00

total

labor cost computation: install erect Dismantle repair

8 sqm/day

8 sqm/day


pcf

total bid cost #DIV/0! #DIV/0! 7.5% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% amount P-

earth works no. of chb variable ht. description F-1 F-2 F-3 F-4 F-5 F-6 wf-1 wf-3 ftb septic tank

qty -

(0.80) m width m 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.30 0.20 1.20

length m 0.00 0.00 0.00 0.00 0.00 0.00 2.40

depth m 0.70 0.70 0.70 0.70 0.70 0.70 0.40 0.85 1.50

total volume

earth works

excavation / manual unit cost volume cum -

labor unit cost equipment unit cost material unit cost excavation unit cost total cost duration crew labor

const bid cos common earth qty: 133.33

#DIV/0! -

#DIV/0!

133.33 sub con 6

200.00

crew 1

equipment

-

bill of materials

labor cost computation: excavation

1 man/1.5 cum/ day

1.50

1.50


manual computation volume = soil type = difficulty factor =

0 cum common earth 1

labor cost computation: labor = 6 crew = 1 wage per labor = 200 per day capacity per man = 1.5 cum/day labor unit cost = volume x diff factor x wage capacity =

(1)(1)(200) (1)(1.5)

=

133.3333333 php/cum

duration =volume x diff. factor capacity x no. worker x crew = duration = say=

(0)(1) (1.5)(1)(6) 0 days 0 days

const bid cost/unit

total bid cost

#DIV/0! cum pcf #DIV/0! project cost 5.0% proj.supervision 2.50% constn facilities 1.50% indirect eqpt 0.00% miscellaneous 1.00% others 0.00% indirect cost 23% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 7.50% contractor tax 2.00% profit 10.00% total 27.5% bill of materials

summary project: 1.0 direct cost 1.1 1.2 1.3 1.4

2.0 project cost 2.1 2.2 2.3 2.4

3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.5 4.6 4.7

labor cost computation: cum/day

cum/day


labor direct equipment materials subcontract

amount in pesos 0.00 0.00 0.00 0.00 0.00

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

pct wt. of total #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

project supervision construction facilities indirect equipment miscellaneous

0.00 0.00 0.00 0.00 0.00

2.5% 1.5% 0.0% 1.0% 5.0%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 7.5% 2.0% 10.0% 22.5%

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

bonds insurance escalation cost of money contingencies contractor's tax profit

-

#DIV/0!

earth works earthfill / common earth/manual fill ht. description house area a-1 a-2 a-3 a-4 a-5 a-6 a-7 a-8 a-9 stair

total volume

0.5 m qty

area (sq.m.)

depth m

earth works

earthfill / manual

lahar

unit cost volume cum -

qty:

labor unit cost equipment unit cost material unit cost earthfill unit cost total cost duration crew labor

description lahar

80.00 #DIV/0! #DIV/0! #DIV/0!

-

sub con -

4

200.00

bill of materials unit cum

qty 0.00

labor cost computation: earthfill

1 man/3cum/ day

material computation: earthfill

1cum x 1.30 sf

MANUAL COMPUTATION volume = soil type =

0 cum lahar

difficulty factor =

1

labor cost computation: Labor = 4 Crew = 1 Wage per labor = 200 Per day capacity per man = 2.5 cum/day labor unit cost = Volume x diff factor x wage capacity =

(1)(1)(200) (1)(2.5)

= Labor cost =

80 php/cum - Php

Duration = Volume x diff. Factor Capacity x no. worker x crew =

(0)(1) (2.5)(1)(4)

Duration = Say=

0 Days 0 Days

material computation: volume = 0 cum material unit cost = 250 php/cum Material cost = material unit cost x volume Material cost = (0)(250) =

- Php

total cost =Material cost + labor cost Volume (0+ 0) 0 total unit cost =

#DIV/0!

php/cum

const bid cost/unit -

#DIV/0!

crew 1

total bid cost

#DIV/0! #DIV/0! cum pcf #DIV/0! project cost 7.5% - proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%

bill of materials unit cost 250.00

amount -

total

-

labor cost computation: 2.50

cum/day

2.50

cum/day

1.3

cum/cum


summary project: 1.0 direct cost

amount in pesos 1.1 1.2 1.3 1.4


#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0!

0.0% 0.0%


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

4.0 indirect cost 4.1 bonds 4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit

#DIV/0!




earth works earthfill / common earth/manual fill ht. description lot area

0.5 m qty

area (sq.m.)

depth m

0.50 0.50 0.50 0.50 0.50 0.50 0.50

total volume

earth works

const bid co

earthfill / manual

lahar

#DIV/0

unit cost volume cum -

qty:

labor unit cost equipment unit cost material unit cost earthfill unit cost total cost duration crew labor

80.00

-

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

4

200.00

crew 1

equipment

description Common borrow

bill of materials unit cum

qty 0.00

unit cos 150.00

total

labor cost computation: earthfill

1 man/3cum/ day

2.50

2.50

material computation: earthfill

1cum x 1.30 sf

1.3


0 cum lahar

difficulty factor =

1

labor cost computation: Labor = 4 Crew = 1 Wage per labor = 200 Per day capacity per man = 2.5 cum/day labor unit cost = Volume x diff factor x wage capacity =

(1)(1)(200) (1)(2.5)

= Labor cost =

80 php/cum - Php


(0)(1) (2.5)(1)(4)

Duration = Say=

0 Days 0 Days

material computation: volume = 0 cum material unit cost = 150 php/cum Material cost = material unit cost x volume Material cost = (0)(150) =

- Php

total cost =Material cost + labor cost Volume (0+ 0) 0 total unit cost =

#DIV/0!

php/cum

const bid cost/unit

total bid cost

#DIV/0! #DIV/0! cum pcf #DIV/0! project cost 7.5% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5% bill of materials


2.0 project cost 2.1 2.2 2.3 2.4

3.0 other costs unit cost 150.00

amount 4.0 indirect cost 4.1 4.2 4.3 4.5 4.6 4.7

total

-

abor cost computation: cum/day

cum/day

material computation: cum/cum

amount in pesos labor direct equipment materials subcontract



#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0!

0.0% 0.0%


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

#DIV/0!

#DIV/0!




earth works compaction / common earth/manual fill ht. description house area a-1 a-2 a-3 a-4 a-5 a-6 a-7 a-8 a-9 stair

total volume

qty

-

0.5 m width m

-

length m

-

depth m

0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50

earth works

compaction / manual

lahar

unit cost volume cum

-

qty:

labor unit cost equipment unit cost material unit cost compaction unit cost total cost duration crew labor

13.33

-

#DIV/0! #DIV/0! #DIV/0!

sub con -

equipment plate compactor

description

1

200.00

1

500.00

bill of materials unit

qty

labor cost computation: compaction

1 man/16cum/ day

compactor/plate

20cum/day material computation:

earthfill

1cum x 1.30 sf


0 cum lahar

difficulty factor =

1

labor cost computation: Labor = 1 Crew = 1 Wage per labor = 200 Per day capacity per man = 15 cum/day labor unit cost = Volume x diff factor x wage capacity =

(1)(1)(200) (1)(15)

= Labor cost =

13.33333333 php/cum - Php


(0)(1) (15)(1)(1)

Duration = Say=

0 Days 0 Days

Equipment computation volume = plate compactor =

0 cum rental per day capcity 500 15

= = Equipment cost =

33.33333333 php/cum 0 Php

total costequipment = cost + labor cost Volume (0+ 0) 0 total unit cost =

#DIV/0!

php/cum

const bid cost/unit -

crew 1

total bid cost

#DIV/0! #DIV/0! cum pcf #DIV/0! project cost 7.5% - proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%

bill of materials unit cost

amount

total

-

labor cost computation: 15.00

cum/day

15.00

cum/day cum/day

material computation: 1.3

cum/cum




#DIV/0!

0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0!

0.0% 0.0%


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs


#DIV/0!




NO. OF CHB

masonry works

5"chb non bearing wall ht below ffl description front right left rear porch plantbox partition stair steps ramp

total area

const bid cost/unit

below ffl chb 5"

masonry works qty

opening sqm

length m

-

depth m -

area sqm -

total bid cost

non load bearing

#DIV/0! #DIV/0! sqm pcf #DIV/0! project cost 7.5% 90.91 proj.supervision 5.00% #DIV/0! #DIV/0! constn facilities 2.50% #DIV/0! indirect eqpt 0.00% #DIV/0! sub con miscellaneous 0.00% #DIV/0! others 0.00% indirect cost 20% crew bonds s 0.00% 1 200.00 2 insurance s 0.00% 1 300.00 escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5% bill of materials qty unit unit cost amount bags 205.00 cum 500.00 pcs 8.00 pcs 115.00 kg 60.00 -

unit cost

qty:

0 m labor unit cost equipment unit cost material unit cost masonry 5"unit cost total cost duration crew labor mason equipment

description cement sand 5" chb 10 mm dia rsb #16 tie wire

summary project:

-

total

-

1.0 direct cost



#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 project supervision 2.2 construction facilities 2.3 indirect equipment 2.4 miscellaneous

3.0 other costs


#DIV/0! labor cost computation: laying 5" chb

6 sqm/man day

5.50 sqm/day

5.50 sqm/day

material computation: description 1.0 cement 2.0 sand 3.0 5" chb 4.0 10 mm dia rsb 5.0 #16 tie wire

class a 1bag/1.6 sqm 1cum/29.5 sqm 13pcs/sqm .5688 pcs/ sqm .014kg/sqm

1.60 19.51 0.08 1.76 71.43

sqm/bag sqm/cum sqm/pc sqm/pc sqm/kg

MANUAL COMPUTATION Area = CHB SIZE =

0 Sqm 5 in.

labor cost computation: Labor = 1 Skilled = 1 Crew = 2 Wage per labor = 200 Per day Wage per skilled = 300 Per day capacity per crew = 5.5 sqm/day labor unit cost = ( labor+skilled) capacity = labor unit cost = Labor cost = Duration =

=

(1)(200)+(1)(300) (5.5) 90.90909091 php/sqm - Php Area Capacity x crew (0) (5.5)(1)

Duration = 0 Days Say= 0 Days material computation: Area = 0 Sqm Cement factor: 1.6 sqm/bag Sand factor: 19.51 sqm/cum 5 in chb factor: 0.0769 sqm/pc 1o mm rsb factor 1.762 sqm/pc Tie wire factor : 71.428 sqm/kg Cement: (0)/(1.6) = 0 bags Sand: (0) / (19.51) = 0 cum 5 in chb: (0) / (0.0769) = 0 pcs 10 mm rsb : (0) /(1.762) = 0 pcs Tie wire : (0) / (71.428) Tie wire = 0 kg Total material cost = Material unit cost = Total cost: Labor cost + material cost

Total unit cost |:

- Php Labor cost + material cost Area #DIV/0!

php/sqm

unit cost 205

Cost -

500

-

8

-

115

-

60

#DIV/0!

#DIV/0!

masonry works 4"chb non bearing wall ht1stffl-2ndffl description front right left rear porch plantbox stair on fill

const bid cost/unit

1 st ffl to 2 nd ffl chb 4"

masonry works

unit cost qty 0 0 0 0 0 0

m opening sqm

length m 0 0 0 0 0 0

depth m 0 0 0 0 0 0

area sqm -

crew labor mason equipment

total area

-

#DIV/0! #DIV/0! sqm pcf #DIV/0! project cost 7.5% 90.91 proj.supervision 5.00% #DIV/0! #DIV/0! constn facilities 2.50% #DIV/0! indirect eqpt 0.00% #DIV/0! sub con miscellaneous 0.00% #DIV/0! others 0.00% indirect cost 20% crew bonds s 0.00% 1 200.00 2 insurance s 0.00% 1 300.00 escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5% bill of materials qty unit unit cost amount bags 205.00 cum 500.00 pcs 7.00 pcs 115.00 kg 60.00 qty:

labor unit cost equipment unit cost material unit cost masonry4"unit cost total cost duration


total bid cost

non load bearing

summary project:

-

total

-

1.0 direct cost



#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!


3.0 other costs


#DIV/0! labor cost computation: laying 5" chb

5.5 sqm/man day

5.50 sqm/day

5.50 sqm/day



2.40 29.50 0.08 1.76 71.43



0 Sqm 4 in.

labor cost computation: Labor = Skilled = Crew = Wage per labor = Wage per skilled = capacity per crew = labor unit cost = ( labor+skilled) capacity = labor unit cost = Labor cost = Duration =

=

1 1 2 200 Per day 300 Per day 5.5 sqm/day

(1)(200)+(1)(300) (5.5) 90.90909091 php/sqm - Php Area Capacity x crew (0) (5.5)(2)

Duration = Say=

0 Days 0 Days

material computation: Area = Cement factor: Sand factor: 4 in chb factor: 1o mm rsb factor Tie wire factor :

0 2.4 29.5 0.0769 1.762 71.428

Sqm sqm/bag sqm/cum sqm/pc sqm/pc sqm/kg

Cement: (0)/(2.4) = 0 bags Sand: (0) / (29.5) = 0 cum 5 in chb: (0) / (0.0769) = 0 pcs 10 mm rsb : (0) /(1.762) = 0 pcs Tie wire : (0) / (71.428) Tie wire = 0 kg Total material cost = Material unit cost = Total cost: Labor cost + material cost

Total unit cost |:


php/sqm

unit cost 205

Cost -

500

-

7

-

115

-

60

#DIV/0!

#DIV/0!

masonry works

2

masonry works 4"chb non bearing wall ht 2ndffl - 3rdffl description front left right rear balcony

nd

ffl to rb chb 4”

unit cost m qty

opening sqm

length m

depth m

area sqm -

-

labor unit cost equipment unit cost material unit cost masonry 4"unit cost total cost duration crew labor mason equipment

total area

-


laying 5" chb

175216638.xls.ms_officeMASONRY2ndffl_rb9/25/2013

description 1.0 cement 2.0 sand 3.0 4" chb 4.0 10 mm dia rsb 5.0 #16 tie wire


labor cost computation: Labor = Skilled = Crew = Wage per labor = Wage per skilled = capacity per crew = labor unit cost =

= labor unit cost = Labor cost = Duration =


= Duration = Say= material computation: Area = Cement factor: Sand factor: 4 in chb factor: 1o mm rsb factor Tie wire factor : Cement: = Sand: = 5 in chb: = 10 mm rsb : = Tie wire : Tie wire = Total material cost = Material unit cost = Total cost:

Total unit cost |:


const bid cost/unit non load bearing qty: 90.91

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

qty -

200.00 300.00

total bid cost

#DIV/0! #DIV/0! sqm pcf #DIV/0! project cost 7.5% - proj.supervision 5.00% #DIV/0! constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% crew bonds s 0.00% 2 insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%

bill of materials unit bags cum pcs pcs kg


2.0 project cost 2.1 2.2 2.3 2.4

3.0 other costs unit cost 205.00 500.00 7.00 115.00 60.00

amount -

4.0 indirect cost 4.1 4.2 4.3 4.5 4.6 4.7

total

-

labor cost computation: 5.5 sqm/man day

5.50 sqm/day


5.50 sqm/day

material computation: class a 1bag/1.6 sqm 1cum/29.5 sqm 13pcs/sqm .5688 pcs/ sqm .014kg/sqm

2.40 29.50 0.08 1.76 71.43

0 Sqm 4 in.

1 1 2 200 Per day 300 Per day 5.5 sqm/day ( labor+skilled) capacity (1)(200)+(1)(300) (5.5) 90.90909091 php/sqm - Php Area Capacity x crew



(0) (5.5)(2) 0 Days 0 Days

0 2.4 29.5 0.0769 1.762 71.428 (0)/(2.4) 0 (0) / (29.5) 0 (0) / (0.0769) 0 (0) /(1.762) 0 (0) / (71.428) 0


bags

unit cost 205

Cost

cum

500

-

pcs

7

-

pcs

115

-

kg

60

-

-

#DIV/0! Labor cost + material cost - Php Labor cost + material cost Area #DIV/0!

php/sqm





#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0!


#DIV/0!



masonry works

above rb

masonry works 4"chb non bearing wall ht RB -ROOF description front left right rear

unit cost m qty

opening sqm

length m

depth m

area sqm -

labor unit cost equipment unit cost material unit cost masonry 4"unit cost total cost duration crew labor mason equipment

total area

-


laying 5" chb

175216638.xls.ms_officeMASONRYabove rb9/25/2013






= Duration = Say= material computation: Area = Cement factor: Sand factor: 4 in chb factor: 1o mm rsb factor Tie wire factor : Cement: = Sand: = 5 in chb: = 10 mm rsb : = Tie wire : Tie wire = Total material cost = Material unit cost = Total cost:

Total unit cost |:


const bid cost/unit non load bearing qty: 90.91

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

qty -

200.00 300.00





2.1 2.2 2.3 2.4


2.0 project cost

3.0 other costs unit cost 205.00 500.00 7.00 115.00 60.00

total

amount -

-

labor cost computation: 5.5 sqm/man day

total bid cost

5.50 sqm/day



5.50 sqm/day

material computation: class a 1bag/1.6 sqm 1cum/29.5 sqm 13pcs/sqm .5688 pcs/ sqm .014kg/sqm

2.40 29.50 0.08 1.76 71.43


0 Sqm 4 in.

1 1 2 200 Per day 300 Per day 5.5 sqm/day ( labor+skilled) capacity (1)(200)+(1)(300) (5.5) 90.90909091 php/sqm - Php Area Capacity x crew


(0) (5.5)(2) 0 Days 0 Days

0 2.4 29.5 0.0769 1.762 71.428 (0)/(2.4) 0 (0) / (29.5) 0 (0) / (0.0769) 0 (0) /(1.762) 0 (0) / (71.428) 0


bags

unit cost 205

Cost

cum

500

-

pcs

7

-

pcs

115

-

kg

60

-

-

#DIV/0! Labor cost + material cost - Php Labor cost + material cost Area #DIV/0!

php/sqm


amount in pesos

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0!


#DIV/0!



1ST FFL – 2ND FFL 2ND FFL – 3RD FFL 3RD FFL – RB description

m m m qty

ground floor second floor attic floor

total area

opening sqm

length m -

depth m

area sqm -

-

-

laying 4" chb

175216638.xls.ms_officeMASONRYpartition9/25/2013


MANUAL COMPUTATION

labor cost computation:

Wa Wag capac la

la


Total m Mate

To


masonry works

partition 4"chb (ground & 2

nd

flr)

non load bearing

unit cost labor unit cost equipment unit cost material unit cost partition wall 4"chb unit cost total cost duration crew labor mason

qty: 90.91

-

sub con -

1 1

200.00 300.00

equipment



qty -

total bid cost

#DIV/0!

#DIV/0!

-

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

const bid cost/unit

sqm pcf #DIV/0! project cost 7.5% - proj.supervision 5.00% #DIV/0! constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% crew bonds s 0.00% 2 insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5% unit cost 205.00 500.00 7.00 115.00 60.00

total

-

labor cost computation: laying 4" chb

7.5 sqm/man day


amount -

5.50 sqm/day

5.50 sqm/day



2.40 29.50 0.08 1.76 71.43


0 Sqm 4 in.

labor cost computation: Labor = Skilled = Crew = Wage per labor = Wage per skilled = capacity per crew = labor unit cost = ( labor+skilled) capacity = labor unit cost = Labor cost = Duration =


(1)(200)+(1)(300) (5.5) 90.90909091 php/sqm - Php Area Capacity x crew



=

(0) (5.5)(2)

Duration = Say=

0 Days 0 Days

material computation: Area = Cement factor: Sand factor: 4 in chb factor: 1o mm rsb factor Tie wire factor :

0 2.4 29.5 0.0769 1.762 71.428


Cement: (0)/(2.4) = 0 bags Sand: (0) / (29.5) = 0 cum 5 in chb: (0) / (0.0769) = 0 pcs 10 mm rsb : (0) /(1.762) = 0 pcs Tie wire : (0) / (71.428) Tie wire = 0 kg Total material cost = Material unit cost = Total cost: Labor cost + material cost

Total unit cost |:



php/sqm

unit cost 205

Cost -

500

-

7

-

115

-

60

#DIV/0!




#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00 0.00 #DIV/0! 0.00

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs


#DIV/0!


#DIV/0!



Plastering

plastering grd floor

20

const bid cost/unit

ground floor

mm

20 class b mix

total area

m qty -

opening sqm -

length m -

depth m -

area sqm -

labor unit cost equipment unit cost material unit cost plastering unit cost total cost duration crew labor mason equipment

description cement sand

mm qty:

total bid cost

#DIV/0! #DIV/0! sqm pcf #DIV/0! project cost 7.5% 41.67 proj.supervision 5.00% #DIV/0! #DIV/0! constn facilities 2.50% #DIV/0! indirect eqpt 0.00% #DIV/0! sub con miscellaneous 0.00% #DIV/0! others 0.00% indirect cost 20% crew bonds s 0.00% 1 200.00 2 insurance s 0.00% 1 300.00 escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5% bill of materials qty unit unit cost amount bags 205.00 cum 500.00 -

unit cost wall ht1stffl-2ndffl description front right left rear porch plantbox stair on fill

summary project:

-

1.0 direct cost



-



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%



3.0 other costs


total

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50

#DIV/0!

#DIV/0! labor cost computation: plastering interior

16 sqm/man day

12.00 sqm/day

12.00 sqm/day

material computation: description 1.0 cement 2.0 sand

class a 1bag/2.778 sqm 1cum/50 sqm

0.36 0.02

bag/sqm cum/sqm

MANUAL COMPUTATION Area = Plastered thickness =

0 Sqm 20 mm

labor cost computation: Labor = 1 Skilled = 1 Crew = 2 Wage per labor = 200 Per day Wage per skilled = 300 Per day capacity per crew = 12 sqm/day labor unit cost = ( labor+skilled) capacity = labor unit cost = Labor cost = Duration =

=

(1)(200)+(1)(300) (12) 41.66666667 php/sqm - Php Area Capacity x crew (0) (12)(2)

Duration = Say=

0 Days 0 Days

material computation: Area = Cement factor: Sand factor:

Cement: = Sand: =

0 Sqm 0.36 bag/sqm 0.02 cum/sqm

(0) x(0.36) 0 bags (0) x (0.02) 0 cum

Total material cost = Material unit cost = Total cost: Labor cost + material cost

Total unit cost |:


php/sqm

unit cost 205

Cost -

500

-

#DIV/0!

#DIV/0!

plastering

plastering 2nd floor

second floor

20 mm

unit cost wall ht 2ndffl - attic ffl description front left right rear balcony

m qty

opening sqm -

-

length m -

depth m

area sqm -

#VALUE!

equipment -

total

#VALUE!

labor unit cost equipment unit cost material unit cost plastering unit cost total cost duration crew labor mason


plastering interior

175216638.xls.ms_officePLASTERINGsecond9/25/2013

description 1.0 cement 2.0 sand

MANUAL COMPUTATION Area = Plastered thickness =




= Duration = Say= material computation: Area = Cement factor: Sand factor:

Cement: = Sand: =

Total material cost = Material unit cost = Total cost:

Total unit cost |:


const bid cost/unit 20 class b mix 41.67

mm qty:

#VALUE!

#VALUE! #VALUE!

#VALUE! #VALUE!

#VALUE! #VALUE! sub con #VALUE! #VALUE! 1 1

qty #VALUE! #VALUE!

200.00 300.00

crew 2

bill of materials unit bags cum

total bid cost

#VALUE! #VALUE! sqm pcf #VALUE! project cost 7.5% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%


2.0 project cost 2.1 2.2 2.3 2.4

3.0 other costs unit cost 205.00 500.00

amount #VALUE! #VALUE!

4.0 indirect cost 4.1 4.2 4.3 4.5 4.6 4.7

total

#VALUE!

labor cost computation: 16sqm/man day

12.00 sqm/day


12.00 sqm/day

material computation: class a 1bag/2.778 sqm 1cum/50 sqm

#VALUE!

0.36 0.02

Sqm 20 mm

1 1 2 200 Per day 300 Per day 12 sqm/day ( labor+skilled) capacity (1)(200)+(1)(300) (12) 41.66666667 php/sqm #VALUE! Php Area Capacity x crew


bag/sqm cum/sqm

#VALUE! (12)(2) #VALUE! #VALUE!

Days Days

#VALUE!

Sqm 0.36 bag/sqm 0.02 cum/sqm

#VALUE! #VALUE! bags #VALUE! #VALUE! cum

unit cost 205

Cost #VALUE!

500

#VALUE!

#VALUE! #VALUE! Labor cost + material cost #VALUE! Php Labor cost + material cost Area #VALUE!

php/sqm



amount in pesos #VALUE! #VALUE! #VALUE!



#VALUE!

###### ###### ###### 0.00 ###### 72.50

pct wt. of total #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

5.0% 2.5% 0.0% 0.0% 7.5%


#VALUE! #VALUE!

0.0% 0.0%

#VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#VALUE!


#VALUE!



plastering partition

20 mm m

description

qty

front left right rear

total area

opening sqm -

-

length m -

depth m

area sqm -

-

plastering interior

175216638.xls.ms_officePLASTERINGaboverb9/25/2013


manual computation

plastered


wage wage p capacity labor

labor l



cem s

total mat materia

tota


plastering

above rb to roof unit cost labor unit cost equipment unit cost material unit cost above rb to roof total cost duration crew labor mason

const bid cost/unit 20 class b mix

mm qty: 41.67

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00

equipment


qty 0.00 0.00



unit cost 205.00 500.00

total

12sqm/man day


amount -

-

labor cost computation: plastering interior

total bid cost

12.00 sqm/day

12.00 sqm/day

material computation: description 1.0 cement 2.0 sand

class a 1bag/2.778 sqm 1cum/50 sqm

0.36 0.02

manual computation area = plastered thickness =

0 sqm 20 mm

labor cost computation: labor = 1 skilled = 1 crew = 2 wage per labor = 200 per day wage per skilled = 300 per day capacity per crew = 12 sqm/day labor unit cost = ( labor+skilled) capacity = labor unit cost = labor cost = duration =

(1)(200)+(1)(300) (12) 41.66666667 php/sqm - php area capacity x crew


bag/sqm cum/sqm

=

(0) (12)(2)

duration = say=

0 days 0 days

material computation: area = cement factor: sand factor:

cement: = sand: =

0 sqm 0.36 bag/sqm 0.02 cum/sqm

(0) x(0.36) 0 bags (0) x (0.02) 0 cum

total material cost = material unit cost = total cost: labor cost + material cost

total unit cost |:

- php labor cost + material cost area #DIV/0!


php/sqm

unit cost 205

cost -

500

-

#DIV/0!




#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00 0.00 #DIV/0! 0.00

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs


#DIV/0!


#DIV/0!



plastering

plastering partition

partition (ground & second flr)

20 mm

unit cost grnd floor

m description

ground floor second floor attic floor

qty

opening sqm -

length m -

-

depth m

area sqm #VALUE! -

-

labor unit cost equipment unit cost material unit cost partition wall 4"unit cost total cost duration crew labor mason equipment

total

#VALUE!


plastering interior

175216638.xls.ms_officePLASTERINGpartition9/25/2013


manual computation area = plastered thickness =

labor cost computation: labor = skilled = crew = wage per labor = wage per skilled = capacity per crew = labor unit cost =

= labor unit cost = labor cost = duration =


= duration = say= material computation: area = cement factor: sand factor:

cement: = sand: =

total material cost = material unit cost = total cost:

total unit cost |:


const bid cost/unit

second flr) class b mix 41.67

20 mm qty:

#VALUE!

#VALUE! #VALUE!

#VALUE! #VALUE!


qty #VALUE! #VALUE!

200.00 300.00

crew 2


total bid cost

#VALUE! #VALUE! sqm pcf #VALUE! project cost 7.5% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%



2.1 2.2 2.3 2.4


2.0 project cost


amount #VALUE! #VALUE!


total

#VALUE!

labor cost computation: 12sqm/man day

12.00 sqm/day


12.00 sqm/day

material computation: class a 1bag/2.778 sqm 1cum/50 sqm

0.36 0.02

#VALUE!

bag/sqm cum/sqm

sqm 20 mm

1 1 2 200 per day 300 per day 12 sqm/day ( labor+skilled) capacity (1)(200)+(1)(300) (12) 41.66666667 php/sqm #VALUE! php area capacity x crew


#VALUE! (12)(2) #VALUE! #VALUE!

days days

#VALUE!

sqm 0.36 bag/sqm 0.02 cum/sqm

#VALUE! #VALUE! bags #VALUE! #VALUE! cum

unit cost 205

cost #VALUE!

500

#VALUE!

#VALUE! #VALUE! labor cost + material cost #VALUE! php labor cost + material cost area #VALUE!

php/sqm


amount in pesos #VALUE! #VALUE! #VALUE! #VALUE!

###### ###### ###### 0.00 ###### 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#VALUE! #VALUE!

0.0% 0.0%

#VALUE! #VALUE!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#VALUE!


#VALUE!



painting works

latex interior side

3.0

unit cost description ground floor second floor stair partition (ground & second flr) slab ceiling total

area #VALUE!

#VALUE! #VALUE!

labor unit cost equipment unit cost material unit cost painting unit cost total cost duration crew labor labor

description latex paint flat latex paint semi gloss masonry neutralizer masonry putty sand paper 100 acri color stopa

16.67

coats qty:

#VALUE!

#VALUE! #VALUE!

#VALUE! #VALUE!

const bid cost/unit

total bid cost

#VALUE!

#VALUE! #VALUE!

sqm pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total


qty #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

200.00 300.00

crew 2.0

bill of materials unit gal gal gal gal m quart kgs

7.5%


5.00% 2.50% 0% 0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


0% 20% 0% 0% 0% 3% 5% 2% 10.0%

amount in pesos #VALUE! #VALUE! #VALUE!

###### ###### ###### 0.00 ###### #VALUE! 72.50

2.0 project cost #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

5.0% 2.5% 0.0% 0.0% 7.5%


#VALUE! #VALUE!

0.0% 0.0%

#VALUE! #VALUE!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


27.5% 3.0 other costs

unit cost 416.00 485.00 275.00 275.00 15.00 45.00 50.00

amount #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

total

#VALUE!


#VALUE! labor cost computation: latex/spreading rate wall preparation

1man/20sqm/day 1man/40sqm/day

0.40 mh/sqm 0.20 mh/sqm 0.60 mh/sqm

30 sqm/day

material computation: description masonry neutralizer latex paint masory putty sand paper

summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary summary

spreading rate .10lit/sqm 0.15 lit/sqm/coat 10sq m /gal 0.10sqm/sqm

miscellaneous

0.026 0.040 0.1 0.100

gal/sqm gal/sqm gal/sqm sqm/sqm


#VALUE!

painting works

latex exterior side 0 DESCRIPTION ground floor second floor above rb to roof firewall cladding TOTAL

AREA #VALUE! -

#VALUE!

CONST BID COST/unit 3.0

UNIT COST labor unit cost equipment unit cost material unit cost painting unit cost total cost duration crew labor labor

description latex paint flat latex paint semi gloss masonry neutralizer acrytex cast sand paper 100 acri color stopa

16.67

COATS qty:

#VALUE!

#VALUE! #VALUE!

#VALUE! #VALUE!

#VALUE! SQM PCF Project cost Proj.Supervision Constn Facilities Indirect Eqpt Miscellaneous Others Indirect Cost Bonds s Insurance s Escalation Cost of Money Contingencies Contractor Tax Profit Total


qty #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

200.00 300.00

crew 2.0

bill of materials unit gal gal gal gal M quart kgs

TOTAL BID COST

SUMMARY

#VALUE! #VALUE!

PROJECT:

7.5%

1.0 DIRECT COST 5.00% 2.50% 0% 0%

1.1 1.2 1.3 1.4

Labor Direct Equipment Materials Subcontract

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

AMOUNT IN PESOS #VALUE! #VALUE! #VALUE! 0.00 #VALUE!

2.0 PROJECT COST 2.1 2.2 2.3 2.4

Project Supervision Construction Facilities Indirect Equipment Miscellaneous

3.0 OTHER COSTS amount #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

total

#VALUE!


5.0% 2.5% 0.0% 0.0% 7.5%


#VALUE! #VALUE!

0.0% 0.0%

#VALUE! #VALUE!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


4.0 INDIRECT COST 4.1 Bonds 4.2 Insurance 4.3 Escalation Cost of Money 4.5 Contingencies 4.6 Contractor's Tax 4.7 Profit

#VALUE!


0.40 MH/sqm 0.20 MH/sqm 0.60 MH/sqm

30 SQM/DAY

material computation: description masonry neutralizer latex paint Acrytex cast sand paper

spreading rate .10lit/sqm 0.15 lit/sqm/coat 10sq m /gal 0.10sqm/sqm

0.026 0.040 0.1 0.100

gal/sqm gal/sqm gal/sqm sqm/sqm

PCT WT. OF TOTAL #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

27.5%

unit cost 416.00 485.00 275.00 400.00 15.00 45.00 50.00

labor cost computation: LATEX/spreading rate WALL preparation

###### ###### ###### ###### 72.50

#VALUE!

const bid cost/unit

painting works

boysen acrytex (firewall)

2.0

unit cost description

area

Rear Right Left

-

total

-

sqm

labor unit cost equipment unit cost material unit cost painting unit cost total cost duration crew labor labor

description acrytex primer acrytex cast acrytex top coat masonry neutralizer sand paper acri color acrytex reducer

#DIV/0!

coats qty: 50.00

0.00 -

-

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

sub con -

1 1

qty 0 0.00 0.00 0.00 0 0 0

crew 2.0

200.00 300.00

bill of materials unit gal gal gal gal sq ft quart gal

unit cost 610.00 400.00 765.00 275.00 15 45 345

total

labor cost computation: acreytex primer acreytex cast acreytex top coat

175216638.xls.ms_officeACRYTEX_firewall9/25/2013

0.266666667 0.266666667 0.266666667 0.8

1.25 10

material computation: description acreytex primer acreytex cast acreytex top coat

spreading rate 30 sq m / coat / gal 12 sq m / coat / gal 25 sq m / coat / gal

MANUAL COMPUTATION Area = no. of coats = Paint type =

0 Sqm 0 coats Masonry latex

labor cost computation: Labor = 1 Skilled = 1 Crew = 2 Wage per labor = 200 Per day Wage per skilled = 300 Per day capacity per crew = 10 sqm/day labor unit cost = ( labor+skilled) capacity = labor unit cost = Labor cost = Duration =


(1)(200)+(1)(300) (10) 50 php/sqm - Php Area Capacity x crew

0.033 0.083 0.040

=

(0) (10)(2)

Duration = Say=

0 Days 0 Days

material computation: Area = 0 Sqm 'latex paint 0.083333333 gal/sqm Masonry neutralizer 0.033333333 gal/sqm Patching compound 0.04 gal/sqm Sand paper 0 Acri color 0.020833333 quart/coat Stopa 0.1 kg/sqm 'latex (0) x(0.0833333333333333)(0) paint = 0 gal Masonry neutralizer (0) x (0.0333333333333333) = 0 gal Patching compound (0.04)(0) = 0 kg Sand paper (0)(0) = 0 Pc Acri (0.0208333333333333)(0)(0) color = 0 quart Stopa (0.1)(0) = 0 kg Total material cost = Material unit cost = Total cost: Labor cost + material cost

Total unit cost |:



php/sqm

0

unit cost 610 400 765 275 15 45

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0!

summary project:

sqm pcf #DIV/0! project cost 7.5% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0% miscellaneous 0% 0% others indirect cost 20% bonds s 0% insurance s 0% escalation 0% cost of money 3% contingencies 5% contractor tax 2% profit 10.0% total 27.5%

1.0 direct cost



2.1 2.2 2.3 2.4


amount -

total

P-


5.0% 2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0!

0.0% 0.0%


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

#DIV/0!

2.0 project cost

3.0 other costs unit cost 610.00 400.00 765.00 275.00 15 45 345

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50


#DIV/0!

mh/sqm mh/sqm mh/sqm mh / sq m


sq m /hr sqm/day

gal/sqm gal/sqm gal/sqm


Cost #DIV/0!








painting works

const bid cost/unit

boysen acrytex (door) UNIT COST labor unit cost equipment unit cost material unit cost painting unit cost total cost duration crew labor painter

qty: 20.00 0.00 #DIV/0! #DIV/0! #DIV/0! sub con #DIV/0! 0.00

1

equipment

500

description acrytex primer acrytex cast acrytex reducer acrytex topcoat acrytex color sanding paper #120 stopa

qty -

300.00

#DIV/0! Sqm pcf Project cost 0.00 Proj.Supervision #DIV/0! Constn Facilities Indirect Eqpt Miscellaneous Others Indirect Cost crew Bonds s 1.0 Insurance s Escalation Cost of Money Contingencies Contractor Tax Profit Total

total bid cost

SUMMARY

#DIV/0! #DIV/0!

PROJECT:

0.00

7.5%

1.0 DIRECT COST 5.00% 2.50% 0% 0%

1.1 1.2 1.3 1.4


0% 20% 0% 0% 0% 3% 5% 2% 10.0%

unit cost 610.00 400.00 345.00 765.00 45.00 10.00 50.00 total

labor cost computation: Primer Putty Sanding Primer Sanding Top coat LABOR total hours

1.00 1.50 1.50 0.50 1.50 1.00 7.00

2.1 2.2 2.3 2.4


labor EQUIPMENT

15.00 sqm PER 8 hours sqm PER days

material computation: description Acrytex primer Acrytex cast Acrytex reducer Acrytex topcoat Sanding paper #150 Stopa

0.050 0.100 0.020 0.040 2.000 0.100

Miscellaneous

gal/Sqm gal/Sqm gal/Sqm gal/Sqm pc/sqm kgs/ sqm

PCT WT. OF TOTAL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


27.5%

amount -


#DIV/0!

Hr Hr Hr Hr Hr Hr

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

2.0 PROJECT COST

3.0 OTHER COSTS bill of materials unit gal gal gal gal ¼ quart pcs kg

AMOUNT IN PESOS 0.00 0.00 #DIV/0! 0.00 #DIV/0!

#DIV/0!

doors pannel, upvc & flush dr unit cost

item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

description 2100 x 800 molded door 2100 x 900 steel door & jamb 2100 x 700 steel door & jamb 2100 x 800 molded door 2100 x 700 sld door 2100 x 600 upvc door 2100 x 900 steel door sld 2100 x 700 sld Double sliding door 2.10 x 0.70 steel door jamb entrance set-yale cbca5057 us5 yale lever type l6267 et us5 yale-heavy duty chain bolt foot bolt knobs ( faultless ) knobs ( amerilock ) railings us hanger stanley door lock lock wood FLUSH BOLT dead bolt hinges

qty

unit sets sets sets sets sets sets sets sets sets

0

pcs pcs

0

pcs

unit cost 2,700.00 4,200.00 4,200.00 1,300.00 4,200.00 1,350.00 5,000.00 4,200.00 9,950.00 750.00 3,899.75 1,099.75 899.75 360.00 360.00 520.00 150.00 1,500.00 450.00 1,350.00 240.00 320.00 25.00 area ENAMEL ACRYTEX

Lb

entrance set-yale DH5522 US5 DH5588 US5 railings us 6' 8' 10' 12' pateco door

3800 3049

pannel &upvc

Area -

qty

500.00

#DIV/0! sub con

#DIV/0! #DIV/0! #DIV/0! -

crew labor

1 1

carpenter

200.00 300.00

-

0 0 0

const bid cost/unit total bid cost #DIV/0! #DIV/0! unit pcf #DIV/0! project cost 7.5% proj.supervision 5.00% #DIV/0! constn facilities 2.50% indirect eqpt 0% miscellaneous 0% others 0% crew indirect cost 20% 1.0 bonds s 0% insurance s 0% escalation 0% cost of money 3% contingencies 5% contractor tax 2% profit 10.0% total 27.5%

summary project:

0.00

labor unit cost equipment unit cost material unit cost door unit cost total cost duration

description 2100 x 800 molded door 2100 x 900 steel door & jamb 2100 x 700 steel door & jamb 2100 x 800 molded door 2100 x 700 sld door 2100 x 600 upvc door 2100 x 900 steel door sld 2100 x 700 sld Double sliding door 2.10 x 0.70 steel door jamb entrance set-yale cbca5057 us5 yale lever type l6267 et us5 yale-heavy duty chain bolt foot bolt knobs ( faultless ) knobs ( amerilock ) railings us hanger stanley door lock lock wood FLUSH BOLT dead bolt hinges

960 1280 1600 1920 5500

bill of materials unit sets sets sets sets sets sets sets sets sets

qty -

pcs pcs pcs pcs pcs pcs pcs pcs pcs

total

1 unit/day

1 unit/day

MANUAL COMPUTATION DOOR QTY

0 unit

labor cost computation: Labor = 1 Skilled = 1 Crew = 1 Wage per labor = 200 Per day Wage per skilled = 300 Per day capacity per crew = 1 unit/day labor unit cost = ( labor+skilled) capacity = (1)(200)+(1)(300) (1) 500 php/unit - Php

labor unit cost = Labor cost = Duration =

=

qty Capacity x crew (0) (1)(1)

Duration = Say= material computation: door with jamb (2.10 x 0.90) Deadbolt Yale (knobs) Mat'l unit cost = labor unit cost = Total unit cost=

4200 240 520 4960 500 5460 /set

0 Days 0 Days

Flush door (2.10 x 0.80) Amerilock Mat'l unit cost = labor unit cost = Total unit cost=

1300 150 1450 500 1950 /set

door with jamb (2.10 x 0.70) Deadbolt Yale (knobs) Mat'l unit cost = labor unit cost = Total unit cost=

4200 240 520 4960 500 5460 /set

pvc door (2.10 x 0.60)1350 Mat'l unit cost = 1350 labor unit cost = 500 Total unit cost= 1850 /set

amount in pesos 1.1 labor 1.2 direct equipment 1.3 materials 1.4 subcontract

2.1 2.2 2.3 2.4


amount P-

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost

3.0 other costs unit cost 2,700.00 4,200.00 4,200.00 1,300.00 4,200.00 1,350.00 5,000.00 4,200.00 9,950.00 750.00 3,899.75 1,099.75 899.75 360.00 360.00 520.00 150.00 1,500.00 450.00 1,350.00 240.00 320.00 25.00 -



1.0 direct cost


#DIV/0!

#DIV/0!

window

sliding glass analok description 2.4 1.8 1.2 0.6 0.6 1.2 1.8

qty 2.6 1.5 0.7 1.2 0.6 1.2 1.2

area

area sqft 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00

unit

unitcost

set/s set/s set/s set/s set/s set/s set/s

300.00 300.00 300.00 300.00 300.00 300.00 300.00

amount -

labor unit cost equipment unit cost material unit cost window unit cost total cost duration crew labor

#DIV/0! #DIV/0! 1 1

carpenter equipment

bill description

qty

labor co install

175216638.xls.ms_officesliding glass analok9/25/2013

materia

MANUAL COMPUTATION Area =

0

Glass type =

window

Sub con


Area = Unit cost per sqft =

#DIV/0!

-

total cost =

#DIV/0!

const bid cost/unit #DIV/0! qty:

total bid cost -

0.00

#DIV/0! #DIV/0! sub con

200.00 300.00

sqft pcf project cost 7.5% - proj.supervision #DIV/0! constn facilities indirect eqpt #DIV/0! miscellaneous others 0% indirect cost 20% crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total

summary project:

#DIV/0! 1.0 direct cost 5.00% 2.50% 0% 0%

0% 0%


2.1 2.2 2.3 2.4


2.0 project cost

0% 3% 5% 2% 10.0% 27.5%


1.1 1.2 1.3 1.4

3.0 other costs unit cost

amount 4.0 indirect cost

P-

total

labor cost computation: 35 sqft/day


4.1 bonds 4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit

35 sqft/day


Sq ft


amount in pesos 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 72.50

0.00 0.00 0.00 0.00 0.00

5.0% 2.5% 0.0% 0.0% 7.5%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


-



#DIV/0!


steel casement windows

window steel casement

description Length 1.2 1.8 1.2 0.6 0.6

qty

unit

Depth

area sqft

1.2 1.2 0.7 1.2 0.6

0.00 0.00 0.00 0.00 0.00

set/s set/s set/s set/s set/s

area

0.00

unitcost

140.00 140.00 140.00 140.00 140.00

amount

-

labor unit cost equipment unit cost material unit cost steel casement unit cost total cost duration crew labor carpenter equipment

description

175216638.xls.ms_officewindows steel casement9/25/2013

MANUAL COMPUTATION Area = Glass type = Sub con Area = Unit cost per sqft = total cost =


qty: 14.29

-

1 1

total bid cost

#DIV/0!

#DIV/0!

0.00


#DIV/0! #DIV/0!

const bid cost/unit

200.00 300.00

sqft pcf project cost 7.5% - proj.supervision #DIV/0! constn facilities indirect eqpt #DIV/0! miscellaneous others 0% indirect cost 20% crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total


5.00% 2.50% 0% 0%

0% 0%

unit

2.0 project cost

0% 3% 5% 2% 10.0%

2.1 2.2 2.3 2.4

27.5%


1.1 1.2 1.3 1.4


amount 4.0 indirect cost 4.1 4.2 4.3

P-

total

labor cost computation: install


35 sqft/day

4.5 4.6 4.7

35 sqft/day


0 Sq ft window steel casement

#DIV/0! #DIV/0!


amount in pesos



0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 72.50


0.00 0.00 0.00 0.00 0.00

5.0% 2.5% 0.0% 0.0% 7.5%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%



-


#DIV/0!


description

area 0.00 0.00

unit

unitcost

sqft

35.00 total

amount -

description

installation

MANUAL COMPUTATION

G Sub con

Unit co

window glass

const bid cost/uni

window glass 1/8" smoked

#DIV/0! qty:

labor unit cost equipment unit cost material unit cost glass unit cost total cost duration crew labor glass fitter


#DIV/0! -

0.00 #DIV/0! #DIV/0!

1 1

200.00 300.00

crew 1.0

equipment

description


qty

unit cost

total

labor cost computation: installation

85

85


MANUAL COMPUTATION Area =

0 Sq ft

Glasswindow type = glass 1/8" smoked Sub con Area = Unit cost per sqft =

#DIV/0!

-

total cost =

#DIV/0!

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0!

sqft pcf project cost 7.5% proj.supervision constn facilities indirect eqpt miscellaneous others 0% indirect cost 20% bonds s insurance s escalation cost of money contingencies contractor tax profit total 27.5%


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

bill of materials

1.1 1.2 1.3 1.4

2.0 project cost 2.1 2.2 2.3 2.4


amount 4.0 indirect cost 4.1 4.2 4.3 4.5 4.6 4.7 P-

labor cost computation: sqft/day

sqft/day


amount in pesos



0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 72.50


0.00 0.00 0.00 0.00 0.00

5.0% 2.5% 0.0% 0.0% 7.5%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%



-

#DIV/0!

painting works

roof paint UNIT COST DESCRIPTION roof

AREA qty: -

TOTAL

-

labor unit cost equipment unit cost material unit cost painting unit cost total cost duration crew labor painter

description roof guard boysen

const bid cost/unit 2.0

COATS qty:

total bid cost

#DIV/0! SQM PCF Project cost 7.5% 16.67 Proj.Supervision #DIV/0! #DIV/0! Constn Facilities #DIV/0! Indirect Eqpt #DIV/0! sub con Miscellaneuos #DIV/0! Others 0% Indirect Cost 20% crew Bonds s 1 200.00 1.0 Insurance s 1 300.00 Escalation Cost of Money Contingecies Contractor Tax Profit Total 27.5% bill of materials qty unit unit cost 0 gal 540.00 0.00

SUMMARY

#DIV/0! #DIV/0!

PROJECT: 1.0 DIRECT COST 5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

AMOUNT IN PESOS 1.1 1.2 1.3 1.4


0.00 0.00


#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0! 0.00

2.0 PROJECT COST 2.1 2.2 2.3 2.4


3.0 OTHER COSTS amount 4.0 INDIRECT COST

total

P-

labor cost computation: spreading rate

1man/30sqm/day

0.40 MH/sqm MH/sqm

30.00

material computation: description

spreading rate

paint

0.15 lit/sqm/coat

0.040 gal/sqm

4.1 4.2 4.3 4.4 4.5 4.6 4.7

Bonds Insurance Escalation Cost of Money Contigencies Contractor's Tax Profit

#DIV/0!

#DIV/0!

roofing

CONST BID COST/unit

corrugated gi sheet ga 26 UNIT COST

qty:

labor unit cost equipment unit cost material unit cost corr. gi sheet total cost duration

50.00

0.00 -

#N/A #N/A #N/A #N/A

#N/A

sub con -

crew labor carpenter

1 1

200.00 300.00

crew 2.0

equipment

Bill of Materials description corr gi sheet ga# 26 corr gi sheet ga# 26 corr gi sheet ga# 26 fab gi ridge roll ga# 26 fab gi gutter ga # 26 fab gi valley gutter ga # 26 fab gi end flashing ga # 26 tekscrew stainless gutter 8 ft sleeves 3" dia rivets silicon

unit length 7 lft 6 lft 7 lft 8 lft 8 lft 8 lft 8 lft

7 6 8 8 8 8 8 2 1/2

qty

#N/A -

unit

TOTAL BID COST

#N/A #N/A sqm PCF #N/A Project cost 7.5% Proj.Supervision 5.00% Constn Facilities 2.50% Indirect Eqpt 0% Miscellaneuos 0% Others 0% Indirect Cost 20% Bonds s 0% Insurance s 0% Escalation 0% Cost of Money 3% Contingecies 5% Contractor Tax 2% Profit 10.0% Total 27.5% unit cost amount

pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs tube

231.00 198.00 264.00 140.00 130.00 160.00 160.00 1.85 1,200.00 50.00 0.50 120.00

#N/A -

SUMMARY PROJECT: purlin sp.= 1.0 DIRECT COST

AMOUNT IN PESOS 1.1 Labor 1.2 Direct Equipment 1.3 Materials 1.4 Subcontract

0.00 0.00 #N/A 0.00 #N/A

2.1 Project Supervision 2.2 Construction Facilities 2.3 Indirect Equipment 2.4 Miscellaneous

72.50

PCT WT. OF TOTAL #N/A #N/A #N/A #N/A #N/A

3.0 OTHER COSTS

#N/A #N/A #N/A #N/A #N/A

5.0% 2.5% 0.0% 0.0% 7.5%


0.60

Purlin length 0.00

-

area 1 (sqm) -

0.00

Area

-

Qty

area 1 (sqm) -

0.00

-

area 1 (sqm) -

#N/A #N/A

0.0% 0.0%

#N/A #N/A

0.00

#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

4.0 INDIRECT COST 4.1 4.2 4.3 4.4 4.5 4.6 4.7

Bonds Insurance Escalation Cost of Money Contigencies Contractor's Tax Profit

#N/A total

#N/A #N/A #N/A #N/A

rectangular area 1 (left dk) height (m) width (m)

6' 1.8


2.0 PROJECT COST

#N/A



rectangular area 2 height (m) width (m)



#N/A

labor cost computation: installation

10 SQM/day

10 SQM/day

triangular area 1(front) height (m) width (m)

triangular area 2 (rear) height (m) width (m)

material computation: no. of rivets per sheet 6' 7' 8' 9' 10' 12'

14 18 18 22 22 26

PURLIN LENGTH

TOTAL AREA

0

0

triangular area 3 (left dk) height (m) width (m)

triangular area 4 (right dk) height (m) width (m)

trapezoidal 1 (left) height (m) width short (m)

width long (m)

trapezoidal 2 (right) height (m) width short (m)

width long (m)

trapezoidal 3 (front dk) height (m) width short (m)

width long (m)

trapezoidal 4 (rear dk) height (m) width short (m)

width long (m)

triangular area 5 (front) height (m) width (m)

triangular area 6 (left) height (m) width (m)

triangular area 7 (right) height (m) width (m)






LENGTH OF GI (m) /PC 7' 8' 9' 10' 2.1

2.4

2.7

3

12'

no of pcs

3.6

0

roofing

.4 mm

s-tile roof

const bid cost/unit

long span qty:

labor unit cost equipment unit cost material unit cost roofing unit cost total cost duration crew labor carpenter

0.00

100.00

#N/A

#N/A

#N/A sub con

#N/A

#N/A 1 1

crew 1.0

200.00 300.00

equipment

description style roof tekscrew gutter spanish fab .4mm x .457 m x 8 ft ridge roll .4mm x .6 m x 8 ft valley gutter fab .4mm x .457 m x 8 ft end flashing fab 4mm x .305 m x 8 ft side wall flashing fab 4mm x .305 m x 8 ft stainless gutter sleeves 3" dia concrete nail 1" touch up paint silicon rivets

#N/A sqm pcf project cost - proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

bill of materials qty unit #N/A #N/A #N/A #N/A #N/A #N/A

-

unit cost

sqm pcs pcs pcs pcs pcs pcs pcs pcs kg gal tube pcs

175216638.xls.ms_officeSTYLE ROOF9/25/2013

#N/A #N/A 7.50% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% amount

308.00 1.85 340.00 337.00 340.00 340.00 170.00 1,200.00 50.00 75.00 515.00 120.00 0.50 total


total bid cost

#N/A #N/A #N/A #N/A #N/A #N/A #N/A

installation

5 sqm/man day

5 sqm/day

5 sqm/day

material computation: see roofing sheet


miscellaneous







09/23/98

a b c d e f g h i j k l m o

fy e

6.0 6.0 6.0 6.0 #VALUE! #VALUE! 1.2 6.0 0.7 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

trial section a 1.77 asep TRUE w

designation c 75 x 6.9 xc

yc

1.39 bstress

computation: 123.60 design loads: 1.dead loads wt of roofing


length of front side length of letf side length of right side length of right side spacing between purlins spacing between truss height of truss length of truss length of eaves weight of roofing weight of wood ll p slope arctan angle yeild strength of steel modulus of elasticity c purlins h 75

l / 180 ##### ##### #####

2.live loads

mm mm < mm <

3.wind loads design winds: #VALUE! #VALUE!

safe safe normal loads:

tangential loads: d+l

load case # 1

.75(d+l+w)

load casse # 2 mn=wn(l)/8 moments:

mn=wt(l)2/8 load case # 1

load case # 2


flexural strength:

#VALUE!

load case # 1

#VALUE! fbx = fby = #VALUE!

load case # 2

#VALUE! fbx = fy= fby = 2.86

check if compact section

10.795 b/2tf =

170/(fy)1/2 =

fbx=0.66fy fby=0.60fy

b/2tf < 170/sqrt(fy) #VALUE! #VALUE!

#VALUE!

check interaction equation load case # 1

load case # 2

check deflection:


#VALUE!

allow. deflection = l/180

yn=5wnl4/384eix yt=5wtl4/384eiy





#N/A 0.00 #N/A #N/A

#N/A #N/A #N/A 72.50

pct wt. of total #N/A #N/A #N/A #N/A #N/A

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

purlin sp.=

0.30

Purlin length 0.00

Area -

0.00

-

0.00

-


5.0% 2.5% 0.0% 0.0% 7.5%


#N/A #N/A

0.0% 0.0%

#N/A #N/A

0.00

-


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00

-

0.00

-

0.00

-

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


#N/A


#N/A


0.00

-

0.00

-

0.00

-

0.00

-

0.00

-

0.00

-

0.00

-


0.00

-

0.00

-

0.00

-

0.00

-

0.00

-

0.00

-

0.00

-

0.00

-

0.00

Purlin length


=

0

-





h of front side h of letf side h of right side h of right side ing between purlins ing between truss ht of truss h of truss h of eaves ht of roofing ht of wood

m m m m m m m m m kpa cum pa pa

< or =30sqm height of roof<6 m

strength of steel ulus of elasticity

mt=wt*l2/32 mt=wt*l2/90

*mid sag rods *third point sag rods

mpa gpa

b

tw 40

tf 5.0

a 7.0

dl

#VALUE!

kpa

ll

#VALUE!

kpa


w 8.82

xc 6.90

yc 1.28

0.00

wl

#VALUE!

kpa

wn dln = lln = wln =

#VALUE! #VALUE! #VALUE!

n/m n/m n/m

dlt = lln =

#VALUE! #VALUE!

n/m n/m

wn = wt =

#VALUE! #VALUE!

n/m n/m

wn = wt =

#VALUE! #VALUE!

n/m n/m

2 mn=

#VALUE!

n-m

mt=

#VALUE!

n-m

mn=

#VALUE!

mt=

#VALUE!

wt(l)2/8


mpa mpa

mpa mpa

#VALUE!

< 170/sqrt(fy) compact!!! mpa mpa

< 1.0 safe

< 1.0 safe

load case #1 critical

54.59815003 #VALUE!

mm


#VALUE!

mm

<

#VALUE!

#VALUE!

mm

<

#VALUE!

81


roof estimates long span sheets project:

Qty

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -


long span puyat r span. effective length (m) effective width (m) 1.07














area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -










width long (m)



width long (m)


width long (m)




area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -

area 1 (sqm) -


width long (m)


















area 1 (sqm) -

Area =

- sqm











long spanpuyat steel style purlin spacing (m) steel purlins 0.30

no of pcs sheets 0.00

tekscrew per width length (pcs) 2

total tekscrew pcs 0.00

purlin spacing (m) steel purlins 0.30
























tile span elite tile span maxi

r - span 1220

r - span 916

super r - span

mega r - span

multi r - span

corspan 915


thickness mm

0.4 0.4 0.5 0.6 0.4 0.5 0.6 0.4 0.5 0.6 0.4 0.5 0.6 0.4 0.5 0.6 0.3 0.4 0.5 0.6 0.3 0.4 0.5

effective width m

1.077 1.077 1.077 1.077 1.074 1.074 1.074 1.074 1.074 1.074 1.05 1.05 1.05 0.67 0.67 0.67 1 1 1 1 0.998 0.998 0.998





corspan 915

mega clad purlin spacing (m) steel purlins 0.30



total tekscrew pcs 0.00 madrid tile roof






















0.6 0.3 0.4 0.5 0.6 0.4 0.5 0.6

0.998 0.998 0.998 0.998 0.998 1 1 1

0.4 0.5 0.6

0.71 0.71 0.71















































purlins spacing

0.30 0.35 0.35 0.35 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 *

sheet cost/lm

434.65 402.45 461.59 536.47 210.27

326

332.79

215.62

221.73

208.2


0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 *

290.05

0.30 0.30 0.30

355.74
























a

6.0

length of front side

b c d

6.0 6.0 6.0

length of letf side length of right side length of right side

e f g h i j k l m o

#VALUE! #VALUE! 1.2 6.0 0.65 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

e trial section

#VALUE! b (mm) #VALUE!

computation: design loads: 1.dead loads wt of roofing


spacing between purlins spacing between truss height of truss length of truss length of eaves weight of roofing weight of wood ll p slope arctan angle yeild strength of steel modulus of elasticity d (mm) #VALUE!

2.live loads

3.wind loads design winds:

normal loads:

tangential loads:

load case # 1

load casse # 2

d+l

.75(d+l+w)

moments: load case # 1

mn=wn(l)/8

mn=wt(l)2/8








ix

iy 75.30

sx 12.20

20.10

sy asep bstress 4.50 TRUE


bstress




m

design of purlins

m m m

name of building purlin designation

m m m m m kpa cum pa pa

< or =30sqm height of roof<6 m

specifications:

slope of roofing spacing of truss spacing of purlins weight of roofing other vertical loads wind load (normal projection) properties of wood:

mpa gpa

suggested section:

result:

dl

#####

kpa


moment

shear ll

#####

kpa flexural stress

wl

#####

kpa

shear stress


##### ##### #####

n/m n/m n/m

dlt = lln =

##### #####

n/m n/m

wn = wt =

##### #####

n/m n/m

wn = wt =

##### #####

n/m n/m

deflection

2 mn=

#####

n-m

mt=

#####

n-m

load case # 2 mn=


#######

n-m

shear: load case # 1

load casse # 2

mt=

#######

n-m

vn=

#######

n

vt=

#######

n

vn=

#######

n

vt=

#######

n

fn =

####### mpa

ft = fb=

####### mpa ####### < ##### ok?

fn =

####### mpa

ft = fb= .:load case #2 is more critical

####### mpa ####### < ##### ok?

flexural strength: load case # 1

load case # 2


shear strength load case # 1

vn=3*vn/2bd vn= vt=3*vn/2bd


####### mpa









09/23/98 : :

sample p-1

: : : : : :

type tanguile

w

0.40 1.20 0.60 77.00 800.00 603.00

fb 3.60

fv 13.10

m m pa pa pa

e 1.03

b (mm) d (mm) 50.00 50.00

case# 1 dl+ll

governs


8.62

desig

h

b

w 175 x 40.2 w 150 x 31.5 w 150 x 21.1

175 150 150

175 150 100

w 150 x 14.0 w 125 x 23.8 w 125 x 13.2 w 100 x 17.2 w 100 x 9.3 i 200 x 50.4 i 200 x 26.0 i 180 x 23.6 i 150 x 36.2 i 150 x 17.1 i 100 x 16.1 i 100 x 12.9 c 180 x 21.4 c 150 x 24.0 c 150 x 18.6 c 125 x 13.4 c 100 x 9.4 c 75 x 6.9 lz 255x90x25x4.7 lz 255x90x25x4.5 lz 255x90x25x4.3 lz 255x90x25x4.0 lz 255x90x25x3.2

150 125 125 100 100 200 200 180 150 150 125 100 180 150 150 125 100 75 255 255 255 255 255

75 125 60 100 50 150 100 100 125 75 75 75 75 75 75 65 50 40 90 90 90 90 90

mn= ###### n-m

mt= #VALUE! n-m

vn= ###### n-m

vt= #VALUE! n-m

fb= ###### mpa

fv= ###### mpa

y actual= ###### mm

< fb= #VALUE! mpa safe

<

fv=

1.03 mpa safe

y allow= l / 180 < y allow= #VALUE! mm


safe

lz 255x90x25x2.9 lz 220x75x25x4.7 lz 220x75x25x4.5 lz 220x75x25x4.3 lz 220x75x25x4.0 lz 220x75x25x3.2 lz 220x75x25x2.9 lz 220x75x25x2.6 lz 220x75x25x2.3 lz 200x75x25x4.0 lz 200x75x25x3.2 lz 200x75x20x4.0 lz 200x75x20x3.2 lz 200x70x20x4.7 lz 200x70x20x4.5 lz 200x70x20x4.3 lz 200x70x20x4.0 lz 200x70x20x3.2 lz 200x70x20x2.9 lz 200x70x20x2.6 lz 200x70x20x2.3 lz 200x70x20x2.0 lz 200x70x20x1.8 lz 200x70x20x1.6 lz 185x50x20x3.2 lz 185x50x20x2.3 lz 185x50x20x2.0 lz 175x50x20x4.3 lz 175x50x20x4.0 lz 175x50x20x3.2 lz 175x50x20x2.9 lz 175x50x20x2.6 lz 175x50x20x2.3 lz 175x50x20x2.0 lz 175x50x20x1.8 lz 175x50x20x1.6 lz 150x75x25x4.0

255 220 220 220 220 220 220 220 220 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 185 185 185 175 175 175 175 175 175 175 175 175 150

90 75 75 75 75 75 75 75 75 75 75 75 75 70 70 70 70 70 70 70 70 70 70 70 50 50 50 50 50 50 50 50 50 50 50 50 75



lc 200x75x20x3.2 lc 200x70x20x4.7 lc 200x70x20x4.5 lc 200x70x20x4.3 lc 200x70x20x4.0 lc 200x70x20x3.2 lc 200x70x20x2.9 lc 200x70x20x2.6 lc 200x70x20x2.3 lc 200x70x20x2.0 lc 200x70x20x1.8 lc 200x70x20x1.6 lc 185x50x20x3.2 lc 185x50x20x2.3 lc 185x50x20x2.0 lc 175x50x20x4.3 lc 175x50x20x4.0 lc 175x50x20x3.2 lc 175x50x20x2.9


lc 175x50x20x2.6 lc 175x50x20x2.3 lc 175x50x20x2.0 lc 175x50x20x1.8 lc 175x50x20x1.6 lc 150x75x25x4.0 lc 150x75x25x3.2 lc 150x75x20x4.0 lc 150x75x20x3.2 lc 150x65x20x4.0 lc 150x65x20x3.2 lc 150x65x20x2.3 lc 150x50x20x3.2 lc 150x50x20x2.3 lc 150x50x18x4.3 lc 150x50x18x4.0 lc 150x50x18x3.2 lc 150x50x18x2.9 lc 150x50x18x2.6 lc 150x50x18x2.3 lc 150x50x18x2.0 lc 150x50x18x1.8 lc 150x50x18x1.6 lc 125x50x20x4.0 lc 125x50x20x3.2 lc 125x50x20x2.3 lc 125x50x15x4.3 lc 125x50x15x4.0 lc 125x50x15x3.2 lc 125x50x15x2.9 lc 125x50x15x2.6 lc 125x50x15x2.3 lc 125x50x15x2.0 lc 125x50x15x1.8 lc 125x50x15x1.6 lc 125x50x15x1.4 lc 125x50x15x1.2 lc 120x60x20x3.2 lc 120x60x20x2.3


lc 120x40x20x3.2 lc 100x50x15x3.2 lc 100x50x15x2.9 lc 100x50x15x2.6 lc 100x50x15x2.3 lc 100x50x15x2.0 lc 100x50x15x1.8 lc 100x50x15x1.6 lc 100x50x15x1.4 lc 100x50x15x1.2 lc 90x45x15x3.2 lc 90x45x15x2.9 lc 90x45x15x2.6 lc 90x45x15x2.3 lc 90x45x15x2.0 lc 90x45x15x1.8 lc 90x45x15x1.6 lc 90x45x15x1.4 lc 90x45x15x1.2 lc 75x38x15x2.6 lc 75x38x15x2.3 lc 75x38x15x2.0 lc 75x38x15x1.8 lc 75x38x15x1.6 lc 75x38x15x1.4 lc 75x38x15x1.2 lc 65x30x15x2.6 lc 65x30x15x2.3 lc 65x30x15x2.0 lc 65x30x15x1.8 lc 65x30x15x1.6 lc 65x30x15x1.4 lc 65x30x15x1.2 type apitong guijo mahogany mayapis


molave narra lauan tanguile w.lauan yakal






tw

tf

a

w

xc

yc

ix

iy

sx

sy

asep

7.5 7.0 6.0

11.0 10.0 9.0

51.21 40.14 26.84

40.20 31.50 21.10

0.00 0.00 0.00

0.00 0.00 0.00

2880.00 1640.00 1020.00

984.00 563.00 151.00

330.00 219.00 138.00

112.00 75.10 30.10

TRUE TRUE TRUE

5.0 6.5 6.0 6.0 5.0 9.0 7.0 6.0 8.5 5.5 5.5 5.0 7.0 9.0 6.5 6.0 5.0 5.0 4.7 4.5 4.3 4.0 3.2

7.0 9.0 8.0 8.0 7.0 16.0 10.0 10.0 14.0 9.5 9.5 8.0 10.5 12.5 10.0 8.0 7.5 7.0 4.7 4.5 4.3 4.0 3.2

17.85 30.31 16.84 21.90 11.85 64.16 33.06 30.06 46.15 21.83 20.45 16.43 27.20 30.59 23.71 17.11 11.92 8.82 21.34 20.49 19.64 18.35 14.85

14.00 23.80 13.20 17.20 9.30 50.40 26.00 23.60 36.20 17.10 16.10 12.90 21.40 24.00 18.60 13.40 9.40 6.90 16.75 16.09 15.42 14.40 11.65

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.13 2.31 2.28 1.90 1.54 1.28

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

666.00 847.00 413.00 383.00 187.00 4460.00 2170.00 1670.00 1760.00 819.00 538.00 281.00 1380.00 1050.00 861.00 424.00 188.00 75.30 2055.90 1979.60 1902.40 1784.60 1459.90

49.50 293.00 29.20 134.00 14.80 753.00 138.00 138.00 385.00 57.50 57.50 47.30 131.00 147.00 117.00 61.80 26.00 12.20 328.10 317.60 306.80 290.10 242.20

88.80 136.00 66.10 76.50 37.50 446.00 217.00 186.00 235.00 109.00 86.00 56.20 153.00 140.00 115.00 67.80 37.60 20.10 161.25 155.27 149.21 139.97 114.50

13.20 47.00 9.70 26.70 5.90 10.00 27.70 27.50 61.60 15.30 15.30 12.60 24.30 28.30 22.40 13.40 7.50 4.50 37.43 36.20 34.93 32.97 27.40

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE


bstress

147.00 147.00 147.00 147.00 147.00

2.9 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 4.0 3.2 4.0 3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 lz 150x75x25x3.2 lz 150x75x20x4.0

2.9 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 4.0 3.2 4.0 3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 150 150

13.51 18.29 17.57 16.84 15.75 12.77 11.63 10.48 9.31 14.95 12.13 14.55 11.81 16.41 15.77 15.12 14.15 11.49 10.47 9.44 8.39 7.34 6.63 5.91 9.73 7.13 6.24 12.33 11.55 9.41 8.58 7.75 6.90 6.04 5.46 4.87 12.95 75 75

10.61 14.36 13.79 13.22 12.36 10.02 9.13 8.22 7.31 11.73 9.52 11.42 9.27 12.88 12.38 11.87 11.11 9.02 8.22 7.41 6.59 5.76 5.20 4.64 7.64 5.60 4.90 9.68 9.07 7.38 6.74 6.08 5.41 4.74 4.28 3.82 10.16 3.2 4.0

3.2 4.0


10.53 12.55

1334.00 1287.70 1241.10 1193.90 1121.60 920.90 842.70 762.80 681.20 894.50 735.50 870.50 716.20 952.80 919.00 884.70 832.10 685.30 627.70 568.80 508.50 446.90 405.00 362.50 464.50 346.90 305.50 519.00 489.50 406.00 372.90 338.70 303.60 267.40 242.80 217.60 454.30 8.26 9.85

223.00 199.60 193.50 187.30 177.50 149.20 137.70 125.70 113.20 177.50 149.20 157.40 132.70 145.40 141.30 136.90 130.10 110.10 101.90 93.20 84.10 47.60 68.10 61.30 44.70 34.80 31.00 54.20 51.90 44.70 41.60 38.30 34.80 31.00 28.40 25.70 177.50

104.63 117.06 112.83 108.53 101.96 83.72 76.61 69.34 61.93 89.46 73.55 87.05 71.62 95.28 91.91 88.47 83.21 68.53 62.77 56.88 50.85 44.69 40.50 36.25 50.21 37.50 33.03 59.32 55.94 46.40 42.61 38.71 34.70 30.56 27.75 24.87 60.57

25.19 27.47 26.60 25.71 24.32 20.33 18.73 17.06 15.33 24.32 20.33 21.56 18.08 21.50 20.85 20.18 19.14 16.10 14.85 13.57 12.22 10.82 9.85 8.86 9.23 7.12 6.34 11.33 10.81 9.23 8.57 7.86 7.12 6.34 5.79 5.22 24.32 375.10 443.20

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE 149.20 157.40

147.00 147.00 147.00 147.00 147.00 147.00 147.00 123.60 123.60 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 123.60 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 50.01 59.10

20.33 TRUE 21.56 TRUE

147.00 147.00

lz 150x75x20x3.2 lz 150x65x20x4.0 lz 150x65x20x3.2 lz 150x65x20x2.3 lz 150x50x20x3.2 lz 150x50x20x2.3 lz 150x50x18x4.3 lz 150x50x18x4.0 lz 150x50x18x3.2 lz 150x50x18x2.9 lz 150x50x18x2.6 lz 150x50x18x2.3 lz 150x50x18x2.0 lz 150x50x18x1.8 lz 150x50x18x1.6 lz 125x50x20x4.0 lz 125x50x20x3.2 lz 125x50x20x2.3 lz 125x50x15x4.3 lz 125x50x15x4.0 lz 125x50x15x3.2 lz 125x50x15x2.9 lz 125x50x15x2.6 lz 125x50x15x2.3 lz 125x50x15x2.0 lz 125x50x15x1.8 lz 125x50x15x1.6

150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 125 125 125 125 125 125 125 125 125 125 125 125

75 65 65 65 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6

3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6


10.21 11.75 9.57 7.01 8.61 6.32 11.08 10.39 8.48 7.74 6.99 6.23 5.46 4.94 4.41 9.55 7.81 5.78 9.75 9.15 7.49 6.84 6.19 5.52 4.84 4.38 3.91

8.01 9.22 7.51 5.50 6.76 4.96 8.70 8.15 6.66 6.08 5.49 4.89 4.28 3.87 3.46 7.50 6.13 4.51 7.65 7.18 5.88 5.37 4.86 4.33 3.80 3.44 3.07

366.30 400.60 331.80 247.70 280.10 210.10 351.10 331.60 276.10 253.90 230.90 207.20 182.80 166.10 149.00 216.70 181.00 136.40 220.50 208.60 174.50 160.80 146.50 131.70 116.40 105.90 95.10

132.70 106.20 90.20 69.20 44.70 34.80 50.60 48.50 41.90 39.00 36.00 32.70 29.20 26.80 24.20 51.90 44.70 34.80 45.20 43.40 37.70 35.20 32.50 29.50 26.40 24.20 22.00

48.84 53.41 44.24 33.03 37.34 28.02 46.82 44.22 36.81 33.85 30.79 27.63 24.37 22.14 19.87 34.68 28.97 21.82 35.28 33.38 27.93 25.73 23.45 21.08 18.62 16.94 15.22

18.08 16.86 14.22 10.83 9.23 7.12 10.58 10.10 8.65 8.04 7.38 6.69 5.96 5.45 4.92 10.81 9.23 7.12 9.46 9.05 7.78 7.24 6.66 6.05 5.40 4.94 4.46

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE

147.00 147.00 147.00 123.60 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60

lz 125x50x15x1.4 lz 125x50x15x1.2 lz 120x60x20x3.2 lz 120x60x20x2.3 lz 120x40x20x3.2 lz 100x50x15x3.2

125 125 120 120 120 100

50 50 60 60 40 50

1.4 1.2 3.2 2.3 3.2 3.2

1.4 1.2 3.2 2.3 3.2 3.2


3.44 2.97 8.29 6.09 7.01 6.69

2.70 2.33 6.51 4.78 5.50 5.25

84.10 72.80 186.10 139.80 142.40 103.00

19.60 17.10 72.70 56.00 24.70 37.70

13.45 11.65 31.01 23.30 23.73 20.60

3.97 3.46 12.45 9.52 6.44 7.78

TRUE TRUE TRUE TRUE TRUE TRUE

123.60 123.60 147.00 123.60 147.00 147.00

lc 200x75x20x3.2 lc 200x70x20x4.7 lc 200x70x20x4.5 lc 200x70x20x4.3 lc 200x70x20x4.0 lc 200x70x20x3.2 lc 200x70x20x2.9 lc 200x70x20x2.6 lc 200x70x20x2.3 lc 200x70x20x2.0 lc 200x70x20x1.8 lc 200x70x20x1.6 lc 185x50x20x3.2 lc 185x50x20x2.3 lc 185x50x20x2.0 lc 175x50x20x4.3 lc 175x50x20x4.0 lc 175x50x20x3.2 lc 175x50x20x2.9

200 200 200 200 200 200 200 200 200 200 200 200 185 185 185 175 175 175 175

75 70 70 70 70 70 70 70 70 70 70 70 50 50 50 50 50 50 50

3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9

3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9


11.81 16.41 15.77 15.12 14.15 11.49 10.47 9.44 8.39 7.34 6.63 5.91 9.73 7.13 6.24 12.33 11.55 9.41 8.58

9.27 12.88 12.38 11.87 11.11 9.02 8.22 7.41 6.59 5.76 5.20 4.64 7.64 5.60 4.90 9.68 9.07 7.38 6.74

716.20 952.80 919.00 884.70 832.10 685.30 627.70 568.80 508.50 446.90 405.00 362.50 464.50 346.90 305.50 519.00 489.50 406.00 372.90

83.90 94.10 91.30 88.50 83.90 70.70 65.40 59.70 53.80 47.70 43.40 39.10 30.10 23.30 20.80 36.20 34.60 29.60 27.50

71.62 95.28 91.91 88.47 83.21 68.53 62.77 56.88 50.85 44.69 40.50 36.25 50.21 37.50 33.03 59.32 55.94 46.40 42.61

15.81 18.84 18.28 17.71 16.81 14.18 13.10 11.98 10.80 9.57 8.72 7.85 8.33 6.45 5.74 10.12 9.67 8.28 7.70

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE

147.00 147.00 147.00 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 123.60 123.60 147.00 147.00 147.00 147.00

lc 175x50x20x2.6 lc 175x50x20x2.3 lc 175x50x20x2.0 lc 175x50x20x1.8 lc 175x50x20x1.6 lc 150x75x25x4.0 lc 150x75x25x3.2 lc 150x75x20x4.0 lc 150x75x20x3.2 lc 150x65x20x4.0 lc 150x65x20x3.2 lc 150x65x20x2.3 lc 150x50x20x3.2 lc 150x50x20x2.3 lc 150x50x18x4.3 lc 150x50x18x4.0 lc 150x50x18x3.2 lc 150x50x18x2.9 lc 150x50x18x2.6 lc 150x50x18x2.3 lc 150x50x18x2.0 lc 150x50x18x1.8 lc 150x50x18x1.6 lc 125x50x20x4.0 lc 125x50x20x3.2 lc 125x50x20x2.3 lc 125x50x15x4.3 lc 125x50x15x4.0 lc 125x50x15x3.2 lc 125x50x15x2.9 lc 125x50x15x2.6 lc 125x50x15x2.3 lc 125x50x15x2.0 lc 125x50x15x1.8 lc 125x50x15x1.6 lc 125x50x15x1.4 lc 125x50x15x1.2 lc 120x60x20x3.2 lc 120x60x20x2.3

175 175 175 175 175 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 125 125 125 125 125 125 125 125 125 125 125 125 125 125 120 120

50 50 50 50 50 75 75 75 75 65 65 65 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 60 60

2.6 2.3 2.0 1.8 1.6 4.0 3.2 4.0 3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.3

2.6 2.3 2.0 1.8 1.6 4.0 3.2 4.0 3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.3


7.75 6.90 6.04 5.46 4.87 12.95 10.53 12.55 10.21 11.75 9.57 7.01 8.61 6.32 11.08 10.39 8.48 7.74 6.99 6.23 5.46 4.94 4.41 9.55 7.81 5.75 9.75 9.15 7.49 6.84 6.19 5.52 4.84 4.38 3.91 3.44 2.97 8.29 6.09

6.08 5.41 4.74 4.28 3.82 10.16 8.26 9.85 8.01 9.22 7.51 5.50 6.76 4.96 8.70 8.15 6.66 6.08 5.49 4.89 4.28 3.87 3.46 7.50 6.13 4.51 7.65 7.18 5.88 5.37 4.86 4.33 3.80 3.44 3.07 2.70 2.33 6.51 4.78

338.70 303.60 267.40 242.80 217.60 454.30 375.10 443.20 366.30 400.60 331.80 247.70 280.10 210.10 351.10 331.60 276.10 253.90 230.90 207.20 182.80 166.10 149.00 216.70 181.00 136.40 220.50 208.60 174.50 160.80 146.50 131.70 116.40 105.90 95.10 84.10 72.80 186.10 139.80

25.30 22.90 20.40 18.70 16.90 99.60 83.50 90.70 76.30 63.40 53.70 41.00 28.20 21.80 32.60 31.20 26.80 24.90 22.90 20.80 18.50 17.00 15.30 30.90 26.50 20.60 28.10 26.90 23.20 21.60 19.90 18.10 16.20 14.80 13.40 11.90 10.40 40.80 31.30

38.71 34.70 30.56 27.75 24.87 60.57 50.01 59.10 48.84 53.41 44.24 33.03 37.34 28.02 46.82 44.22 36.81 33.85 30.79 27.63 24.37 22.14 19.87 34.68 28.97 21.82 35.28 33.38 27.93 25.73 23.45 21.08 18.62 16.94 15.22 13.45 11.65 31.01 23.30

7.08 6.41 5.71 5.23 4.72 20.55 17.25 18.16 15.29 14.44 12.23 9.36 8.16 6.32 9.30 8.89 7.64 7.11 6.54 5.94 5.30 4.85 4.38 9.32 8.00 6.21 8.12 7.78 6.73 6.27 5.78 5.26 4.70 4.30 3.89 3.47 3.02 10.52 8.09

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE

123.60 123.60 123.60 123.60 123.60 147.00 147.00 147.00 147.00 147.00 147.00 123.60 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 123.60 123.60 147.00 123.60

lc 120x40x20x3.2 lc 100x50x15x3.2 lc 100x50x15x2.9 lc 100x50x15x2.6 lc 100x50x15x2.3 lc 100x50x15x2.0 lc 100x50x15x1.8 lc 100x50x15x1.6 lc 100x50x15x1.4 lc 100x50x15x1.2 lc 90x45x15x3.2 lc 90x45x15x2.9 lc 90x45x15x2.6 lc 90x45x15x2.3 lc 90x45x15x2.0 lc 90x45x15x1.8 lc 90x45x15x1.6 lc 90x45x15x1.4 lc 90x45x15x1.2 lc 75x38x15x2.6 lc 75x38x15x2.3 lc 75x38x15x2.0 lc 75x38x15x1.8 lc 75x38x15x1.6 lc 75x38x15x1.4 lc 75x38x15x1.2 lc 65x30x15x2.6 lc 65x30x15x2.3 lc 65x30x15x2.0 lc 65x30x15x1.8 lc 65x30x15x1.6 lc 65x30x15x1.4 lc 65x30x15x1.2 type apitong guijo mahogany mayapis

120 100 100 100 100 100 100 100 100 100 90 90 90 90 90 90 90 90 90 75 75 75 75 75 75 75 65 65 65 65 65 65 65 w

40 50 50 50 50 50 50 50 50 50 45 45 45 45 45 45 45 45 45 38 38 38 38 38 38 38 30 30 30 30 30 30 30 fb

5.40 6.40 5.30 3.40

3.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2 fv

13.00 17.10 13.00 11.00

3.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2 e

1.36 1.89 2.13 0.73

5.76 6.67 3.67 8.14


7.01 6.69 6.12 5.54 4.94 4.34 3.93 3.51 3.09 2.67 6.05 5.54 5.02 4.48 3.94 3.57 3.19 2.81 2.43 4.26 3.82 3.36 3.05 2.73 2.41 2.08 3.59 3.22 2.84 2.58 2.31 2.04 1.77

5.50 5.25 4.80 4.35 3.88 3.40 3.08 2.76 2.43 2.09 4.75 4.35 3.94 3.52 3.09 2.80 2.51 2.21 1.90 3.35 3.00 2.64 2.39 2.14 1.89 1.63 2.81 2.53 2.23 2.02 1.82 1.60 1.39

142.40 103.00 95.10 86.80 78.20 69.20 63.00 56.70 50.20 43.50 74.40 68.80 62.90 56.80 50.40 45.90 41.40 36.70 31.80 36.20 32.80 29.20 26.70 24.10 21.40 18.60 21.70 19.80 17.70 16.20 14.70 13.10 11.40

15.20 21.50 20.00 18.40 16.80 15.00 13.70 12.40 11.10 9.60 15.90 14.80 13.70 12.50 11.20 10.30 9.30 8.30 7.20 8.50 7.70 7.00 6.40 5.80 5.20 4.60 4.50 4.10 3.70 3.50 3.20 2.80 2.50

23.73 20.60 19.02 17.37 15.64 13.85 12.61 11.34 10.04 8.71 16.52 15.29 13.98 12.62 11.19 10.21 9.19 8.15 7.07 9.66 8.75 7.79 7.12 6.43 5.71 4.97 6.68 6.08 5.44 4.99 4.52 4.02 3.51

5.68 6.54 6.10 5.63 5.12 4.57 4.19 3.79 3.38 2.95 5.45 5.10 4.71 4.30 3.85 3.53 3.20 2.86 2.50 3.55 3.25 2.92 2.69 2.45 2.19 1.92 2.43 2.24 2.03 1.88 1.71 1.54 1.35

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE

147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 123.60 123.60 147.00 147.00 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60

molave narra lauan tanguile w.lauan yakal

6.50 4.90 3.50 3.60 3.50 7.30

18.90 14.20 10.90 13.10 11.00 19.30

2.27 1.51 1.17 1.03 1.03 1.96

5.15 4.68 4.59 8.62 7.72 7.70






roofing

.4 mm

const bid cost/unit

r-span roof long span qty: labor unit cost 100.00 equipment unit cost material unit cost#VALUE! roofing unit cost total cost #VALUE! duration labor carpenter

#VALUE! sqm project cost

0.00 -

#VALUE! sub con

others indirect cost

1 1

200.00 300.00

crew 1.0

equipment

total description

qty


total bid cost

summary

#VALUE! pcf #VALUE! 7.50% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0% miscellaneous 0% 0% 20% bonds s 0% insurance s 0% escalation 0% cost of money 3% contingencies 5% contractor tax 2% profit 10.0% 27.5%

#VALUE! #VALUE!

crew

roof estimates

project: amount in pesos 1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


sqm pcs pcs pcs pcs pcs pcs pcs pcs kg gal tube pcs

4.1 4.2 4.3 4.4 4.5 4.6 4.7


-


5.0% 2.5% 0.0% 0.0% 7.5%


purlin sp.=

0.00

-

area 1 (sqm) -

#VALUE! #VALUE!

0.0% 0.0%

#VALUE! #VALUE!

0.00

-

area 1 (sqm) -


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

Purlin length 0.00

0.00

0.60 Area

style

-

1.00

area 1 (sqm) -

-

Qty

1.00

area 1 (sqm) -

4.0 indirect cost

#VALUE! #N/A #N/A #N/A #N/A #N/A #N/A #VALUE! #VALUE!

total

#VALUE! #VALUE! #VALUE! #VALUE! 72.50


0.00

amount 253.00 1.85 340.00 227.00 255.00 340.00 170.00 1,200.00 50.00 75.00 515.00 120.00 0.50

#VALUE! #VALUE!

2.0 project cost


r-span roof tekscrew #VALUE! gutter spanish fab .4mm x .457 m x 8 ft #N/A ridge roll .4mm x .6 m x 8 ft #N/A valley gutter fab .4mm x .457 m x 8 ft #N/A end flashing fab 4mm x .305 m x 8 ft #N/A side wall flashing fab 4mm x .305 m x 8 ft #N/A stainless gutter #N/A sleeves 3" dia concrete nail 1" touch up paint silicon #VALUE! rivets #VALUE!

long spanpuy at steel

long span sheets project:

1.0 direct cost

#VALUE!

#VALUE!











































#VALUE!


installation

5 sqm/man day

5

sqm/day

5

sqm/day

0.00

-

1.00

area 1 (sqm) -

0.00

-

1.00

area 1 (sqm) -













material computation: see roofing sheet 0.00

0.00

0.00

0.00

-

area 1 (sqm) -

-

area 1 (sqm) -

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

=

area 1 (sqm) -

-

0.00

0.00

Purlin length

area 1 (sqm) -

-

area 1 (sqm) -

-

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

area 1 (sqm) -

0.00

-

0

area 1 (sqm) -

Area =













width long (m)







width long (m)







width long (m)







width long (m)












area 1 (sqm) -

-


-











































0 0 #### #### 0 0 #### #### 0 0 #### #### 0 0 0 #### #### 0 0 0 0 #### #### 0 0 0 #### #### 0 0 0 0 0 0 #### #### 0 0 0 #### #### 0 0 0 #### #### 0 0 0 #### #### 0 0 0 0 0 0 #### #### 0 0 0 #### #### 0 0 0 #### #### 0 0 0 #### #### 0 0 0 0 0 #### #### 0 0 0 #### #### 0 0 0 #### #### 0 0 0 #### #### 0

tile span elite tile span maxi

r - span 1220

r - span 916

super r - span

mega r - span

multi r - span

corspan 915

corspan 915

mega clad

madrid tile roof

thickness mm

effective width m

0.4 0.4 0.5 0.6 0.4 0.5 0.6 0.4 0.5 0.6 0.4 0.5 0.6 0.4 0.5 0.6 0.3 0.4 0.5 0.6 0.3 0.4 0.5 0.6 0.3 0.4 0.5 0.6 0.4 0.5 0.6

1.077 1.077 1.077 1.077 1.074 1.074 1.074 1.074 1.074 1.074 1.05 1.05 1.05 0.67 0.67 0.67 1 1 1 1 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 1 1 1

0.4 0.5 0.6

0.71 0.71 0.71

purlins spacing

0.30 0.35 0.35 0.35 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.70 * 0.30 0.30 0.30

sheet cost/lm

434.65 402.45 461.59 536.47 210.27

326

a

6.0

length of front side

m

b c d

6.0 6.0 6.0

length of letf side length of right side length of right side

m m m

e f g h i j k l m o

#VALUE! #VALUE! 1.2 6.0 0.65 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

e trial section

#VALUE!

332.79

215.62

b (mm) #VALUE!

spacing between purlins spacing between truss height of truss length of truss length of eaves weight of roofing weight of wood ll p slope arctan angle yeild strength of steel modulus of elasticity

m m m m m kpa cum pa pa

< or =30sqm height of roof< 6 m

mpa gpa

d (mm) #VALUE!

221.73 computation: design loads: 1.dead loads

208.2

wt of roofing

dl

#####

kpa

ll

#####

kpa

wl

#####

kpa


##### ##### #####

n/m n/m n/m

dlt = lln =

##### #####

n/m n/m

wn = wt =

##### #####

wn = wt =

##### #####

290.05 2.live loads

3.wind loads design winds: 355.74 normal loads:

tangential loads:

load case # 1

load casse # 2

d+l n/m n/m

.75(d+l+w) n/m n/m

moments: 2 load case # 1

mn=wn(l)/8 mn=

#####

n-m

mt=

#####

n-m


shear: load case # 1

load casse # 2

length of front side length of letf side length of right side 6.0 6.0 6.0 6.0 #VALUE! #VALUE! 1.2 6.0 0.7 #VALUE!

0 0 #### #### 0 0 #### #### 0 0 #### #### 0 0 #### #### 0


fy e

mt=wt*l2/32 mt=wt*l2/90

*mid sag rods *third point sag rods

mpa gpa

h 75

b

tw

trial section a 1.77 asep ### w

m m m m m m m kpa cum pa pa

tf

40

a

5.0

7.0

8.82

w 6.90

xc

yc 1.28

0.00

designation c 75 x 6.9 xc

yc

1.39 bstress

computation: 123.60

dl

#VALUE!

kpa

ll

#VALUE!

kpa

wl

#VALUE!

kpa


#VALUE! #VALUE! #VALUE!

n/m n/m n/m

#VALUE! #VALUE!

n/m n/m

design loads: 1.dead loads wt of roofing

l / 180 ### ### ###

ix 75.30

2.live loads

mm mm < mm <

3.wind loads design winds: #VALUE! #VALUE!

safe safe normal loads:

dlt = lln = tangential loads: d+l

load case # 1

wn = wt = .75(d+l+w)

#VALUE! #VALUE!

wn = wt =

#VALUE! #VALUE!

n/m n/m

n/m n/m

load casse # 2 mn=wn(l)/8 2 moments:

mn=

#VALUE!

n-m

mt=

#VALUE!

n-m

mn=

#VALUE!

mt=

#VALUE!


load case # 2

flexural strength:

###### mpa

load case # 1

###### mpa fbx = fby = ###### mpa

load case # 2

###### mpa fbx = fy= fby =

#VALUE! 2.86

check if compact section

10.795 b/2tf =

170/(f y )1/2 =

fbx=0.66fy fby=0.60fy

b/2tf < 170/sqrt(fy) ###### ###### mpa mpa

compact!!!

###### < 1.0 saf e

check interaction equation load case # 1

###### < 1.0 saf e

load case # 2 load case #1 critical

54.59815003 #VALUE!

mm

#VALUE!

mm

<

#VALUE!

mm

<

check deflection: allow. deflection = l/180

#VALUE! #VALUE!

y n=5wnl4/384eix y t=5wtl4/384eiy

81

n

#######

n

vn=

#######

n

vt=

#######

n

fn =

####### mpa

ft = fb=

####### mpa ####### <

fn =

####### mpa

ft =

####### mpa

fb= .: load case #2 is more critical

#######

vn=

####### mpa

<

sqm

m m

length of right side spacing between purlins spacing between truss height of truss length of truss length of eaves weight of roofing weight of wood ll p < or =30sqm slope height of roof< 6 m arctan angle yeild strength of steel modulus of elasticity c purlins

#######

vt=

##### ok?

load case # 2

vn=3*vn/2bd vt=3*vn/2bd

a b c d e f g h i j k l m o

####### n-m ####### n-m

vn=

load case # 1

shear strength load case # 1

09/23/98

mn= mt=

flexural strength:

iy 12.20

sx 20.10

sy 4.50

asep bstress TRUE

bstress

##### ok?

design of purlins

09/23/98

name of building purlin designation

: :

sample p-1

specifications:

slope of roofing spacing of truss spacing of purlins weight of roofing other vertical loads wind load (normal projection)

: : : : : :

0.40 1.20 0.60 77.00 800.00 603.00

m m pa pa pa

properties of wood: type tanguile suggested section:

w 3.60 b (mm) 50.00

fb 13.10

fv

e 1.03

8.62

d (mm) 50.00

result: case#

1 dl+ll

governs

moment mn=

###### n-m

mt=

#VALUE! n-m

vn=

###### n-m

vt=

#VALUE! n-m

< fb=

#VALUE! mpa

shear

flexural stress fb=

###### mpa

fv=

###### mpa

y actual=

###### mm

safe

shear stress <

fv=

mpa

safe

l / 180 #VALUE! mm

1.03

safe

deflection

ok?

ok?

y allow= < y allow=

desig

h

b

w 175 x 40.2 w 150 x 31.5 w 150 x 21.1

175 150 150

175 150 100

tw 7.5 7.0 6.0

11.0 10.0 9.0

51.21 40.14 26.84

40.20 31.50 21.10

0.00 0.00 0.00

0.00 0.00 0.00

2880.00 1640.00 1020.00

984.00 563.00 151.00

330.00 219.00 138.00

112.00 75.10 30.10

TRUE TRUE TRUE

w 150 x 14.0 w 125 x 23.8 w 125 x 13.2 w 100 x 17.2 w 100 x 9.3 i 200 x 50.4 i 200 x 26.0 i 180 x 23.6 i 150 x 36.2 i 150 x 17.1 i 100 x 16.1 i 100 x 12.9 c 180 x 21.4 c 150 x 24.0 c 150 x 18.6 c 125 x 13.4 c 100 x 9.4 c 75 x 6.9 lz 255x90x25x4.7 lz 255x90x25x4.5 lz 255x90x25x4.3 lz 255x90x25x4.0 lz 255x90x25x3.2 lz 255x90x25x2.9 lz 220x75x25x4.7 lz 220x75x25x4.5 lz 220x75x25x4.3 lz 220x75x25x4.0 lz 220x75x25x3.2 lz 220x75x25x2.9 lz 220x75x25x2.6 lz 220x75x25x2.3 lz 200x75x25x4.0 lz 200x75x25x3.2 lz 200x75x20x4.0 lz 200x75x20x3.2 lz 200x70x20x4.7 lz 200x70x20x4.5 lz 200x70x20x4.3 lz 200x70x20x4.0 lz 200x70x20x3.2 lz 200x70x20x2.9 lz 200x70x20x2.6 lz 200x70x20x2.3 lz 200x70x20x2.0 lz 200x70x20x1.8 lz 200x70x20x1.6 lz 185x50x20x3.2 lz 185x50x20x2.3 lz 185x50x20x2.0 lz 175x50x20x4.3 lz 175x50x20x4.0 lz 175x50x20x3.2 lz 175x50x20x2.9 lz 175x50x20x2.6 lz 175x50x20x2.3 lz 175x50x20x2.0 lz 175x50x20x1.8 lz 175x50x20x1.6 lz 150x75x25x4.0

150 125 125 100 100 200 200 180 150 150 125 100 180 150 150 125 100 75 255 255 255 255 255 255 220 220 220 220 220 220 220 220 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 185 185 185 175 175 175 175 175 175 175 175 175 150

75 125 60 100 50 150 100 100 125 75 75 75 75 75 75 65 50 40 90 90 90 90 90 90 75 75 75 75 75 75 75 75 75 75 75 75 70 70 70 70 70 70 70 70 70 70 70 50 50 50 50 50 50 50 50 50 50 50 50 75

5.0 6.5 6.0 6.0 5.0 9.0 7.0 6.0 8.5 5.5 5.5 5.0 7.0 9.0 6.5 6.0 5.0 5.0 4.7 4.5 4.3 4.0 3.2 2.9 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 4.0 3.2 4.0 3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0

17.85 30.31 16.84 21.90 11.85 64.16 33.06 30.06 46.15 21.83 20.45 16.43 27.20 30.59 23.71 17.11 11.92 8.82 21.34 20.49 19.64 18.35 14.85 13.51 18.29 17.57 16.84 15.75 12.77 11.63 10.48 9.31 14.95 12.13 14.55 11.81 16.41 15.77 15.12 14.15 11.49 10.47 9.44 8.39 7.34 6.63 5.91 9.73 7.13 6.24 12.33 11.55 9.41 8.58 7.75 6.90 6.04 5.46 4.87 12.95 75 75 75 65 65 65 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

14.00 23.80 13.20 17.20 9.30 50.40 26.00 23.60 36.20 17.10 16.10 12.90 21.40 24.00 18.60 13.40 9.40 6.90 16.75 16.09 15.42 14.40 11.65 10.61 14.36 13.79 13.22 12.36 10.02 9.13 8.22 7.31 11.73 9.52 11.42 9.27 12.88 12.38 11.87 11.11 9.02 8.22 7.41 6.59 5.76 5.20 4.64 7.64 5.60 4.90 9.68 9.07 7.38 6.74 6.08 5.41 4.74 4.28 3.82 10.16 3.2 4.0 3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.13 2.31 2.28 1.90 1.54 1.28

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

88.80 136.00 66.10 76.50 37.50 446.00 217.00 186.00 235.00 109.00 86.00 56.20 153.00 140.00 115.00 67.80 37.60 20.10 161.25 155.27 149.21 139.97 114.50 104.63 117.06 112.83 108.53 101.96 83.72 76.61 69.34 61.93 89.46 73.55 87.05 71.62 95.28 91.91 88.47 83.21 68.53 62.77 56.88 50.85 44.69 40.50 36.25 50.21 37.50 33.03 59.32 55.94 46.40 42.61 38.71 34.70 30.56 27.75 24.87 60.57

3.2 4.0 3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0

10.53 12.55 10.21 11.75 9.57 7.01 8.61 6.32 11.08 10.39 8.48 7.74 6.99 6.23 5.46 4.94 4.41 9.55 7.81 5.78 9.75 9.15 7.49 6.84 6.19 5.52 4.84

666.00 847.00 413.00 383.00 187.00 4460.00 2170.00 1670.00 1760.00 819.00 538.00 281.00 1380.00 1050.00 861.00 424.00 188.00 75.30 2055.90 1979.60 1902.40 1784.60 1459.90 1334.00 1287.70 1241.10 1193.90 1121.60 920.90 842.70 762.80 681.20 894.50 735.50 870.50 716.20 952.80 919.00 884.70 832.10 685.30 627.70 568.80 508.50 446.90 405.00 362.50 464.50 346.90 305.50 519.00 489.50 406.00 372.90 338.70 303.60 267.40 242.80 217.60 454.30 8.26 9.85 8.01 9.22 7.51 5.50 6.76 4.96 8.70 8.15 6.66 6.08 5.49 4.89 4.28 3.87 3.46 7.50 6.13 4.51 7.65 7.18 5.88 5.37 4.86 4.33 3.80

49.50 293.00 29.20 134.00 14.80 753.00 138.00 138.00 385.00 57.50 57.50 47.30 131.00 147.00 117.00 61.80 26.00 12.20 328.10 317.60 306.80 290.10 242.20 223.00 199.60 193.50 187.30 177.50 149.20 137.70 125.70 113.20 177.50 149.20 157.40 132.70 145.40 141.30 136.90 130.10 110.10 101.90 93.20 84.10 47.60 68.10 61.30 44.70 34.80 31.00 54.20 51.90 44.70 41.60 38.30 34.80 31.00 28.40 25.70 177.50

lz 150x75x25x3.2 lz 150x75x20x4.0 lz 150x75x20x3.2 lz 150x65x20x4.0 lz 150x65x20x3.2 lz 150x65x20x2.3 lz 150x50x20x3.2 lz 150x50x20x2.3 lz 150x50x18x4.3 lz 150x50x18x4.0 lz 150x50x18x3.2 lz 150x50x18x2.9 lz 150x50x18x2.6 lz 150x50x18x2.3 lz 150x50x18x2.0 lz 150x50x18x1.8 lz 150x50x18x1.6 lz 125x50x20x4.0 lz 125x50x20x3.2 lz 125x50x20x2.3 lz 125x50x15x4.3 lz 125x50x15x4.0 lz 125x50x15x3.2 lz 125x50x15x2.9 lz 125x50x15x2.6 lz 125x50x15x2.3 lz 125x50x15x2.0

7.0 9.0 8.0 8.0 7.0 16.0 10.0 10.0 14.0 9.5 9.5 8.0 10.5 12.5 10.0 8.0 7.5 7.0 4.7 4.5 4.3 4.0 3.2 2.9 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 4.0 3.2 4.0 3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 125 125 125 125 125 125 125 125 125 125

13.20 47.00 9.70 26.70 5.90 10.00 27.70 27.50 61.60 15.30 15.30 12.60 24.30 28.30 22.40 13.40 7.50 4.50 37.43 36.20 34.93 32.97 27.40 25.19 27.47 26.60 25.71 24.32 20.33 18.73 17.06 15.33 24.32 20.33 21.56 18.08 21.50 20.85 20.18 19.14 16.10 14.85 13.57 12.22 10.82 9.85 8.86 9.23 7.12 6.34 11.33 10.81 9.23 8.57 7.86 7.12 6.34 5.79 5.22 24.32 375.10 443.20 366.30 400.60 331.80 247.70 280.10 210.10 351.10 331.60 276.10 253.90 230.90 207.20 182.80 166.10 149.00 216.70 181.00 136.40 220.50 208.60 174.50 160.80 146.50 131.70 116.40

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE 149.20 157.40 132.70 106.20 90.20 69.20 44.70 34.80 50.60 48.50 41.90 39.00 36.00 32.70 29.20 26.80 24.20 51.90 44.70 34.80 45.20 43.40 37.70 35.20 32.50 29.50 26.40

147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 123.60 123.60 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 123.60 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 50.01 59.10 48.84 53.41 44.24 33.03 37.34 28.02 46.82 44.22 36.81 33.85 30.79 27.63 24.37 22.14 19.87 34.68 28.97 21.82 35.28 33.38 27.93 25.73 23.45 21.08 18.62

20.33 21.56 18.08 16.86 14.22 10.83 9.23 7.12 10.58 10.10 8.65 8.04 7.38 6.69 5.96 5.45 4.92 10.81 9.23 7.12 9.46 9.05 7.78 7.24 6.66 6.05 5.40

##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### #####

147.00 147.00 147.00 147.00 147.00 123.60 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60

lz 125x50x15x1.8 lz 125x50x15x1.6

125 125

50 50

1.8 1.6

1.8 1.6

4.38 3.91

3.44 3.07

105.90 95.10

24.20 22.00

16.94 15.22

4.94 4.46

##### #####

123.60 123.60

lz 125x50x15x1.4 lz 125x50x15x1.2 lz 120x60x20x3.2 lz 120x60x20x2.3 lz 120x40x20x3.2 lz 100x50x15x3.2

125 125 120 120 120 100

50 50 60 60 40 50

1.4 1.2 3.2 2.3 3.2 3.2

1.4 1.2 3.2 2.3 3.2 3.2

3.44 2.97 8.29 6.09 7.01 6.69

2.70 2.33 6.51 4.78 5.50 5.25

84.10 72.80 186.10 139.80 142.40 103.00

19.60 17.10 72.70 56.00 24.70 37.70

13.45 11.65 31.01 23.30 23.73 20.60

3.97 3.46 12.45 9.52 6.44 7.78

##### ##### ##### ##### ##### #####

123.60 123.60 147.00 123.60 147.00 147.00

lc 200x75x20x3.2 lc 200x70x20x4.7 lc 200x70x20x4.5 lc 200x70x20x4.3 lc 200x70x20x4.0 lc 200x70x20x3.2 lc 200x70x20x2.9 lc 200x70x20x2.6 lc 200x70x20x2.3 lc 200x70x20x2.0 lc 200x70x20x1.8 lc 200x70x20x1.6 lc 185x50x20x3.2 lc 185x50x20x2.3 lc 185x50x20x2.0 lc 175x50x20x4.3 lc 175x50x20x4.0 lc 175x50x20x3.2 lc 175x50x20x2.9 lc 175x50x20x2.6 lc 175x50x20x2.3 lc 175x50x20x2.0 lc 175x50x20x1.8 lc 175x50x20x1.6 lc 150x75x25x4.0 lc 150x75x25x3.2 lc 150x75x20x4.0 lc 150x75x20x3.2 lc 150x65x20x4.0 lc 150x65x20x3.2 lc 150x65x20x2.3 lc 150x50x20x3.2 lc 150x50x20x2.3 lc 150x50x18x4.3 lc 150x50x18x4.0 lc 150x50x18x3.2 lc 150x50x18x2.9 lc 150x50x18x2.6 lc 150x50x18x2.3 lc 150x50x18x2.0 lc 150x50x18x1.8 lc 150x50x18x1.6 lc 125x50x20x4.0 lc 125x50x20x3.2 lc 125x50x20x2.3 lc 125x50x15x4.3 lc 125x50x15x4.0 lc 125x50x15x3.2 lc 125x50x15x2.9 lc 125x50x15x2.6 lc 125x50x15x2.3 lc 125x50x15x2.0 lc 125x50x15x1.8 lc 125x50x15x1.6 lc 125x50x15x1.4 lc 125x50x15x1.2 lc 120x60x20x3.2 lc 120x60x20x2.3 lc 120x40x20x3.2 lc 100x50x15x3.2 lc 100x50x15x2.9 lc 100x50x15x2.6 lc 100x50x15x2.3 lc 100x50x15x2.0 lc 100x50x15x1.8 lc 100x50x15x1.6 lc 100x50x15x1.4 lc 100x50x15x1.2 lc 90x45x15x3.2 lc 90x45x15x2.9 lc 90x45x15x2.6 lc 90x45x15x2.3 lc 90x45x15x2.0 lc 90x45x15x1.8 lc 90x45x15x1.6 lc 90x45x15x1.4 lc 90x45x15x1.2 lc 75x38x15x2.6 lc 75x38x15x2.3 lc 75x38x15x2.0 lc 75x38x15x1.8 lc 75x38x15x1.6 lc 75x38x15x1.4 lc 75x38x15x1.2 lc 65x30x15x2.6 lc 65x30x15x2.3 lc 65x30x15x2.0 lc 65x30x15x1.8 lc 65x30x15x1.6 lc 65x30x15x1.4 lc 65x30x15x1.2

200 200 200 200 200 200 200 200 200 200 200 200 185 185 185 175 175 175 175 175 175 175 175 175 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 125 125 125 125 125 125 125 125 125 125 125 125 125 125 120 120 120 100 100 100 100 100 100 100 100 100 90 90 90 90 90 90 90 90 90 75 75 75 75 75 75 75 65 65 65 65 65 65 65

75 70 70 70 70 70 70 70 70 70 70 70 50 50 50 50 50 50 50 50 50 50 50 50 75 75 75 75 65 65 65 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 60 60 40 50 50 50 50 50 50 50 50 50 45 45 45 45 45 45 45 45 45 38 38 38 38 38 38 38 30 30 30 30 30 30 30

3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 4.0 3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.3 3.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2

3.2 4.7 4.5 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 3.2 2.3 2.0 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 4.0 3.2 4.0 3.2 2.3 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 4.0 3.2 2.3 4.3 4.0 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.3 3.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 3.2 2.9 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2

11.81 16.41 15.77 15.12 14.15 11.49 10.47 9.44 8.39 7.34 6.63 5.91 9.73 7.13 6.24 12.33 11.55 9.41 8.58 7.75 6.90 6.04 5.46 4.87 12.95 10.53 12.55 10.21 11.75 9.57 7.01 8.61 6.32 11.08 10.39 8.48 7.74 6.99 6.23 5.46 4.94 4.41 9.55 7.81 5.75 9.75 9.15 7.49 6.84 6.19 5.52 4.84 4.38 3.91 3.44 2.97 8.29 6.09 7.01 6.69 6.12 5.54 4.94 4.34 3.93 3.51 3.09 2.67 6.05 5.54 5.02 4.48 3.94 3.57 3.19 2.81 2.43 4.26 3.82 3.36 3.05 2.73 2.41 2.08 3.59 3.22 2.84 2.58 2.31 2.04 1.77

9.27 12.88 12.38 11.87 11.11 9.02 8.22 7.41 6.59 5.76 5.20 4.64 7.64 5.60 4.90 9.68 9.07 7.38 6.74 6.08 5.41 4.74 4.28 3.82 10.16 8.26 9.85 8.01 9.22 7.51 5.50 6.76 4.96 8.70 8.15 6.66 6.08 5.49 4.89 4.28 3.87 3.46 7.50 6.13 4.51 7.65 7.18 5.88 5.37 4.86 4.33 3.80 3.44 3.07 2.70 2.33 6.51 4.78 5.50 5.25 4.80 4.35 3.88 3.40 3.08 2.76 2.43 2.09 4.75 4.35 3.94 3.52 3.09 2.80 2.51 2.21 1.90 3.35 3.00 2.64 2.39 2.14 1.89 1.63 2.81 2.53 2.23 2.02 1.82 1.60 1.39

716.20 952.80 919.00 884.70 832.10 685.30 627.70 568.80 508.50 446.90 405.00 362.50 464.50 346.90 305.50 519.00 489.50 406.00 372.90 338.70 303.60 267.40 242.80 217.60 454.30 375.10 443.20 366.30 400.60 331.80 247.70 280.10 210.10 351.10 331.60 276.10 253.90 230.90 207.20 182.80 166.10 149.00 216.70 181.00 136.40 220.50 208.60 174.50 160.80 146.50 131.70 116.40 105.90 95.10 84.10 72.80 186.10 139.80 142.40 103.00 95.10 86.80 78.20 69.20 63.00 56.70 50.20 43.50 74.40 68.80 62.90 56.80 50.40 45.90 41.40 36.70 31.80 36.20 32.80 29.20 26.70 24.10 21.40 18.60 21.70 19.80 17.70 16.20 14.70 13.10 11.40

83.90 94.10 91.30 88.50 83.90 70.70 65.40 59.70 53.80 47.70 43.40 39.10 30.10 23.30 20.80 36.20 34.60 29.60 27.50 25.30 22.90 20.40 18.70 16.90 99.60 83.50 90.70 76.30 63.40 53.70 41.00 28.20 21.80 32.60 31.20 26.80 24.90 22.90 20.80 18.50 17.00 15.30 30.90 26.50 20.60 28.10 26.90 23.20 21.60 19.90 18.10 16.20 14.80 13.40 11.90 10.40 40.80 31.30 15.20 21.50 20.00 18.40 16.80 15.00 13.70 12.40 11.10 9.60 15.90 14.80 13.70 12.50 11.20 10.30 9.30 8.30 7.20 8.50 7.70 7.00 6.40 5.80 5.20 4.60 4.50 4.10 3.70 3.50 3.20 2.80 2.50

71.62 95.28 91.91 88.47 83.21 68.53 62.77 56.88 50.85 44.69 40.50 36.25 50.21 37.50 33.03 59.32 55.94 46.40 42.61 38.71 34.70 30.56 27.75 24.87 60.57 50.01 59.10 48.84 53.41 44.24 33.03 37.34 28.02 46.82 44.22 36.81 33.85 30.79 27.63 24.37 22.14 19.87 34.68 28.97 21.82 35.28 33.38 27.93 25.73 23.45 21.08 18.62 16.94 15.22 13.45 11.65 31.01 23.30 23.73 20.60 19.02 17.37 15.64 13.85 12.61 11.34 10.04 8.71 16.52 15.29 13.98 12.62 11.19 10.21 9.19 8.15 7.07 9.66 8.75 7.79 7.12 6.43 5.71 4.97 6.68 6.08 5.44 4.99 4.52 4.02 3.51

15.81 18.84 18.28 17.71 16.81 14.18 13.10 11.98 10.80 9.57 8.72 7.85 8.33 6.45 5.74 10.12 9.67 8.28 7.70 7.08 6.41 5.71 5.23 4.72 20.55 17.25 18.16 15.29 14.44 12.23 9.36 8.16 6.32 9.30 8.89 7.64 7.11 6.54 5.94 5.30 4.85 4.38 9.32 8.00 6.21 8.12 7.78 6.73 6.27 5.78 5.26 4.70 4.30 3.89 3.47 3.02 10.52 8.09 5.68 6.54 6.10 5.63 5.12 4.57 4.19 3.79 3.38 2.95 5.45 5.10 4.71 4.30 3.85 3.53 3.20 2.86 2.50 3.55 3.25 2.92 2.69 2.45 2.19 1.92 2.43 2.24 2.03 1.88 1.71 1.54 1.35

##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### #####

147.00 147.00 147.00 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 123.60 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 147.00 147.00 147.00 147.00 147.00 123.60 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 147.00 147.00 123.60 147.00 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 123.60 123.60 147.00 123.60 147.00 147.00 147.00 123.60 123.60 123.60 123.60 123.60 123.60 123.60 147.00 147.00 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60 123.60

w 5.40 6.40 5.30 3.40 6.50 4.90 3.50 3.60 3.50 7.30

fb 13.00 17.10 13.00 11.00 18.90 14.20 10.90 13.10 11.00 19.30

1.36 1.89 2.13 0.73 2.27 1.51 1.17 1.03 1.03 1.96

e 5.76 6.67 3.67 8.14 5.15 4.68 4.59 8.62 7.72 7.70

type apitong guijo mahogany mayapis molave narra lauan tanguile w.lauan yakal

tf

a

w

xc

fv

yc

ix

iy

sx

sy

asep

bstress

I N P U T V A L U E S length

H E R E

0.00 0.00

wt per m 4.47 3.64 3.49 2.68

0 3.46 2.43 1.89 0

175216638.xls.ms_officeTRUSSES9/25/2013

no of pcs by 6m -

#N/A

INPUT VALUES HERE QTY T-1 T-2 T-3 T-4 T-5 T-6 R-1 R-2 R-3 R-4 R-5 HT-1 HT-2 HT-3 HT-4 HT-5 HT-6 HT-7 HT-8 Bottom chord brace MEMBER


King post

Length Top chord Bottom chord 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Length SIZE L 2" x 2" x 3/16"

TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

T-1 T-2 T-3 T-4 T-5 T-6 HT-1 HT-2 HT-3 HT-4 HT-5 HT-6 HT-7 HT-8

VERT QTY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

V LENGTH 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SIZE

DIA LENGTH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 1 1/2" x 1 1/2" x 3/16”

LENGTH OF BOTTOM CHORD


TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

steel trusses & c purlins

const bid cost/unit

angular & lc purlins unit cost labor unit cost equipment unit cost material unit cost steel truss unit cost total cost duration crew labor welder

qty 10.37 #DIV/0! #N/A #N/A #DIV/0! #DIV/0! sub con #DIV/0! -

equipment welding machine

2 1

200.00 300.00

2

650.00

BILL OF MATERIALS description qty L 2" x 2" x ¼" L 2" x 2" x 3/16" L 1 1/2" x 1 1/2" x 1/4” L 1 1/2" x 1 1/2" x 3/16” welding rod c purlins 2"x 6" ga 16 c purlins 2"x 4" ga 16 c purlins 2"x 3" ga 16 flat bar 11/2" x 3/16" Red oxide Paint thinner 10 mm dia -


unit kg kg kg kg kg kg kg kg pcs gal gal pcs

0.00 #N/A #DIV/0!

crew 4.0

#DIV/0! kg pcf project cost - proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total unit cost 29.64 24.73 25.55 21.14 100.00 22.64 28.81 33.51 245.00 305.00 190.00 125.00

total bid cost #DIV/0! #DIV/0! 7.5% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% amount -

fascia board lc 2" x 10"

#N/A

pcs

320.00

#N/A -

total wt

-

kg

total

#N/A

labor cost computation: fabricate/install

45 pcs/day

45 pcs/day



miscellaneous





#DIV/0!

0.00 #DIV/0! #DIV/0! #N/A 0.00 #DIV/0! 72.50

pct wt. of total #DIV/0! #DIV/0! #N/A #DIV/0! #DIV/0!


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0%


#DIV/0! #N/A

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

4.0 indirect cost

4.1 4.2 4.3 4.4 4.5

bonds insurance escalation cost of money contingencies


4.6 contractor's tax 4.7 profit

#DIV/0! #DIV/0! #DIV/0! #DIV/0!


2.0% 10.0% 20.0%

#DIV/0! #DIV/0! #DIV/0! #DIV/0!








INPUT C.R. DIMENSION ( in m) LENGTH WIDTH HEIGHT

no. of unit Width of door

description glazed tiles 8” x 12” unglazed tiles 8” x 8” border tiles 3” x 8” cement sand grout tile trim area

area 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

qty 0.00 0.00 0.00 0.00 0.00 0.00 0.00

unit pcs pcs pcs bags cum bags pcs

unit cost 18.50 12.00 18.00 205.00 500.00 60.00 50.00

amount -

MANUAL C

labor cost co

material com

tile works

const bid cost/unit

tiles @ grnd flr t & b

#DIV/0!

unit cost

qty:

labor unit cost equipment unit cost material unit cost tilework unit cost total cost duration crew labor tilesetter

200.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00 #DIV/0!

sub con -

1 1

200.00 300.00

crew 1.0

equipment

bill of materials description

qty

unit

unit cost

total


2.5

2.5


MANUAL COMPUTATION Area = Ceramic tiles size labor cost computation: Labor = Skilled = Crew = Wage per labor = Wage per skilled = capacity per crew =

0 Sqm 8” x 8” 1 1 1 200 Per day 300 Per day 2.5 sqm/day

labor unit cost = ( labor+skilled) capacity (1)(200)+(1)(300) = (2.5) labor unit cost = 200 php/sqm Labor cost = - Php Duration = Area Capacity x crew =

(0) (2.5)(1)

Duration = Say=

0 Days 0 Days

material computation: l w/ border tiles = #N/A m area = 0 Sqm cement factor: 0.24 bag/sqm sand factor: 0.02 cum/sqm cement: (0) x(0.24) = 0 bags sand: (0) x (0.02) = 0 cum grout: (0) x (0.2) = 0 bags unglazed tiles: (25) x (0) = 0 pc glazed tiles: (25) x (0) = 0 pc border tiles : 0 pc Total material cost = Material unit cost = Total cost: Labor cost + material cost - Php Total unit cost Labor |: cost + material cost Area #DIV/0!

php/sqm

grout factor: unglazed factor: glazed factor: border tiles factor: unit cost 205 500 60 18.5 12 #N/A

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

sqm pcf project cost 7.5% proj.supervision constn facilities indirect eqpt miscellaneous others 0% indirect cost 20% bonds s insurance s escalation cost of money contingencies contractor tax profit total 27.5% total 5.0%


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


4.1 4.2 4.3 4.4 4.5 4.6 4.7


2.0 project cost

3.0 other costs

terials unit cost

4.0 indirect cost

P-

mputation:

mputation:

amount

sqm/day

sqm/day sqm/day

0.2 25 25 5 Cost #N/A #DIV/0!

bag/sqm pc/sqm pc/sqm pc/lm

amount in pesos

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

INPUT C.R. DIMENSION ( in m) LENGTH WIDTH HEIGHT


description glazed tiles 8” x 12” unglazed tiles 8” x 8” border tiles 3” x 8” cement sand grout tile trim area

area 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

qty 0.00 0.00 0.00 0.00 0.00 0.00 0.00


unit cost 18.50 12.00 18.00 205.00 500.00 60.00 50.00

amount -

description

install

MANUAL C

labor cost c

material com

tile works

tiles @ 2

const bid cost/unit nd

flr t & b

#DIV/0!

unit cost

qty:


200.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00 #DIV/0!

sub con -

1 1

200.00 300.00

crew 1.0

equipment


qty

unit

unit cost

total


2.5

2.5


MANUAL COMPUTATION Area = Ceramic tiles size labor cost computation: Labor = Skilled = Crew = Wage per labor = Wage per skilled = capacity per crew =

0 Sqm 8” x 8” 1 1 1 200 Per day 300 Per day 2.5 sqm/day


(0) (2.5)(1)

Duration = Say=

0 Days 0 Days


php/sqm


const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!



5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


4.1 4.2 4.3 4.4 4.5 4.6 4.7


2.0 project cost

3.0 other costs

terials unit cost

4.0 indirect cost

P-

mputation:

mputation:

amount

sqm/day

sqm/day sqm/day

0.2 25 25 5 Cost #N/A #DIV/0!


amount in pesos

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

INPUT C.R. DIMENSION ( in m) LENGTH WIDTH HEIGHT description glazed tiles 8” x 12” unglazed tiles 8” x 8” border tiles 3” x 8” cement sand grout tile trim area


area 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

qty 0.00 0.00 0.00 0.00 0.00 0.00 0.00


unit cost 18.50 12.00 18.00 205.00 500.00 60.00 50.00

amount -

description

install

MANUAL C

labor cost

material co

tile works

const bid cost/unit

tiles @ masters bedroom t& b

#DIV/0!

unit cost

qty:


200.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00 #DIV/0!

sub con -

1 1

200.00 300.00

crew 1.0

equipment


qty

unit

unit cost

total


2.5

2.5


MANUAL COMPUTATION Area = Ceramic tiles size

0 Sqm 8” x 8”

labor cost computation: Labor = Skilled = Crew = Wage per labor = Wage per skilled = capacity per crew =



(0) (2.5)(1)

Duration = Say=

0 Days 0 Days


php/sqm


const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!



5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


4.1 4.2 4.3 4.4 4.5 4.6 4.7


2.0 project cost

3.0 other costs

ials unit cost

4.0 indirect cost

P-

utation:

utation:

amount

sqm/day

sqm/day sqm/day

0.2 25 25 5 Cost #N/A #DIV/0!


amount in pesos

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

tile works

tiles @ kitchen counter unit cost description ceramic 8 x 8 border 3 x 8 tile trim cement scratch coat 3/4" sand grout area

area

0.00 0.00 0 0.00

qty 0.000 0.000 0.000 0.000 0.000 0

unit pcs pcs pcs bags cum bags

unit cost 12.00 18.00 60.00 205.00 500.00 60.00

amount 0 -


200.00 #DIV/0! #DIV/0! #DIV/0! 1 1

equipment

bill of description

qty

labor cos install

material

175216638.xls.ms_officeTILES AT KIT9/25/2013

MANUAL COMPUTATION Area = 0 Ceramic tiles size 8” x 8” labor cost computation: Labor = 1 Skilled = 1 Crew = 1 Wage per labor = 200 Wage per skilled = 300 capacity per crew = 2.5 labor unit cost = ( labor+skilled) capacity (1)(200)+(1)(300) = (2.5) labor unit cost = 200 Labor cost = Duration = Area Capacity x crew = Duration = Say= material computation: l w/ border tiles = area = cement factor: sand factor: cement: =


(0) (2.5)(1) 0 0 #N/A 0 0.24 0.02 (0) x(0.24) 0

sand: (0) x (0.02) = 0 grout: (0) x (0.2) = 0 unglazed tiles: (25) x (0) = 0 glazed tiles: (25) x (0) = 0 border tiles : 0 Total material cost = Material unit cost = Total cost: Labor cost + material cost #N/A Total unit cost Labor |: cost + material cost Area #N/A


qty:

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

0.00

sqm pcf project cost 7.5% - proj.supervision #DIV/0! #DIV/0! constn facilities indirect eqpt sub con miscellaneous others indirect cost 20% crew bonds s 200.00 1.0 insurance s 300.00 escalation cost of money contingencies contractor tax profit total 27.5% total 5.0% bill of materials unit unit cost amount


5.00% 2.50% 0% 0% 0% 0% 0% 0% 3% 5% 2% 10.0%



0.00 0.00 #DIV/0! 0.00 #DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs


4.0 indirect cost

total

P-


4.1 4.2 4.3 4.4 4.5 4.6 4.7



sqm/day 2.5 sqm/day



Sqm

Per day Per day sqm/day

(300) php/sqm Php

Days Days m grout factor: Sqm unglazed factor: bag/sqm glazed factor: cum/sqm border tiles factor: unit cost bags 500

0.2 25 25 5 Cost -



cum

60

bags

#N/A

pc

#N/A

60

pc pc

-

205 #N/A

#N/A #N/A #N/A

+ material cost

Php erial cost Area php/sqm


#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%


0.0% 0.0%

#DIV/0! #DIV/0!

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%





kitchen counter unit cost description PATECO CABINET DOOR CONCEALED HINGES HANDLE CATCHES cement slab 100 mm thick sand gravel chb 5" 10mmrsb

area

cabinet jamb

#N/A 0.00

0.00 0.00 0.00 0.00 0.00 0.00 1.26 3.23

volume

qty 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.380 0.538

unit pcs pcs pcs pcs bags cum cum pcs pcs

unit cost 275.00 36.00 25.00 5.00 205.00 500.00 700.00 8.00 115.00

amount 131.04 61.81

bdft

36.00

#N/A #N/A


1,000.00 #N/A #N/A #N/A 1 1

equipment

slab WIDTH LENGTH HEIGHT

0.6

bill of 1.05

description

qty

labor cos install

material

175216638.xls.ms_officeKIT COUNTER9/25/2013



(0) (0.5)(1) 0 0 3.225 0 0.24 0.02 (0) x(0.24) 0



const bid cost/unit

total bid cost

#N/A

#N/A #N/A

qty:

lot pcf project cost - proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total total

#N/A

#N/A

sub con

200.00 300.00

crew 1.0

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0% 0%



unit cost

#N/A 0.00 #N/A

20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% 5.0%

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs



0.00 0.00


total

#N/A

labor cost computation: 0.5 cum/day

4.1 4.2 4.3 4.4 4.5 4.6 4.7


#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

cum/day 0.5 cumday



Sqm


(300) php/sqm Php

Days Days m grout factor: Sqm unglazed factor: bag/sqm glazed factor: cum/sqm border tiles factor: unit cost bags #N/A

0.2 25 25 5


Cost #N/A


cum

205

-

bags

500

-

pc

25

-

pc pc

5 115

#N/A #N/A

+ material cost



#N/A #N/A #N/A #N/A 72.50


5.0% 2.5% 0.0% 0.0% 7.5%


0.0% 0.0%

#N/A #N/A

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%





nook counter unit cost description PATECO CABINET DOOR CONCEALED HINGES HANDLE CATCHES cement slab 100 mm thick sand gravel chb 5" 10mmrsb cabinet jamb volume

area 0.00 0.00 0.00 0.00 0.00 0.00 1.26 3.23 #N/A 0.00

qty 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.380 0.538

unit pcs pcs pcs pcs bags cum cum pcs pcs bdft

unit cost 275.00 36.00 25.00 5.00 205.00 500.00 700.00 8.00 115.00 36.00

amount 131.04 61.81 #N/A #N/A


1,000.00 #N/A #N/A #N/A 1 1

equipment

slab WIDTH LENGTH HEIGHT

0.6 1.05

bill of description

qty

labor cos install

material

175216638.xls.ms_officenook counter9/25/2013



(0) (0.5)(1) 0 0 3.225 0 0.24 0.02 (0) x(0.24) 0



const bid cost/unit

total bid cost

#N/A

#N/A #N/A

qty:

lot pcf project cost - proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total total

#N/A

#N/A

sub con

200.00 300.00

crew 1.0

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0% 0%



unit cost

#N/A 0.00 #N/A

20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% 5.0%

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs



0.00 0.00


total

#N/A

labor cost computation: 0.5 cum/day

4.1 4.2 4.3 4.4 4.5 4.6 4.7



cum/day 0.5 cumday



Sqm


(300) php/sqm Php

Days Days m grout factor: Sqm unglazed factor: bag/sqm glazed factor: cum/sqm border tiles factor: unit cost bags #N/A

0.2 25 25 5 Cost #N/A



cum

205

-

bags

500

-

pc

25

-

pc pc

5 115

#N/A #N/A

+ material cost



#N/A #N/A #N/A #N/A 72.50


5.0% 2.5% 0.0% 0.0% 7.5%


0.0% 0.0%

#N/A #N/A

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%





tile works

nook (granite slab) unit cost description Granite slab cement scratch coat 3/4" sand area

area 0.00 0.00 0.00

qty 0.000 0.000 0.000

unit pcs bags cum

unit cost 6,500.00 205.00 500.00

amount -


200.00 #DIV/0! #DIV/0! #DIV/0! 1 1

equipment

bill of description

qty

labor cost install

175216638.xls.ms_officeTILEKS NOOK9/25/2013

material

miscellaneous


qty:

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

0.00

sqm pcf project cost 7.5% - proj.supervision #DIV/0! #DIV/0! constn facilities indirect eqpt sub con miscellaneous others indirect cost 20% crew bonds s 200.00 1.0 insurance s 300.00 escalation cost of money contingencies contractor tax profit total 27.5% total 5.0% bill of materials unit unit cost amount


5.00% 2.50% 0% 0% 0% 0% 0% 0% 3% 5% 2% 10.0%



0.00 0.00 #DIV/0! 0.00 #DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs


4.0 indirect cost

total

P-


4.1 4.2 4.3 4.4 4.5 4.6 4.7



sqm/day 2.5 sqm/day




#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%


0.0% 0.0%

#DIV/0! #DIV/0!

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%




ceiling

interior ceiling unit cost description

qty

width m

length m

area sqm

labor unit cost equipment unit cost material unit cost ceiling works unit cost total cost duration crew labor carpenter

total

qty: #DIV/0! - sub con 1 1

200.00 300.00

equipment

description 4.5 MM THK IN METAL FURRING

qty 0

bill of materials unit SQ.M.

-


175216638.xls.ms_officeCEILING INT9/25/2013



miscellaneous


0.00

#DIV/0! #DIV/0!

crew 1.0

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

sqm pcf project cost 7.5% - proj.supervision constn facilities indirect eqpt miscellaneous others 0% indirect cost 20% bonds s insurance s escalation cost of money contingencies contractor tax profit total 27.5%


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

materials



2.1 2.2 2.3 2.4


amount 450.00

0.00 0.00 0.00

P-

5.0% 2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0!

0.0% 0.0%


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7

total


2.0 project cost

3.0 other costs unitcost

#DIV/0! #DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 72.50


#DIV/0!

t computation:


5.00

sqm/day

computation:









ceiling

exterior ceiling unit cost description

qty

width m

length m

area sqm -

total

qty:

labor unit cost equipment unit cost material unit cost ceiling works unit cost total cost duration crew labor carpenter

#DIV/0! - sub con 1 1

200.00 300.00

equipment

description - 4.50 THK FLEXBOARD IN METAL FURRING

qty 0

bill of materials unit SQM.


175216638.xls.ms_officeCEILING EXT9/25/2013



miscellaneous


0.00

#DIV/0! #DIV/0!

crew 1.0

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

sqm pcf project cost 7.5% - proj.supervision constn facilities indirect eqpt miscellaneous others 0% indirect cost 20% bonds s insurance s escalation cost of money contingencies contractor tax profit total 27.5%


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

of materials



2.1 2.2 2.3 2.4


amount 550.00


5.0% 2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0!

0.0% 0.0%


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

2.0 project cost

3.0 other costs unitcost

#DIV/0! #DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 72.50

0.00 4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7

total

P-


#DIV/0!

ost computation:


5.00

sqm/day

al computation:









painting works

enamel

CONST BID COST/unit 3.0

COATS qty:

UNIT COST DESCRIPTION cornice interior ceiling windows 1 stair railings doors counter cabinet bedroom closet acu grills grilles exterior ceiling trellis hand rail TOTAL

AREA (sqm) -

0.74 -


20.00

P160.59 SQM PCF Project cost 14.86 Proj.Supervision 20.74 Constn Facilities Indirect Eqpt Miscellaneous Others Indirect Cost crew Bonds s 1.0 Insurance s Escalation Cost of Money Contingencies Contractor Tax Profit Total

14.86 20.74

96.43 116.43 sub con 86.52 0.03 1 1

TOTAL BID COST

SUMMARY

119.34 1.38

PROJECT:

0.74

200.00 300.00

0.74

7.5%

1.0 DIRECT COST 5.00% 2.50% 0% 0%

1.1 1.2 1.3 1.4


0% 20% 0% 0% 0% 3% 5% 2% 10.0%

qty 0.03 0.06 0.02 0.03 0.07 0.03 0.074315179

bill of materials unit gal gal gal gal pcs 1/4 quart kgs

unit cost 465.00 515.00 190.00 545.00 10.00 95.00 50.00

2.1 2.2 2.3 2.4


13.82 30.62 3.74 16.20 0.74 2.82 3.72

71.66

0.40 MH/sqm 0.20 MH/sqm MH/sqm

25.00 .

material computation: description paint thinner enamel paint glazing putty sand paper

spreading rate .10lit/sqm 0.15 lit/sqm/coat 0.05lit/sqm 0.10pc/sqm

Miscellaneous

0.03 0.04 0.04 0.10

gal/sqm gal/sqm gal/sqm ps/sqm

5.97 2.98 0.00 0.00 8.95

5.0% 2.5% 0.0% 0.0% 7.5%

5.00 2.50 0.00 0.00 7.50

0 0

0.0% 0.0%

0.00 0.00

0.00 0.00 0.00 3.58 5.97 2.39 11.93 23.87

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

0.00 0.00 0.00 3.00 5.00 2.00 10.00 20.00

amount

total


PCT WT. OF TOTAL 12.45 0.00 60.05 0.00 72.50

27.5%

labor cost computation: ENAMEL/spreading rate WALL preparation

12.45 0.00 60.05 0.00 72.50

2.0 PROJECT COST

3.0 OTHER COSTS description enamel paint flat quick dry enamel paint thinner glazing putty sand paper tin tin color stopa

AMOUNT IN PESOS 14.86 0.00 71.66 0.00 86.52

4.0 INDIRECT COST 4.1 4.2 4.3 4.4 4.5 4.6 4.7

Bonds Insurance Escalation Cost of Money Contingencies Contractor's Tax Profit

119.34

100.00

plumbing works

plumbing wares & fixtures unit cost description water closet & lavatory package (emperor)

qty

water closet & lavatory package (skylark) kitchen sink double tub kitchen sink single tub total no of item

unit set

unit cost 5,500.00

amount -

set set set

4,400.00 2,099.75 790.00

-

0.00 0.00

-

labor unit cost equipment unit cost material unit cost plumbing unit cost total cost duration crew labor tile setter

500.00 #DIV/0! #DIV/0! #DIV/0! 1 1

bill of mater

labor cost comp

material compu

175216638.xls.ms_officePLUMBINGWARE FIXTURES9/25/2013

miscellaneous


const bid cost/unit qty: #DIV/0!

#DIV/0! 0.00 wc pcf project cost - proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

sub con

200.00 300.00

crew 1.0

total bid cost

summary

#DIV/0! #DIV/0!

project:

7.5%

1.0 direct cost 5.00% 2.50%

1.1 labor 1.2 direct equipment

0% 0%

1.3 materials 1.4 subcontract

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

2.0 project cost 2.1 2.2 2.3 2.4


4.1 4.2 4.3 4.4 4.5 4.6 4.7


27.5%

bill of materials

3.0 other costs

4.0 indirect cost total

P-

labor cost computation

1




amount in pesos 0.00 #DIV/0! 0.00 #DIV/0!

pct wt. of total #DIV/0! #DIV/0!

#DIV/0!

#DIV/0! 0.00 #DIV/0! 72.50

#DIV/0! #DIV/0! #DIV/0!


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0!


#DIV/0!


plumbing works

rough-in ground flr unit cost item no.

fresh water line

description

qty

unit

unit cost

amount

labor unit cost equipment unit cost

3/4" dia blue pipe 1/2" dia blue pipe 1/2" dia gi tee 3/4 x 1/2" dia gi tee reducer 1/2" dia gi elbow 90 kitchen sink faucet shower faucet shower head /valve teflon tape gate valve 3/4" 1/2" x 3/8" gi reducer 3" x 1/2" dia nipple 3/4" x 1/2dia gi elbow reducer 3/4"dia coupling 3/4"dia tee 3/4"dia elbow

pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s

100.00 55.00 13.00 25.00 15.00 699.75 350.00 520.00 10.00 320.00 15.00 13.00 15.00 11.00 25.00 15.00

-

2"dia upvipe 4"dia upvc pipe p- trap 2" dia wye reducer 4" x 2" dia wye 4" dia elbow 45 - 4" dia elbow 45 - 2" dia elbow 90 - 4" dia elbow 90 - 2" dia tee reducer 4" x 2" dia c. o. adoptor & plug 4" dia tee 4" dia solvent cement 100 cc coupling 4" pvc

pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s can pc/s

170.00 450.00 62.00 90.00 138.00 74.00 24.00 85.00 26.00 85.00 65.00 118.00 75.00 53.00

-

Sewer line

175216638.xls.ms_officePLUMBING19/25/2013

material unit cost plumbing unit cost total cost duration crew labor plumber

description

floor drain stainer coupling 2" pvc

pc/s pc/s

80.00 18.00

-

summary

project: 1.0 direct cost 1.1 1.2 1.3 1.4

2.0 project cost 2.1 2.2 2.3


2.4

3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


qty: 2,000.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

wc project cost - proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit

sub con -

1 1

200.00 300.00

crew 1.0

total

pcf

summary project:

7.5%

1.0 direct cost 5.00% 2.50%

1.1 1.2

0% 0%

1.3 1.4

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

2.1 2.2 2.3 2.4

27.5%


2.0 project cost

3.0 other costs

unit

unit cost


total

P-


4.1 4.2 4.3 4.4 4.5

4.6 4.7 0.25



amount in pesos materials labor direct equipment subcontract

project supervision construction facilities indirect equipment

pct wt. of total

#DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50


#DIV/0! #DIV/0! #DIV/0!

5.0% 2.5% 0.0%

#DIV/0! #DIV/0! #DIV/0!

0.00 #DIV/0! 0.00


miscellaneous

bonds insurance escalation cost of money contigencies contractor's tax profit

#DIV/0! #DIV/0!

0.0% 7.5%

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


#DIV/0!


#DIV/0!



#DIV/0!

#DIV/0! 0.00 #DIV/0! 72.50

#DIV/0! #DIV/0! #DIV/0!


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!



0.0% 0.0% 0.0% 3.0% 5.0%


contractor's tax profit

#DIV/0! #DIV/0! #DIV/0!

2.0% 10.0% 20.0%

#DIV/0! #DIV/0! #DIV/0!



#DIV/0!

#DIV/0!


#DIV/0!



plumbing works

rough-in second flr unit cost item no.

fresh water line

description

qty

unit

unit cost

amount

labor unit cost equipment unit cost

3/4" dia blue pipe 1/2" dia blue pipe 1/2" dia gi tee 3/4 gi tee 1/2" dia gi elbow 90 kitchen sink faucet shower faucet shower head /valve teflon tape 3/4" x 1/2" gi tee reducer 1/2" x 3/8 gi reducer 2" x 1/2" dia nipple 3/4" x 1/2dia gi elbow reducer 3/4"dia coupling 3/4"dia tee 3/4"dia elbow


100.00 55.00 13.00 25.00 15.00 470.00 350.00 520.00 10.00 25.00 15.00 13.00 15.00 11.00 25.00 15.00

-

2"dia upvipe 4"dia upvc pipe p- trap 2" dia wye reducer 4" x 2" dia wye 4" dia elbow 45 - 4" dia elbow 45 - 2" dia elbow 90 - 4" dia elbow 90 - 2" dia tee reducer 4" x 2" dia c. o. adoptor & plug 4" dia tee 4" dia solvent cement 100 cc floor drain stainer


170.00 450.00 62.00 90.00 138.00 74.00 24.00 85.00 26.00 85.00 65.00 118.00 75.00 80.00

-

Sewer line


material unit cost plumbing unit cost total cost duration crew labor plumber

description

coupling 4" pvc coupling 2" pvc

pc/s pc/s

53.00 18.00

-

summary


2.0 project cost 2.1 2.2


2.3 2.4

3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


qty: 2,000.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!


sub con -

1 1

200.00 300.00

crew 1.0

total

pcf

summary project:

7.5%

1.0 direct cost 5.00% 2.50%

1.1 1.2

0% 0%

1.3 1.4

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

2.1 2.2 2.3 2.4

27.5%


2.0 project cost

3.0 other costs

unit

unit cost


total

P-


4.1 4.2 4.3 4.4 4.5

4.6 4.7

0.25




project supervision construction facilities

pct wt. of total

#DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50


#DIV/0! #DIV/0!

5.0% 2.5%

#DIV/0! #DIV/0!

0.00 #DIV/0! 0.00


indirect equipment miscellaneous


#DIV/0! #DIV/0! #DIV/0!

0.0% 0.0% 7.5%

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


#DIV/0!


#DIV/0!



#DIV/0!

#DIV/0! 0.00 #DIV/0! 72.50

#DIV/0! #DIV/0! #DIV/0!


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!



0.0% 0.0% 0.0% 3.0% 5.0%



#DIV/0! #DIV/0! #DIV/0!

2.0% 10.0% 20.0%

#DIV/0! #DIV/0! #DIV/0!



#DIV/0!

#DIV/0!


#DIV/0!



plumbing works

rough-in attic unit cost item no.

fresh water line

description

qty

unit

unit cost

amount

3/4" dia blue pipe 1/2" dia blue pipe 1/2" dia gi tee 3/4 gi tee 1/2" dia gi elbow 90 kitchen sink faucet shower faucet shower head / valve teflon tape 3/4" x 1/2" gi tee reducer 1/2" x 3/8 gi reducer 2" x 1/2" dia nipple 3/4" x ½ dia gi elbow reducer 3/4"dia coupling 3/4"dia tee 3/4"dia elbow


100.00 55.00 13.00 25.00 15.00 470.00 350.00 520.00 10.00 25.00 15.00 13.00 15.00 11.00 25.00 15.00

-

2"dia upvipe 4"dia upvc pipe p- trap 2" dia wye reducer 4" x 2" dia wye 4" dia elbow 45 - 4" dia elbow 45 - 2" dia elbow 90 - 4" dia elbow 90 - 2" dia tee reducer 4" x 2" dia c. o. adoptor & plug 4" dia tee 4" dia solvent cement 100 cc floor drain stainer


170.00 450.00 62.00 90.00 138.00 74.00 24.00 85.00 26.00 85.00 65.00 118.00 75.00 80.00

-

Sewer line


labor unit cost equipment unit cost material unit cost plumbing unit cost total cost duration crew labor plumber

description

coupling 4" pvc coupling 2" pvc

pc/s pc/s

53.00 18.00

-

sanimold extra-orange (moldex) 4” upvc 3” upvc 2” upvc p-tap 2” clean-out with plug 4” clean-out with plug 2” 4” tee 2” tee tee reducer 4" x 2" dia wye reducer 4" x 2" dia wye 4” elbow 45 - 2" dia elbow 45 – 4" dia elbow 90 - 2" dia elbow 90 - 4" dia elbow 3” 4” elbow 4” c.o.

490.00 300.00 245.00 71.00 39.00 14.00 90.00 24.50 73.50 66.50 84.00 14.00 40.00 17.00 53.00 33.00 53.00 39.00

summary


2.0 project cost 2.1 2.2 2.3


2.4

3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


qty: 2,000.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!


sub con -

1 1

200.00 300.00

crew 1.0

total

pcf

summary project:

7.5%

1.0 direct cost 5.00% 2.50%

1.1 1.2

0% 0%

1.3 1.4

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

2.1 2.2 2.3 2.4

27.5%


2.0 project cost

3.0 other costs

unit

unit cost


total

P-


4.1 4.2 4.3 4.4 4.5

4.6 4.7 0.25




project supervision construction facilities indirect equipment

pct wt. of total

#DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50


#DIV/0! #DIV/0! #DIV/0!

5.0% 2.5% 0.0%

#DIV/0! #DIV/0! #DIV/0!

0.00 #DIV/0! 0.00


miscellaneous


#DIV/0! #DIV/0!

0.0% 7.5%

#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


#DIV/0!


#DIV/0!



#DIV/0!

#DIV/0! 0.00 #DIV/0! 72.50

#DIV/0! #DIV/0! #DIV/0!


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!



0.0% 0.0% 0.0% 3.0% 5.0%



#DIV/0! #DIV/0! #DIV/0!

2.0% 10.0% 20.0%

#DIV/0! #DIV/0! #DIV/0!



#DIV/0!

#DIV/0!


#DIV/0!



const bid cost/unit

septic tank installation & pipes septic tank description septic tank

set qty 0.00

4" dia upvc pipes 4" dia upvc tee 4" dia upvc co/cover 4" dia upvc coupling 4" dia upvc elbow solvent cement 100cc

10,400.00

unit set

unit cost -

pcs pcs pcs pcs pcs can

450.00 118.00 65.00 53.00 85.00 75.00

total

amount -

unit cost

qty:

labor unit cost equipment unit cost material unit cost bath tub unit cost total cost duration

500.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00

#DIV/0!

sub con -

crew labor tile setter

1 1

200.00 300.00

crew 1.0

-

volume quantity 0

width 1.2

length 2.4

depth 1.5

#DIV/0! bt pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

total bid cost

summary

#DIV/0! #DIV/0!

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

qty

unit cost



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00


3.0 other costs

unit

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

0.00 0.00 #DIV/0!

27.5%




total

P4.1 bonds 4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit


1


miscellaneous

#DIV/0!

#DIV/0!

const bid cost/unit

catch basin & downspout unit cost labor unit cost equipment unit cost material unit cost septic tank total cost duration crew labor mason

#DIV/0! qty: 0.00 cum pcf project cost 250.00 - proj.supervision #DIV/0! #DIV/0! constn facilities #DIV/0! indirect eqpt #DIV/0! sub con miscellaneous #DIV/0! others indirect cost crew bonds s 1 200.00 1.0 insurance s 1 300.00 escalation cost of money contingencies contractor tax profit total bill of materials

total

concreting chb laying formworks rebars plastering

2 5.5 8 100 12

total bid cost #DIV/0! #DIV/0! 7.5% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5%

#DIV/0!

labor cost computation: cum/ day 0 sqm/day 0 sqm/day 0 kg/day 0 sqm/day 0

250 90.90909091 62.5 5 41.66666667

0 0 0 0 0

2

0 #DIV/0!


175216638.xls.ms_officecatch basin & downspout9/25/2013

0

miscellaneous






#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!


#DIV/0!

3 4

item 1 2 3 4 5 6 7 8



item no. 16

description

length

height

opening

area

no of chb

m

m

m

sqm

pcs

1.90 1.90 1.90 1.90 1.90

0.00 0.00 0.00 0.00 0.00 0.00 opening 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 area 0.0 0.0 0.0 0.0 0.00

0.0 0.0 0.0 0.0 0.0 0.0 no of chb 0.0 0.0 0.0 0.0 0.0

mix

septic tank units

4"chb front left right rear partition 5"chb

0.80 3.00 3.00 0.80 1.60

catch basin units

b b b b b


length 0.50 0.50 0.50 0.50

height 0.40 0.40 0.40 0.40

mix b b b b

front left right rear partition

length 0.80 3.00 3.00 0.80 1.60

height 1.90 1.90 1.90 1.90 1.90

opening 0.00 0.00 0.00 0.00 0.00 0.00

area 0.00 0.00 0.00 0.00 0.00 0.00

no of chb 0.0 0.0 0.0 0.0 0.0 0.0

mix b b b b b


length 0.50 0.50 0.50 0.50

height 0.40 0.40 0.40 0.40

opening 0.00 0.00 0.00 0.00 0.00

area 0.0 0.0 0.0 0.0 0.00

no of chb 0.0 0.0 0.0 0.0 #VALUE!

mix b b b b

cement 0 0

sand 0 0

plastering septic tank 1/2" thick

plastering catch basin 1/2" thick

concrete slab1 slab2 rebars slab 2 forms

length 3 2 length1 0 length 3


width thickness volume mix 0.8 0.1 0 b 0.8 0.1 0 b no pcs length2 no pcs total tiewire 1 0 1 #DIV/0! 0.0 width area pw lumber nails 0.8 0 0 0 0.0

pipes & fittings item 1 2 3 4

description 3" dia upvc pipe 3" dia upvc elbow 3" dia upvc coupling solvent cement 100cc

qty

unit pcs pcs pcs can

billof materials item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

description 4"chb 4"chb 4" dia upvc pipes 4" dia upvc tee 4" dia upvc co/cover 4" dia upvc coupling 4" dia upvc elbow 3" dia upvc pipe 3" dia upvc elbow 3" dia upvc coupling solvent cement 100cc form lumber 9mmrsb tie wire cement sand assorted nails plywood 1/4 ord 10 mm dia volume 0.00


qty unit 0 pcs 0 pcs 0 pcs 1 pcs 0 pcs 0 pcs 0 pcs 0 pcs 0 pcs 0 pcs 0 can 0 bd ft 0.0000 pcs 0 kg 0 bags 0 cum 0.00 kg 0.00 pcs #DIV/0! pcs material cost: material unit cost: labor unit cost:

unitcost amount 7.00 7.00 450.00 118.00 141.60 65.00 53.00 85.00 120.00 25.00 10.00 75.00 20.00 80.00 60.00 1.13 205.00 500.00 50.00 275.00 115.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0!


cement

sand

9mmrsbhor

9mmrsbvert

tiewire

bags

cum

m

m

kg

0.00 0.00 0.00 0.00 0.00 0.00 cement 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.000 sand 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 9mmrsbhor 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.000 9mmrsbvert 0.00 0.00 0.00 0.00 0.000

0.000 0.000 0.000 0.000 0.000 0.000 tiewire 0.000 0.000 0.000 0.000 0.000

cement 0.000 0.000 0.000 0.000 0.000 0.00

sand 0.000 0.000 0.000 0.000 0.000 0.000

cement 0.000 0.000 0.000 0.000 0.00

sand 0.000 0.000 0.000 0.000 0.000




CHINT

electrical works 8 BRANCHES 10 BRANCHES 12 BRANCHES 14 BRANCHES item no. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

description 8 BRANCHES (CHINT) 10 BRANCHES (CHINT) 12 BRANCHES (CHINT) 14 BRANCHES (CHINT) #8 awg stranded wire #10 awg stranded wire #12 awg stranded wire #14 awg stranded wire f h 1/2 dia fh 3/4 dia utility box 2x4 junction box 4" with cover c o t slot c o plate switch quitematic (royu) plate cover 1-gang plate cover 2-gang plate cover 3-gang clamp electrical tape big conc nail gi wire ga # 18 receptacle acu outlet

1746 2957 4349 4624 qty

SET SET SET SET unit SET SET SET SET roll/s roll/s roll/s roll/s roll/s roll/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s kg kg pc/s pc/s

0.0 0.0 0.0 0.0 0.0 0.0

1.0 0.5 0.5

(1-60A 5-20A 1-16A) (1-60A 7-20A 2-16A) (1-100A 9-20A 2-16A) (1-100A 10-20A 3-16A) unit cost 1,746.00 2,957.00 4,349.00 4,624.00 4,645.00 4,455.00 2,910.00 1,635.00 750.00 950.00 18.00 25.00 25.00 25.00 35.00 25.00 25.00 25.00 2.50 25.00 75.00 60.00 28.00 240.00 total :

total

½ upvc

175216638.xls.ms_officeelectrical19/25/2013

0.0

68.25 pc/3m

amount 25.00 37.50 30.00 92.50

ground floor unit cost labor unit cost equipment unit cost material unit cost electrical works unit cost total cost duration crew labor electrician

¾ upvc elbow ½ elbow ¾ Socket / coupling ½ Socket / coupling ¾ male threaded adaptor ½ male threaded adaptor ¾


104.75 pc/3m 9 pc/s 15 pc/s 3 pc/s 5 pc/s 4.75 pc/s 6.5 pc/s

const bid cost/co

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

qty:

lot pcf project cost 7.5% 250.00 - proj.supervision #DIV/0! 0.00 constn facilities #DIV/0! indirect eqpt sub con #DIV/0! miscellaneous #DIV/0! others 0% indirect cost 20% crew bonds s 1 200.00 1.0 insurance s 1 300.00 escalation cost of money contingencies contractor tax profit total 27.5% bill of materials


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4

2.0 project cost 2.1 2.2 2.3 2.4

3.0 other costs


P92.50


2 co/day

2



4.1 4.2 4.3 4.4 4.5 4.6 4.7

miscellaneous


amount in pesos

#DIV/0! #DIV/0!

#DIV/0! 0.00 #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

bonds

#DIV/0!

0.0%

#DIV/0!

insurance escalation cost of money contingencies contractor's tax profit


0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%




#DIV/0!


#DIV/0!


electrical works

second floor unit cost

item no. 1 2 3 4 5 6 7 8 9 10 11 12 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

description breaker box 10 branches breaker switch 15a breaker switch 20a breaker switch 30a breaker switch 40a breaker switch 60a #8 awg stranded wire #10 awg stranded wire #12 awg stranded wire #14 awg stranded wire f h 1/2 dia fh 3/4 dia utility box 2x4 junction box 4" with cover c o t slot C o plate switch quitematic (royu) plate cover 1-gang plate cover 2-gang plate cover 3-gang clamp electrical tape big conc nail gi wire ga # 18 receptacle acu outlet 3 way switch (royu)

qty

0.0 0.0 0.0 0.0 0.0 0.0

1.0 0.5 1.0

unit unit/s pair/s pair/s pair/s pair/s pair/s roll/s roll/s roll/s roll/s roll/s roll/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s kg kg pc/s pc/s pc/s

unit cost

amount

900.00 295.00 295.00 295.00 295.00 420.00 4,645.00 4,455.00 2,910.00 1,635.00 750.00 950.00 18.00 25.00 25.00 25.00 35.00 25.00 25.00 25.00 2.50 25.00 75.00 60.00 28.00 240.00 85.00

25.00 37.50 60.00 0 .

total : total


0.0

122.50

labor unit cost equipment unit cost material unit cost electrical works unit cost total cost duration crew labor electrician


const bid cost/co

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

qty:

co pcf project cost 7.5% 250.00 - proj.supervision #DIV/0! 0.00 constn facilities #DIV/0! indirect eqpt sub con #DIV/0! miscellaneous #DIV/0! others 0% indirect cost 20% crew bonds s 1 200.00 1.0 insurance s 1 300.00 escalation cost of money contingencies contractor tax profit total 27.5% bill of materials


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


2.0 project cost

3.0 other costs


P122.50 4.1 bonds


2 co/day

2



4.2 4.3 4.4 4.5 4.6 4.7


miscellaneous


amount in pesos

#DIV/0! #DIV/0!

#DIV/0! 0.00 #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

#DIV/0!

0.0%

#DIV/0!


0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!


#DIV/0!


electrical works

attic unit cost

item no. 1 2 3 4 5 6 7 8 9 10 11 12 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

description breaker box 10 branches breaker switch 15a breaker switch 20a breaker switch 30a breaker switch 40a breaker switch 60a #8 awg stranded wire #10 awg stranded wire #12 awg stranded wire #14 awg stranded wire f h 1/2 dia fh 3/4 dia utility box 2x4 junction box 4" with cover c o t slot (royu) c o plate switch quitematic (royu) plate cover 1-gang plate cover 2-gang plate cover 3-gang clamp electrical tape big conc nail gi wire ga # 18 receptacle acu outlet 3 way switch (royu)

qty

0.0 0.0 0.0 0.0 0.0 0.0

1.0 0.5

unit unit/s pair/s pair/s pair/s pair/s pair/s roll/s roll/s roll/s roll/s roll/s roll/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s pc/s kg kg pc/s pc/s pc/s

unit cost 900.00 295.00 295.00 295.00 295.00 420.00 4,645.00 4,455.00 2,910.00 1,635.00 750.00 950.00 18.00 25.00 25.00 25.00 35.00 25.00 25.00 25.00 2.50 25.00 75.00 60.00 28.00 240.00 85.00

amount 25.00 37.50 0

labor unit cost equipment unit cost material unit cost electrical works unit cost total cost duration crew labor electrician

250.00 #DIV/0! #DIV/0! 0.50 1 1

bil

labor c

. total : total

62.50

0.0

mater


miscellaneous


qty:

const bid cost/co

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

1.00

co pcf project cost 7.5% 250.00 250.00 proj.supervision #DIV/0! 400.00 constn facilities indirect eqpt sub con #DIV/0! miscellaneous others 0% indirect cost 20% crew bonds s 200.00 1.0 insurance s 300.00 escalation cost of money contingencies contractor tax profit total 27.5% bill of materials


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


2.0 project cost

3.0 other costs

4.0 indirect cost 4.1 bonds total

P62.50


2 co/day

2



4.2 4.3 4.4 4.5 4.6 4.7



amount in pesos

#DIV/0! #DIV/0!

#DIV/0! 0.00 #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

#DIV/0!

0.0%

#DIV/0!


0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!


#DIV/0!


floor finishes

const bid cost/unit

wood parquet ( narra ) 3/8" description

total volume

qty

width m

length m

area sqm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

classb

unit cost

qty:

labor unit cost equipment unit cost material unit cost tile works unit cost total cost duration

0.00 #DIV/0! #N/A

sub con 0.00

crew labor tilesetter

1.00 2.00

300.00

500.00

description wood parquet ( narra ) 3/8" narra strip

#N/A sqm pcf project cost 0.00 proj.supervision #N/A constn facilities indirect eqpt #N/A miscellaneous others indirect cost crew bonds s 1.00 insurance s escalation cost of money contingencies contractor tax profit total

bill of materials unit sqft

qty 0.00 #N/A

total bid cost #N/A #N/A

0.00

1.0 direct cost 0.05 0.03 0.00 0.00

0.00 0.00 0.00 0.03 0.05 0.02 0.10

200.00

amount 0.00 0.00 #N/A

total

#N/A

2.00

mh / sq m mh / sq m mh / sq m

2.00 4.00 32.00

mh / sq m sq m /day sq m /day

0.36 0.02 0.07 0.10 11.11 0.01

bag/sqm cum/sqm gal/sqm bag/sqm pcs/sqm gal/sqm

20.00 1:2

cement sand adhesives cement for grout of tiles t wood parquet muriatic acid

miscellaneous

#N/A #N/A

#N/A #N/A #N/A #N/A 72.50



0.05 0.03 0.00 0.00 0.08


#N/A #N/A

0.00 0.00

#N/A #N/A


0.00 0.00 0.00 0.03 0.05 0.02 0.10 0.20


0.00 0.00 0.00


0.28

material computation: scratch coat



pc/s

1 man/6 sqm/ day 1 man/4 sqm/ day 1 man/16 sqm/ day

amount in pesos 1.10 1.20 1.30 1.40

0.00 0.20

labor cost computation: scratch coat tile installation cleaning

summary project:

0.08

4.0 indirect cost 4.10 4.20 4.30 4.40 4.50 4.60 4.70


#N/A

#N/A

floor finishes

ceramic tiles 16” x 16” description

qty

width m

length m

area sqm

unit cost -

total volume

labor unit cost equipment unit cost material unit cost tile works unit cost total cost duration crew labor tilesetter

-

description Ceramic 16 x 16 grout cement sand

scratch coat tile installation cleaning

scratch coat cement sand adhesives cement for grout of tiles t tiles muriatic acid

miscella

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

classb qty: 166.67

0.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00

sqm pcf project cost 7.5% - proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others 0% indirect cost 20% crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total 27.5%

bill of materials unit pcs

qty -

gal bag cum

5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

unit cost 55.00

amount -

60.00 205.00 500.00

-

total

P-

labor cost computation: 1 man/6 sqm/ day 1 man/6 sqm/ day 1 man/18 sqm/ day

1.33 1.33 0.44

mh / sqm mh / sqm mh / sqm

3.00

mh / sqm

0.36 0.02 0.07 0.10 6.25 0.01


material computation: 20 1:2

miscellaneous




#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!

#DIV/0!

floor finishes

granite 16” x 16” description

qty

width m

length m

area sqm

unit cost -

total volume

-


description granito 16” x 16” (ground) grout cement sand



miscella

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

classb qty: 166.67

0.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00



qty -

gal bag cum

5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

unit cost 174.00

amount -

60.00 205.00 500.00

-

total

P-


1.33 1.33 0.44


3.00

mh / sqm

0.36 0.02 0.07 0.10 6.25 0.01



miscellaneous




#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!

#DIV/0!

floor finishes

ceramic tiles 12” x 12" (balcony, carport description carport porch lanai balcony pasemano total volume

qty

width m

length m

area sqm

unit cost -


description ceramic tiles tile trim grout cement sand



const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

balcony, carport & lanai) qty: 166.67

0.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00


bill of materials unit pcs pcs gal bag cum

qty -

unit cost 29.60 50.00 60.00 205.00 500.00

5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

amount -

total

P-


1.33 1.33 0.44


3.00

mh / sqm

0.36 0.02 0.07 0.10 11.11 0.01



miscellaneous




#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!

#DIV/0!

water proofing

const bid cost/unit

water proofing (balcony & CR) description Balcony Cr-2 Cr-master bedroom total volume

qty

width m

length m

vol. cu.m. 0.00 0.00 0.00

area sqm 0.00 0.00 0.00

0.00

0.00

classb qty:

unit cost labor unit cost equipment unit cost material unit cost water proofing unit cost total cost duration

20.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00

#DIV/0!

sub con -

crew labor tilesetter

1.00 1.00

description

qty

200.00 300.00

crew 1.00

#DIV/0! sqm pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total


total bid cost

summary

#DIV/0! #DIV/0!

project:

7.5%

1.0 direct cost 0.05 0.03 -


0.20 0.03 0.05 0.02 0.10

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00 0.00 #DIV/0! 0.00


0.28 3.0 other costs

unit cost


BRUSH BOND

0.00

Pack

360.00

0.00 total

P-


frosroc application by brush


miscellaneous

25.00


25.00

sq m / day

4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!

#DIV/0!

description

Total

qty

width m

length m

area sqm -

scratch coat red cement

floor finishes

const bid cost/unit

red cement finish

classb

#DIV/0!

unit cost

qty:


description red cement

23.44

0.00 -

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

sub con -

1 1

qty 0

200.00 300.00

crew 1.0

bill of materials unit bags

unit cost 150.00

total

labor cost computation: Spreading troweling

1 man/64 sq m 1 man / 32 sq m

0.13 0.25 0.38 21.33 material computation:

scratch coat red cement

20 1:2 0.17

miscellaneous

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

sqm pcf project cost 7.5% proj.supervision constn facilities indirect eqpt miscellaneous others 0% indirect cost 20% bonds s insurance s escalation cost of money contingencies contractor tax profit total 27.5%


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


4.1 4.2 4.3 4.4 4.5 4.6 4.7


2.0 project cost



total

P-


kg/sqm cum/sqm gal/sqm bag/sqm pcs/sqm gal/sqm

amount in pesos

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0!

#DIV/0!

floor finishes

cement topping (2 description

qty -

total volume

width m -

length m -

area sqm

nd

flr)

classb

unit cost -

qty:


equipment

-

62.50 #DIV/0! #DIV/0! #DIV/0! #DIV/0!


1 1

200.00 300.00

1

description

cement sand


qty

-

bag cum

labor cost computation: surface preparation tile installation

1 man/10 sqm/ day 1 man/12sqm/ day


scratch coat

20 1:2

cement sand adhesives cement for grout of tiles t tiles muriatic acid

miscellaneous

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

0.00



5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

erials


unit cost

#DIV/0!

0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0!

0.0% 0.0%


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

#DIV/0! #DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs amount 4.0 indirect cost 205.00 500.00

-

total

4.1 4.2 4.3 4.4 4.5 4.6 4.7 P-


#DIV/0!

mputation:

putation:


mh / sqm mh / sqm mh / sqm 8.00

mh / sqm

0.36 0.02 0.07 0.10 11.11 0.01





description cement sand gravel 9mm. dia. rebar 10mm. dia. rebar 12mm. dia. rebar 16mm. dia. rebar ga 16 tiewire formboard formlumber assted nail formoil

qty 6.54 0.36 0.73 0.98 15.40 64.67 25.20 1.18 2.74 60.35 1.34 1.26

unit bag/s cu.m. cu.m. kg/s. kg/s. kg/s. kg/s. kg/s. pc/s. bd.ft. kg./s lit

total volume for cement concrete volume no. of steps variable height step width (run) step height (rise) length of step landing width length of landing thickness of slab thickness of landing no. of steps 0.00 slab 1.00 landing 1.00 i - beam 1.00 vertical slab 1.00 wall footing 1.00

input values here =

0.73

0.30 0.20 1.10 1.00 2.20 0.125 0.125 step width 0.30 slab width 1.10 landing width 1.00 width 0.13 width / thickness 0.20 width 0.40

step height 0.20 thickness 0.13 thickness 0.13 depth 0.40 height 0.60 depth 0.25

length of step 1.10 length of slab 0.00 length of landing 2.20 length 4.20 length 1.10 length 1.10

form works total form area stair width no. of steps 0.00 slab 1.00 landing 1.00 i - beam 1.00 vertical slab 1.00

input values here = = step width 0.30 stair width 1.00 landing width 1.00 width 0.13 width / thickness 0.20

rebar works total rsb weight

7.90 1.00 step height 0.20 thickness 0.13 thickness 0.13 depth 0.40 height 0.60

median + 0.125 0.29 length of slab 0.00 length of landing 2.20 length 4.20 length 1.10

input values here =

106.24

no. of steps

step width

step height

length of step

0.00

0.30

0.20

1.10

slab

slab width

thickness

length of slab

1.00

1.10

0.13

0.00

landing

landing width

thickness

length of landing

1.00

1.00

0.13

2.20

i - beam

width

depth

length

1.00

0.13

0.40

4.20

i - beam

width

depth

length

1.00

0.13

0.40

4.20

vertical slab

width/thickness

height

length

1.00

0.20

0.60

1.10

wall footing

width

depth

length

1.00

0.40

0.25

1.10

diameter

weight ( 1 )

weight ( 2 )

total (kg)

9.00

0.00

0.98

0.98

10.00

1.93

13.48

15.40

12.00

35.83

28.83

64.67

16.00

25.20

0.00

25.20

20.00

0.00

0.00

0.00

25.00

0.00

0.00

0.00

28.00

0.00

0.00

0.00

weight computation:

32.00

0.00

0.00

0.00

36.00

0.00

0.00

0.00

tie wire

1.18

stairs

concrete steps & landing unit cost

unit cost 205.00 500.00 700.00 30.77 32.86 33.00 32.56 60.00 275.00 20.00 55.00 8.00

amount 1,341.32 181.75 508.90 30.00 506.00 2,134.00 820.40 70.64 754.34 1,206.94 73.87 10.05

7,638.21

volume 0.00 volume 0.00 volume 0.28 volume 0.21 volume 0.13 volume 0.11

labor unit cost equipment unit cost material unit cost stair works unit cost total cost duration crew labor carpenter mason steel man equipment

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 9,390.16 1.66 8 1 1 1 500

bill of mater description cement sand gravel 9mm. dia. rebar 10mm. dia. rebar 12mm. dia. rebar 16mm. dia. rebar ga 16 tiewire formboard formlumber assted nail formoil

qty 6.54 0.36 0.73 0.98 15.40 64.67 25.20 1.18 2.74 60.35 1.34 1.26

labor cost comp

area 0.00 area 0.00 area 2.48 area 3.89 area 1.54

material compu

code

cont.bar dia

kg/m

cont.bars(pc/step)

code

3.00

12.00

0.83

2.00

3.00

code

top bars (dia)

kg/m

spacing

code

3.00

12.00

0.83

0.20

3.00

code

top bars (dia)

kg/m

spacing

code

3.00

12.00

0.83

0.20

3.00

code

cont.bar dia

kg/m

cont.bars (pc)

code

4.00

16.00

1.50

4.00

2.00

code

cont.bar dia

kg/m

cont.bars (pc)

3.00

12.00

0.83

2.00

code

front bars (dia)

kg/m

spacing

code

3.00

12.00

0.83

0.20

3.00

code

cont.bar dia

kg/m

cont.bars (pc)

code

2.00

10.00

0.58

3.00

1.00

const bid cost/step #DIV/0! qty:

0.00

#DIV/0! #DIV/0!

#DIV/0!

sub con

200.00 300.00 300.00 300.00

bill of materials unit bag/s cu.m. cu.m. kg/s. kg/s. kg/s. kg/s. kg/s. pc/s. bd.ft. kg./s lit

crew 1.0

steps pcf project cost 7.5% proj.supervision constn facilities indirect eqpt miscellaneous others 0% indirect cost 20% bonds s insurance s escalation cost of money contingencies contractor tax profit total 27.5% unit cost

1.38 5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

amount 1,341.32 181.75 508.90 30.00 506.00 2,134.00 820.40 70.64 754.34 1,206.94 73.87 10.05

205.00 500.00 700.00 30.77 32.86 33.00 32.56 60.00 275.00 20.00 55.00 8.00

total labor cost computation:

total bid cost 12,951.95

7,638.21


cut bar dia.

kg/m

spacing

cut bars (pc/step)

12.00

0.83

0.20

7.00

bottom bars (dia)

kg/m

spacing

length of top bars

12.00

0.83

0.20

1.10

bottom bars (dia)

kg/m

spacing

length of top bars

12.00

0.83

0.20

25.20

ties

kg/m

ties(pc)

length of 16 mm

10.00

0.58

22.00

16.80

rear bars (dia)

kg/m

spacing

length of front bars

12.00

0.83

0.20

8.30

cut bars

kg/m

spacing

length of cont. bars

9.00

0.43

0.40

3.30



2.1 2.2 2.3 2.4


amount in pesos 1570.21 181.75 7638.21 0.00 9390.16

2.0 project cost

3.0 other costs

647.60 323.80 0.00 0.00 971.40 0 0

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6

bonds insurance escalation cost of money contingencies contractor's tax

4.7 profit

0.00 0.00 0.00 388.56 647.60 259.04

1295.19 2590.39

12,951.95

length of cutbars(/step)

total kg(cont.bars)

total kg(cut bars)

tie wire(kg)

4.20

0.00

0.00

0.00

length of bottom bars

total kg(top bars)

total kg(bot. bars)

tie wire(kg)

1.10

0.92

0.92

0.07

length of bottom bars

total kg(top bars)

total kg(bot. bars)

tie wire(kg)

25.20

21.00

21.00

0.16

length of ties

total kg(cont. bars)

total kg(ties)

tie wire(kg)

23.10

25.20

13.48

0.75

length of 12 mm

total kg(cont. bars)

8.40

7.00

length of rear bars

total kg(front bars)

total kg(rear bars)

tie wire(kg)

8.30

6.92

6.92

0.09

length of cut bars

total kg (cont)

total kg (cut bars)

tie wire(kg)

2.25

1.93

0.98

0.11

concreting works

concreting

3000 psi

unit cost 12.12 1.40 58.97 0.00 72.50

pct wt. of total 12.12 1.40 58.97 0.00 72.50

5.0% 2.5% 0.0% 0.0% 7.5%

5.00 2.50 0.00 0.00 7.50

0.0% 0.0%

0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0%

0.00 0.00 0.00 3.00 5.00 2.00

10.0% 20.0%

10.00 20.00


750 250.00 2,795.00 3,795.00 2,758.97 0.10 6 1


1

bill of description 1.0 cement 2.0 sand s-1 2.0 gravel 3/4"

qty 6.54 0.36 0.73

labor cost mixing and placing concrete manually 2cum/day

100.00

one bagger mixer material description 1.0 cement 2.0 sand 3.0 gravel 3/4"

const bid cost/cum P5,234.48 qty

cum pcf project cost 545.25 155.79 proj.supervision 26.83 26.83 constn facilities indirect eqpt sub con miscellaneous others indirect cost crew bonds s 200.00 1 insurance s 300.00 escalation cost of money contingencies 500 contractor tax profit total bill of materials unit unit cost bags 205.00 cum 500.00 cum 700.00

total bid cost P3,805.47

0.73

total

1.38

structural grade unit cost

8% 5% 3% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10%

labor unit cost equipment unit cost material unit cost rebar unit cost total cost duration crew labor steel man equipment

27.5% amount 1,341.32 181.75 508.90

2,031.97

labor cost computation: 2 cum/day

2 2 material computation: class a 9 bag/cum 9 .5cum/cum 0.5 1 cum/cum 1

rebars

bag/cum cum/cum cum/cum


const bid cost/kg P53.13

40 psi qty 5.00

531.21 14.92

106.24 531.21 14.92

33.52 38.52 sub con 4,092.25 1.06 1 1

qty 1 15 65 25 0 0 0 0 0 1

200.00 300.00

crew 1.0

kg

pcf


bill of materials unit wt / 6 m kg 2.60 kg 3.50 kg 5.00 kg 9.00 kg 14.00 kg 23.12 kg 29.00 kg 37.88 kg 47.95 kg -


100 kg/day


total bid cost P5,644.48

unit cost 30.77 32.86 33.00 32.56

60.00

1.38 7.50% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% amount 30.00 506.00 2,134.00 820.40 70.64 3,561.04

forms

forms

coco lumber

unit cost labor unit cost equipment unit cost material unit cost formworks unit cost total cost duration crew labor carpenter

qty

62.50 258.89 321.39 2,538.95 0.49 1 1

equipment


const bid cost/kg P443.29

qty 3 60 1 1

7.90

sqm pcf project cost 493.75 493.75 proj.supervision 24.14 24.14 constn facilities sub con indirect eqpt miscellaneous others crew indirect cost 2.0 bonds s 200.00 insurance s 300.00 escalation cost of money contingencies contractor tax profit total bill of materials unit unit cost pcs 275.00 bdft 20.00 kg 55.00 li 8.00

total

labor cost computation: install erect dismantel repair

8 sqm/day

8 sqm/day


total bid cost P3,502.00 1.38 7.5% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% amount 754.34 1,206.94 73.87 10.05 P2,045.20

wooden handrails

wooden handrails ( 3"x 3" )

description wooden handrails

qty

length (ft)

1

l.ft.

unit

unit cost

ft

130.00

0.00

amount -

labor unit cost equipment unit cost material unit cost handrail unit cost total cost duration crew labor carpenter

11.11 #DIV/0! #DIV/0! #DIV/0! 1 1

equipment

bill of ma description wooden handrails

qty 0.00

labor cost co install

material com

175216638.xls.ms_officeWOODHANDRAILS9/25/2013

summary


materials labor direct equipment subcontract

2.1 2.2 2.3 2.4


2.0 project cost


3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7



const bid cost/unit qty: #DIV/0! #DIV/0! sub con

200.00 300.00

bill of materials unit l.ft

total bid cost

summary

#DIV/0! 0.00 lft pcf #DIV/0! project cost 7.5% - proj.supervision 5.00% #DIV/0! constn facilities 2.50% indirect eqpt 0% P- miscellaneous 0% others 0% indirect cost 20% crew bonds s 0% 1.0 insurance s 0% escalation 0% cost of money 3% contingencies 5% contractor tax 2% profit 10.0% total 27.5%



2.1 2.2 2.3 2.4


4.1 4.2 4.3 4.4 4.5 4.6 4.7


2.0 project cost



total

P-

labor cost computation: 45 ft/day

45 ft/day



amount in pesos

pct wt. of total

#DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50



5.0% 2.5% 0.0% 0.0% 7.5%


0.00 0.00 0.00


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


#DIV/0!


#DIV/0!


0.00 0.00 0.00 0.00 0.00

5.0% 2.5% 0.0% 0.0% 7.5%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


-



#DIV/0!



stair railings

steel stair railings

description stair railings

qty 1

area

area (sq ft) 0

unit sq ft

0.00

unit cost 150.00

amount -

labor unit cost equipment unit cost material unit cost stair railings unit cost total cost duration crew labor carpenter

14.29

#DIV/0! #DIV/0! 1 1

equipment

bill of ma description stair railings

qty 0.00

labor cost co install

material com

175216638.xls.ms_officeSTAIRRAILINGS9/25/2013

summary


materials labor direct equipment subcontract

2.1 2.2 2.3 2.4


2.0 project cost


3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7



qty:

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0!

0.00


200.00 300.00

bill of materials unit sqft

sqft pcf project cost 7.5% - proj.supervision #DIV/0! constn facilities indirect eqpt #DIV/0! miscellaneous others 0% indirect cost 20% crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total 27.5%


5.00% 2.50% 0% 0%

0% 0% 0% 3% 5% 2% 10.0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


4.1 4.2 4.3 4.4 4.5 4.6 4.7


2.0 project cost



total

P-

labor cost computation: 35 sqft/day

35 sqft/day



amount in pesos

pct wt. of total

#DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50



5.0% 2.5% 0.0% 0.0% 7.5%


0.00 0.00 0.00


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


#DIV/0!


#DIV/0!


0.00 0.00 0.00 0.00 0.00

5.0% 2.5% 0.0% 0.0% 7.5%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


-



#DIV/0!



mouldings

cast in place

concrete mouldings


total volume

qty

thick m

width m

length m

-

area sqm

vol cum

labor unit cost equipment unit cost material unit cost concrete moulding unit cost total cost duration

-

-

crew

-

-

equipment

labor mason

description 1.0 cement 2.0 sand balluster( 0.80 x 2.50)

qty: 150.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

0 1

qty -

const bid cost/lm #DIV/0! lm pcf project cost proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 2.0 insurance s escalation cost of money contingencies contractor tax profit total 0.00

200.00 300.00

bill of materials unit bags cum PCS

total bid cost #DIV/0! #DIV/0! 7.5%

1.0 direct cost 5.00% 2.50% 0% 0%

4.00

miscellaneous


0% 0% 0% 3% 5% 2% 10.0%

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!



4.00



0% 20%

unit cost 205.00 500.00 950.00

amount -

total

-

labor cost computation: 1 man/2 lm/ day

summary project:

mh / lm mh / lm

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!

#DIV/0!

const bid cost/unit

pebble ( black with vigan tiles) description

total volume

qty

width m

length m

area sqm -

classb

unit cost labor unit cost equipment unit cost material unit cost pebble unit cost total cost duration crew labor tilesetter

description pebbles ( boracay ) cement sand

qty: 125.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

qty -

vigan tiles

#DIV/0! sqm pcf project cost proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total

total bid cost

200.00 300.00

bill of materials unit can bag cum

summary

#DIV/0! #DIV/0!

0.00

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


2.0 project cost 2.1 2.2 2.3 2.4



0 pcs

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50

#DIV/0!

unit cost 40.00 205.00 500.00

amount -

15.00

-

total

4.0 indirect cost

P-


4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!

4.00

mh / sqm

0.66 0.02 1.00

bag/sqm cum/sqm can / sq m


20 1:2

cement sand pebbles

miscellaneous

#DIV/0!

STEEL BARS PRICE LIST SIZE mm

MASS kg/Lm

6

7.5

LENGTH (M) 9

10.5

12

GRADE 230(STRUCTURAL GRADE) ASTM33; 230MPa / 33000 PSI 9 10 12 16 20 25 28 32 36

0.433 0.583 0.833 1.500 2.333333333 3.854 4.833 6.313 7.991

28.44 42.13 60.74 106.11 162.76 254.36 330.58 443.17 560.97

35.55 52.66 75.92 132.64 203.45 317.95 413.23 553.96 701.21

42.66 63.20 91.11 159.17 244.14 381.54 495.87 644.75 841.46

49.77 73.73 106.29 185.69 284.83 445.13 578.52 775.55 981.70

56.88 84.26 121.48 212.22 325.52 508.72 661.16 886.34 1,121.94

77.61 111.89 195.63 300.35 469.42 608.97 815.33 1,032.05

88.70 127.88 223.58 343.26 536.48 695.96 931.80 1,179.48

82.86 119.35 212.22 331.43 517.98 649.55 848.47 1,073.99

94.70 136.40 242.54 378.78 591.98 742.34 969.68 1,227.42

GRADE 230(STRUCTURAL GRADE) ASTM33; 230MPa / 33000 PSI 10 12 16 20 25 28 32 36

0.616 0.888 1.579 2.466 3.854 4.833 6.313 7.991

44.35 63.94 111.79 171.63 268.24 347.98 465.90 589.74

55.44 79.92 139.74 214.54 335.30 434.98 582.38 737.18

66.53 95.91 167.68 257.45 402.36 521.97 698.85 884.61

GRADE 230(STRUCTURAL GRADE) ASTM33; 230MPa / 33000 PSI 10 12 16 20 25 28 32 36

0.616 0.888 1.579 2.466 3.854 4.833 6.313 7.991

47.35 68.20 121.27 189.39 295.99 371.17 484.84 613.71

59.19 85.25 151.59 236.74 369.99 463.96 606.05 767.14

71.02 102.30 181.91 284.08 443.98 556.76 727.26 920.57

const bid cost/unit

pebbles ( black ) description carport

total volume

qty

width m

length m

area sqm -

classb

unit cost labor unit cost equipment unit cost material unit cost Pebble unit cost total cost duration crew labor tilesetter

description pebbles ( black) cement sand

qty: 125.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

qty -


total bid cost

200.00 300.00

bill of materials unit can bag cum

summary

#DIV/0! #DIV/0!

0.00

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


2.0 project cost 2.1 2.2 2.3 2.4



unit cost 40.00 205.00 500.00

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50

#DIV/0!

amount -

total

4.0 indirect cost

P-



#DIV/0!

4.00

mh / sqm

0.66 0.02 1.00



20 1:2

cement sand pebbles

miscellaneous

#DIV/0!

const bid cost/unit

vinyl tiles 12" x 12" description

total volume

qty

width m

length m

area sqm -

classb

unit cost

qty:


description vinly 12" x 12"

45.45

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1.00 1.00

qty -

200.00 300.00

total bid cost

#DIV/0! sqm pcf project cost 0.08 proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous #DIV/0! others #DIV/0! indirect cost 0.20 crew bonds s 1.00 insurance s escalation cost of money contingencies contractor tax profit total 0.28 -


summary

#DIV/0! #DIV/0!

project: 1.0 direct cost 0.05 0.03 -

amount in pesos 1.10 1.20 1.30 1.40


#DIV/0!

0.03 0.05 0.02 0.10

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


2.0 project cost 2.10 2.20 2.30 2.40



#DIV/0!

amount -


0.05 0.03 0.08


#DIV/0! #DIV/0!

-

#DIV/0! #DIV/0!


0.03 0.05 0.02 0.10 0.20


4.0 indirect cost tile adhesives

-

gal

375.00

-

total

-

labor cost computation: scratch coat tile installation

sq m / day sq m / day


#DIV/0! 11.00

sq m/ day

0.36 0.02 0.07 0.10 11.11 0.01



20.00 1:2


miscellaneous

#DIV/0!

const bid cost/unit

cement topping description

qty

width m -

TOTAL VOLUME

length m -

-

area sqm -

classb

unit cost

qty:

labor unit cost equipment unit cost material unit cost cement topping unit cost total cost duration crew labor tilesetter

-

description

62.50

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1.00 1.00

200.00 300.00

qty


vinly 12" x 12"

total bid cost

#DIV/0! sqm pcf project cost 0.08 proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous #DIV/0! others #DIV/0! indirect cost 0.20 crew bonds s 1.00 insurance s escalation cost of money contingencies contractor tax profit total 0.28 -

SUMMARY

#DIV/0! #DIV/0!

PROJECT:

0.05 0.03 -

1.0 DIRECT COST 1.10 1.20 1.30 1.40

AMOUNT IN PESOS Labor Direct Equipment Materials Subcontract

#DIV/0!

0.03 0.05 0.02 0.10

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


2.0 PROJECT COST 2.10 2.20 2.30 2.40


3.0 OTHER COSTS unit cost 11.00

#DIV/0!

amount -


0.05 0.03 0.08


#DIV/0! #DIV/0!

-

#DIV/0! #DIV/0!


0.03 0.05 0.02 0.10 0.20


4.0 INDIRECT COST tile adhesives cement sand

gal bag cum

-

280.00 205.00 500.00

-

total

-

labor cost computation: scratch coat tile installation

sq m / day sq m / day

8.00

sq m/ day

0.36 0.02 0.07 0.10 11.11 0.01



20.00 1:2


Miscellaneous

4.10 Bonds 4.20 Insurance 4.30 Escalation Cost of Money 4.50 Contingencies 4.60 Contractor's Tax 4.70 Profit

#DIV/0!

#DIV/0!

stainless handrail 2” pipe

description

wooden handrails

qty

length (ft)

1

2” stainless pipe stainless welding rod

unit

unitcost

ft 1

l.ft.

0.00 1.00

1.00

pcs kg

2,500.00 120.00

amount

labor unit cost equipment unit cost material unit cost

- handrail unit cost - total cost - duration 120.00 crew tinsmith 120.00 equipment

description stainless pipe stainless pipe 2” welding rod

pipe bending buffering

175216638.xls.ms_officeSTAINLESS HANDRAIL9/25/2013

summary


2.0 project cost 2.1


2.2 2.3 2.4

3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


const bid cost/unit qty: 30.00 60.00

#DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! 0.00 lft project cost - proj.supervision 0.00 constn facilities indirect eqpt

sub con

P-

crew 1.0 1

300.00

1

600.00

bill of materials unit l.ft pcs kg

qty 0.00 0.00 2.00

miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

total bid cost

summary

#DIV/0! #DIV/0!

pcf

project:

7.5%

1.0 direct cost 5.00% 2.50% 0%

1.1 1.2 1.3

0%

1.4

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

2.0 project cost 2.1 2.2 2.3 2.4


unit cost 0.00 2500 120

amount 0.00 240.00

4.0 indirect cost 4.1 4.2 4.3

total

P240.00

labor cost computation: 5lft day 5lft day

5 ft/day 5 ft/day

10 ft/day


4.5 4.6 4.7



project supervision

pct wt. of total

#DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50


#DIV/0!

5.0%

#DIV/0!

0.00 0.00 0.00


construction facilities indirect equipment miscellaneous


#DIV/0! #DIV/0! #DIV/0! #DIV/0!

2.5% 0.0% 0.0% 7.5%

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


#DIV/0!


#DIV/0!

amount in pesos labor direct equipment materials

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0!

pct wt. of total #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

0.00 #DIV/0! 72.50

#DIV/0! #DIV/0!


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


subcontract



#DIV/0!


#DIV/0!



stainless railings

description stair railings

grade 202-interior grade 304-exterior

qty

area (sq ft)

1 area

unit sq ft

0.00

5500-7000/lm 7000-9000/lm

unitcost

amount

labor unit cost equipment unit cost material unit cost - stair railings unit cost - total cost duration crew labor tinsmith equipment

description stair railings ¾ tubing x 1.20 mm thk per 20 ft 1/2” tubing x 1.20 mm thk per 20 ft 1/2” x 3/16' flat bar stainless per 8 ft welding rod

175216638.xls.ms_officeSTAINLESS STAIR RAILINGS9/25/2013

summary


2.0 project cost


2.1 2.2 2.3 2.4

3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


qty: 66.67 60.00 #DIV/0! #DIV/0! #DIV/0! 1 1

200.00 300.00

1

600.00

qty 0.00 4.00 5.00 9.00 1

bill of materials unit sqft pc pc pc box

total bid cost

#DIV/0!

#DIV/0!

sqft pcf #DIV/0! project cost 7.5% - proj.supervision 5.00% 0.00 constn facilities 2.50% indirect eqpt 0% #DIV/0! miscellaneous 0% 0% others indirect cost 20% crew bonds s 0% 1.0 insurance s 0% escalation 0% cost of money 3% contingencies 5% contractor tax 2% profit 10.0% total 27.5%


2.0 project cost 2.1 2.2 2.3 2.4

3.0 other costs unit cost 0.00 1250 900 700 450

total

labor cost computation: fabrication/install

summary

0.00


const bid cost/unit

7.5 sqft/day

7.5 sqft/day


amount 5,000.00 4,500.00 6,300.00 450.00 P16,250.00

4.0 indirect cost 4.1 4.2 4.3 4.5 4.6 4.7

equipment

10 sqft/day material computation:


pct wt. of total

#DIV/0! 0.00 0.00 0.00 #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50






5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


#DIV/0!


#DIV/0!




#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

#DIV/0!


#DIV/0!



const bid cost/unit

bath tub unit cost description area qty unit bath tub 1.36 set royal tern penguin acrylic with telephone shower

masonry cement sand chb p trap

0 1.53 0.09 0 2.00

0 1.53 0.08976 0 2.00

unit cost 11,050.00

205.00 500.00 7.00 62.00 total

amount 313.65 44.88 124.00 482.53

qty:

labor unit cost equipment unit cost material unit cost bath tub unit cost total cost duration

500.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

crew labor tile setter

1 1

#DIV/0! bt pcf project cost proj.supervision 0.00 constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total

total bid cost #DIV/0! #DIV/0!

0.00

200.00 300.00

1.0 direct cost 5.00% 2.50% 0% 0%

qty


0% 20% 0% 0% 0% 3% 5% 2% 10.0%

unit cost



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00


3.0 other costs

unit

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

0.00 0.00 #DIV/0!

27.5%


summary project:

7.5%


total

P482.53 4.1 bonds 4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit


1


miscellaneous

#DIV/0!

#DIV/0!

painting works

boysen multi-fleck super dense


coats qty:


l

ht

open

0.00

area -

labor unit cost equipment unit cost material unit cost painting unit cost total cost duration

12.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

-

crew -

labor labor

1.00

equipment

500

description

qty 0

boysen multi-fleck

#DIV/0!

sub con

200.00 300.00

bill of materials unit lt

crew 1.00


total bid cost

summary

#DIV/0! #DIV/0!

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%


0% 20% 0% 0% 0% 3% 5% 2% 10.0%



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00

2.0 project cost 2.1 2.2 2.3 2.4



unit cost 480

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

0.00 #DIV/0! #DIV/0!

amount 0 4.0 indirect cost

total

-

sqm total

labor cost computation: boysen multifleck /spreading rate

3.125 sq / mh

25 sqm/day

P-


#DIV/0! 25 sqm/day 50 sqm/day

equipment

material computation: description boysen multi-fleck

spreading rate 0.500 lit/sqm

#DIV/0!

painting works

boysen acrytex clear


coats qty:


l

ht

open


0.00 0.00 total

0.00

sqm

12.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0.00 #DIV/0! sub con

0.00

crew labor labor

1.00

equipment

500.00

description acrytex clear (1st coat) acrytex clear (2nd coat)

qty 0.00 0.00

#DIV/0! sqm pcf project cost 0.00 proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 2.00 insurance s escalation cost of money contingencies contractor tax profit total

200.00 300.00

bill of materials unit gal gal

labor cost computation: 3.13 sq / mh 3.13 sq / mh 3.13 sq / mh

25.00 mh / sq m

material computation: description

spreading rate

acrytex clear (1st coat) acrytex clear (2nd coat)


0.04 gal/sqm 0.04 gal/sqm

miscellaneous



0.00 0.20 0.00 0.00 0.00 0.03 0.05 0.02 0.10

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50



0.05 0.03 0.00 0.00 0.08


#DIV/0! #DIV/0!

0.00 0.00

#DIV/0! #DIV/0!


0.00 0.00 0.00 0.03 0.05 0.02 0.10 0.20


0.00 #DIV/0! #DIV/0! 0.00

2.0 project cost 2.10 2.20 2.30 2.40


0.28 amount 0.00 0.00

0.00


#DIV/0!

25.00 sqm/day 25.00 sqm/day

equipment

summary

#DIV/0! #DIV/0! 0.08


total

acrytex clear (1st coat) spreading rate acrytex clear (2nd coat) spreading rate

total bid cost

0.00

area

#DIV/0!

painting works

boysen acrytex paint


coats qty:

unit cost description grd 2nd partition

total

l -

ht

open

-

-


16.67

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! 1 1

200.00 300.00

-

description 1.0 acrytex top coat 2.0 acrytex cast 3.0 acrytex reducer

#DIV/0!

sub con

crew labor skilled

sqm

0.00

area

bill of materials unit gal gal gal

qty -

7.0 acri color

crew 1.0

-

total bid cost


summary

#DIV/0! #DIV/0!

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%


0% 20% 0% 0% 0% 3% 5% 2% 10.0%



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00

2.0 project cost 2.1 2.2 2.3 2.4



unit cost 765.00 400.00 345.00

quarts

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

0.00 0.00 #DIV/0!

amount

45.00

-

total

P-


#DIV/0! labor cost computation: acrytex/spreading rate wall preparation


0.40 mh/sqm 0.20 mh/sqm 0.60 mh/sqm

30 sqm/day

material computation: description masonry neutralizer topcoat acrytex cast patching compound sand paper acri color rags

spreading rate .10lit/sqm

0.05lit/sqm 0.10sqm/sqm

0.026 0.050 0.200 0.026 0.100 0.25 0.1

gal/sqm gal/sqm gal/sqm kg/sqm sqm/sqm kgs/ sq m

#DIV/0!

const bid cost/unit

steel grilles unit cost description

qty

h

length m

sq ft - sq ft

area materials 10 mm sq bar 12 mm sq bar 2 x 4 tubular ga 16 2 x 3 tubular ga 16 2 x 2 tubular ga 16 gi pipe 1 1/2” dia s 20 1/8 x ½ flat bar 1/8 x 1 flat bar 1/4 x 1/2 flat bar 1/4 x 1 flat bar 3/16 x 1 flat bar l 1” x 1” x 1/8” plain gi sheet ga 18 cyclone wire 4' x 10'

qty

-

0

0 0

1 1/2” bi pipe sch.40 plain round bar 16 mm dia CYLINDRICAL HINGE cast mouldings welding rod epoxy primer lacquer thinner

0 0 0 0 0 0 0 total wt

unit

unit wt 4.71 6.7824 16.956 14.13 11.304 16.89948 1.9134375 3.826875 3.6796875 7.359375 5.4165 7.359375

pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs roll pcs pcs pcs pcs kgs gal gal

16.92

total wt 0 0 0 0 0 0 0 0 0 0 0 0

qty:

labor unit cost equipment unit cost material unit cost grills unit cost total cost duration crew labor

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! sub con #DIV/0! #DIV/0! 1 1

#DIV/0! #DIV/0!

crew 1

200.00 300.00

equipment

description 10 mm sq bar 12 mm sq bar 2 x 4 tubular ga 16 2 x 3 tubular ga 16 2 x 2 tubular ga 16 gi pipe 1 1/2” dia s 20 1/8 x ½ flat bar 1/8 x 1 flat bar 1/4 x 1/2 flat bar 1/4 x 1 flat bar 3/16 x 1 flat bar l 1” x 1” x 1/8” plain gi sheet ga 18 plain round bar 16 mm dia CYLINDRICAL HINGE cast mouldings welding rod

qty -

bill of materials unit pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc pc kg

total bid cost

#DIV/0! #DIV/0! sq ft pcf #DIV/0! project cost 7.5% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%

-

amount -

gal gal

540.00 190.00 total

-

labor cost computation: 0 = total area / no of days

#DIV/0!

sq ft /day

#DIV/0!

sq ft /day

labor fabrication delivery painting

labor no of days

equipment

0.22 mh/kg 0.04 mh/kg 0.02 mh/kg 0.28 mh/kg 28.57143 kg / day 0


40 % of labor cost

miscellaneous

project: 1.0 direct cost

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

4.1 bonds 4.2 insurance 4.3 escalation

#DIV/0! #DIV/0! #DIV/0!

0.0% 0.0% 0.0%

#DIV/0! #DIV/0! #DIV/0!

cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

3.0% 5.0% 2.0% 10.0%

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

20.0%

#DIV/0!

1.1 1.2 1.3 1.4


amount in pesos #DIV/0! #DIV/0! #DIV/0!

2.0 project cost

2.4

2.1 project supervision 2.2 construction facilities 2.3 indirect equipment miscellaneous

3.0 other costs unit cost 110.00 145.00 1,250.00 920.00 735.00 910.00 50.00 130.00 105.00 215.00 170.00 235.00 1,260.00 395.00 50.00 65.00 110.00

0 epoxy primer lacquer thinner

summary

4.0 indirect cost

#DIV/0!

#DIV/0!

wall cladding

wall cladding description

total volume

qty

width m

length m

area sqm -

-

qty:

labor unit cost equipment unit cost material unit cost wall cladding unit cost total cost duration crew labor tilesetter

description wall cladding 4” x 8” green slate cement 5.0 sand acrytex clear

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

classb

unit cost 166.67

0.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00

qty 0

bill of materials unit sqm

sqm pcf project cost proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%

0 0.000

bags cum

205.00 500.00

0

gal

500



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


2.0 project cost 2.1 2.2 2.3 2.4



unit cost 350.00

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50

#DIV/0!

amount -

total

4.0 indirect cost 4.1 bonds 4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit P-

#DIV/0! labor cost computation: scratch coat tile installation cleaning


1.33 1.33 0.44


3.00

mh / sqm

0.36 0.02 0.07 0.10 11.11 0.01



20 1:2


miscellaneous

#DIV/0!

floor finishes

const bid cost/unit

ceramic tiles 12” x 12" description

total volume

qty

width m

length m

area sqm -

classb

unit cost

qty:


description ceramic tiles

166.67

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1


200.00 300.00


qty -

total bid cost

summary

#DIV/0! #DIV/0!

0.00

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


2.0 project cost 2.1 2.2 2.3 2.4



unit cost 29.60

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50

#DIV/0!


grout cement sand

tile trim

gal bag cum

60.00 205.00 500.00

-

pcs

50

-

total

4.1 bonds 4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit P-



1.33 1.33 0.44


3.00

mh / sqm

0.36 0.02 0.07 0.10 11.11 0.01



20 1:2


miscellaneous

#DIV/0!

floor finishes

const bid cost/unit

anti-skid at stair steps description

qty

width m

length m

area

no of tiles

Steps

TOTAL

-

-

classb

unit cost

qty:

labor unit cost equipment unit cost material unit cost anti skid unit cost total cost duration crew labor tilesetter

description

anti skid raven

21.43

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

0 1

qty

0

#DIV/0! steps pcf project cost proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 0.0 insurance s escalation cost of money contingencies contractor tax profit total

total bid cost

SUMMARY

#DIV/0! #DIV/0!

PROJECT:

0.00

200 300


7.5%

1.0 DIRECT COST 5.00% 2.50% 0% 0%

1.1 1.2 1.3 1.4


0% 20% 0% 0% 0% 3% 5% 2% 10.0%

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


2.0 PROJECT COST 2.1 2.2 2.3 2.4



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


27.5% 3.0 OTHER COSTS

pcs


unit cost

amount

1400

-

total

4.0 INDIRECT COST

P-



step/day #DIV/0!

14.00 material computation:

Miscellaneous

step/day

#DIV/0!

floor finishes

const bid cost/unit

ceramic tiles 12” x 12" (stair) description steps rise landing landing landing rise total

qty

width m 0.30 0.20 1.00 1.00 0.20

length m 1.00 1.00 2.00 1.00 1.40

area -

no of tiles -

classb

unit cost

qty:


description ceramic tiles

166.67

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1


200.00 300.00


qty -

total bid cost

summary

#DIV/0! #DIV/0!

0.00

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


2.0 project cost 2.1 2.2 2.3 2.4



unit cost 29.60

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50

#DIV/0!


grout cement sand

-

gal bag cum

60.00 205.00 500.00

-

total

4.1 bonds 4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit P-



1.33 1.33 0.44


3.00

mh / sqm

0.36 0.02 0.07 0.10 11.11 0.01



20 1:2


miscellaneous

#DIV/0!

ceiling joist treatment (solignum)

1.0

description

area( sq.m)

interior ceiling exterior ceiling

-

total

-

total bid cost

#DIV/0!

#DIV/0!

0.00

qty:

labor unit cost equipment unit cost material unit cost solignum unit cost total cost duration crew labor painter

const bid cost/unit coats

unit cost 13.16 #DIV/0! #DIV/0! #DIV/0!

sqm pcf project cost 0.00 proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1.00 insurance s escalation cost of money contingencies contractor tax profit total


0.00 1.00 1.00

200.00 300.00

summary project:

#DIV/0! 7.5% 5.00% 2.50% 0% 0%

1.0 direct cost 1.1 labor 1.2 direct equipment 1.3 materials 1.4 subcontract

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

bill of materials unit 0.000 gal

qty

solignum

unit cost 820.00

2.1 2.2 2.3 2.4


-

0.40 mh/sqm 4.00 mh/sqm mh/sqm

38.00 .

material computation: description solignum

spreading rate 0.0400 gal/sqm

5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


amount

labor cost computation: 1man/20sqm/day 1 man/ 2 sqm/day


27.5%

total

enamel/spreading rate preparation


2.0 project cost

3.0 other costs description

amount in pesos 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! #DIV/0! 72.50


#DIV/0!

#DIV/0!

water proofing

const bid cost/unit

water proofing & topping (roof deck) description

total volume

qty

width m

length m

vol. cu.m. 0.00

area sqm 0.00 0.00 0.00 0.00

classb

unit cost

qty:

labor unit cost equipment unit cost material unit cost water proofing unit cost total cost duration crew labor tilesetter

0.00

100.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

sub con -

1.00 1.00

200.00 300.00

cement sand sahara fosroc

bill of materials unit 0.00 bags 0.00 cu m 0.00 bags 0.00 gal

sahara for slab

0.00

description

-

qty

crew 1.00

total bid cost

#DIV/0! #DIV/0! sqm pcf #DIV/0! project cost 7.5% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0% miscellaneous 0% others 0% indirect cost 20% bonds s 0% insurance s 0% escalation 0% cost of money 3% contingencies 5% contractor tax 2% profit 10.0% total 27.5%




2.1 project supervision 2.2 construction facilities 2.3 indirect equipment 2.4 miscellaneous

bags

amount 0.00 0.00 0.00 0.00

25.00

0.00

total

P-



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00

2.0 project cost

3.0 other costs unit cost 205.00 500.00 25.00 360.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

0.00 0.00 #DIV/0!


#DIV/0! labor cost computation: topping frosroc


2" thk topping cement sand sahara frosroc

miscellaneous

1.00 1.00


5.00

sq m / day

#DIV/0!

const bid cost/co

tv antena outlet item no.

description

qty

unit

unit cost

amount

unit cost labor unit cost equipment unit cost material unit cost outlet unit cost total cost duration

tv cable 1 2 3 4 5

coax cable tv antena splitter flexible hose 1-gang tv terminal set utility box

0.0 0.0

m pcs m pcs pcs

15.00 60.00 6.10 90.00 25.00

total :

-

qty: 250.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00

#DIV/0!

sub con -

crew labor electrician

1 1

200.00 300.00

crew 1.0

-

0.0

#DIV/0! co pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

total bid cost

summary

#DIV/0! #DIV/0!

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%

amount in pesos

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

4.1 bonds

#DIV/0!

0.0%

#DIV/0!

4.2 insurance 4.3 escalation cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit


0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


1.1 labor 1.2 direct equipment 1.3 materials 1.4 subcontract

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

0.00 0.00 #DIV/0! 0.00

2.0 project cost 2.1 2.2 2.3 2.4


27.5%

bill of materials

3.0 other costs


P-


2 co/day

2


miscellaneous

#DIV/0!

#DIV/0!

const bid cost/unit

acu grills (1-unit) NO. OF UNIT

description

qty 1.00 -

h 0.50 0.50 0.52

l

sq ft 8.00 8.00

1.44 1.04 0.72 AREA

labor unit cost equipment unit cost material unit cost acu grills unit cost total cost duration crew labor

qty: 668.85 5,350.80 267.54 702.04 1,638.43 sub con 13,107.43 10.70 1 1

qty 0.00 14 7.644 0.026666667

unit pcs pcs kgs gal gal

unit wt 4.71 21.84

total wt

200.00 300.00


total wt 0 305.76

305.76

0.22 0.04 0.02 0.28

mh/kg mh/kg mh/kg mh/kg

description 10 mm sq bar 1 1/2” x 1 1/2” x3/16 welding rod epoxy primer lacquer thinner

qty 14.00 7.64 0.03 -

18,079.21 sq ft pcf 1.38 project cost 7.5% 5,350.80 proj.supervision 5.00% 95.27 constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% crew bonds s 0.00% 1 insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%

bill of materials unit pc 110.00 pc 340.00 kg 110.00 gal gal

580.00 160.00 total

amount 4,760.00 840.84 15.47 5,616.31

28.57143 kg / day = total area / no of days

no of days

equipment



0.75

sq ft /day

0.75

sq ft /day

amount in pesos 5350.80 2140.32 5616.31 0.00 13107.43

29.60 11.84 31.07 0.00 72.50

pct wt. of total 29.60 11.84 31.07 0.00 72.50

903.96 451.98 0.00 0.00 1355.94

5.0% 2.5% 0.0% 0.0% 7.5%

5.00 2.50 0.00 0.00 7.50

0 0

0.0% 0.0%

0.00 0.00

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

542.38 903.96 361.58 1807.92

3.0% 5.0% 2.0% 10.0%

3.00 5.00 2.00 10.00

3615.84

20.0%

20.00

2.0 project cost

2.4



labor cost computation: labor

summary

8.00

equipment materials 10 mm sq bar 1 1/2” x 1 1/2” x3/16 welding rod epoxy primer lacquer thinner

total bid cost

P2,259.90

unit cost


10.7016

40 % of labor cost 18,079.21


miscellaneous

100.00

CONST BID COST/CO

telephone outlet UNIT COST

item no.

description

qty

unit

unit cost

TELEPHONE 1 2 3 4

WIRE 1-GANG TELEPHONE MODULAR JACK UTILITY BOX FLEXIBLE HOSE 1/2" DIA

0.0 0.0 0.0

M pcs pcs M

8.00 90.00 25.00 6.10 total :

amount -

labor unit cost equipment unit cost material unit cost outlet unit cost total cost duration crew labor electrician

qty: 250.00

0.00 -

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

sub con -

1 1

200.00 300.00

crew 1.0

-

0.0

TOTAL BID COST

SUMMARY

#DIV/0! #DIV/0! CO PCF #DIV/0! Project cost 7.5% Proj.Supervision 5.00% Constn Facilities 2.50% Indirect Eqpt 0% Miscellaneous 0% Others 0% Indirect Cost 20% Bonds s 0% Insurance s 0% Escalation 0% Cost of Money 3% Contingencies 5% Contractor Tax 2% Profit 10.0% Total 27.5%

bill of materials

PROJECT: 1.0 DIRECT COST

AMOUNT IN PESOS 1.1 Labor 1.2 Direct Equipment 1.3 Materials 1.4 Subcontract

0.00 0.00


#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

4.1 Bonds

#DIV/0!

0.0%

#DIV/0!

4.2 Insurance 4.3 Escalation Cost of Money 4.5 Contingencies 4.6 Contractor's Tax 4.7 Profit


0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0! 0.00

2.0 PROJECT COST 2.1 2.2 2.3 2.4


3.0 OTHER COSTS

4.0 INDIRECT COST total

P-


2 CO/DAY

2


Miscellaneous

#DIV/0!

#DIV/0!

basis

wood trellis

equipment

WIDTH

THICK 3

6

2

5

kgs

CONST BID COST/unit

LENGTH description 16 BEAM BEAM 12 TRELLIS

-

assrtd cwn

-

TOTAL BID COST

#DIV/0! QTY

labor unit cost equipment unit cost material unit cost trellis unit cost total cost duration crew labor CARPENTER

NO. OF PCS

200

sundry

UNIT COST

bd ft Project cost 10.00 Proj.Supervision #DIV/0! #DIV/0! #DIV/0! Constn Facilities #DIV/0! Indirect Eqpt #DIV/0! sub con PMiscellaneuos #DIV/0! Others Indirect Cost crew Bonds s 1 200.00 1.0 Insurance s 1 300.00 Escalation Cost of Money Contingecies Contractor Tax Profit Total bill of materials qty unit unit cost bdft 36.00 bdft 36.00 bdft 36.00 kg

55.00

total

labor cost computation: fabricate/install

SUMMARY

#DIV/0!

0.00

PROJECT:

#DIV/0! 7.5%

1.0 DIRECT COST 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%


#DIV/0!

0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0! #DIV/0!

2.0 PROJECT COST 2.1 Project Supervision 2.2 Construction Facilities 2.3 Indirect Equipment 2.4 Miscellaneous

26.5% 3.0 OTHER COSTS amount P-

4.0 INDIRECT COST

50 bdft/day

50 bdft/day

4.1 Bonds Cost of Money 4.5 Contingencies 4.6 Contractor's Tax 4.7 Profit

material computation: #DIV/0! 0

#DIV/0!

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0!

polycarbonate sheet qty:

description

qty

area (sq ft)

unit

sqm area

0.00

unitcost

labor unit cost equipment unit cost material unit cost stair railings unit cost total cost duration

amount

-

333.33


#DIV/0! #DIV/0! #DIV/0! -

crew labor tinsmith

1 1

description 7x19 polycarbonate sheet screw polycarbonate sheet (4x16)

200.00 300.00

sqm pcf #DIV/0! project cost 7.5% proj.supervision 5.00% 0.00 constn facilities 2.50% indirect eqpt 0% #DIV/0! miscellaneous 0% others 0% indirect cost 20% crew bonds s 0% 1.0 insurance s 0% escalation 0% cost of money 3% contingencies 5% contractor tax 2% profit 10.0% total 27.5%


qty




8000 1.5 4900


amount 90.00 14,700.00 P14,790.00

total

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost


pc pc pc

60.00 3.00

summary

0.00


labor cost computation: #DIV/0! fabrication/install

1.5 sqm/day

1.5 sqm/day


summary


amount in pesos 1.1 materials 1.2 labor 1.3 direct equipment 1.4 subcontract

pct wt. of total

#DIV/0!

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


0.00 0.00 0.00

2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs

4.0 indirect cost 4.1 4.2 4.3 4.4 4.5 4.6 4.7


#DIV/0!

#DIV/0!

#DIV/0!

const bid cost/unit #DIV/0!

glass block 8"x8"

glass blocks 8" x 8"

glass block 8"x8"


area

glass block area

0.00

qty 0.00

unit pcs

unit cost 90

amount 0 0

labor unit cost equipment unit cost material unit cost glass blocks unit cost total cost duration crew labor tilesetter

200 #DIV/0! #DIV/0! #DIV/0!

qty:

0.00

0 #DIV/0!

0 #DIV/0!

sub con crew 1.0

1

300

equipment

sqm pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total total

total bid cost #DIV/0! #DIV/0! 7.5% 5.00% 2.50% 0% 0% 0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% 5.0%

unit cost

amount




qty

unit



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


2.0 project cost 2.1 2.2 2.3 2.4


3.0 other costs


#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50

#DIV/0!


P-


3 sqm/day

3 sqm/day



#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

cabinets

bedroom closet unit cost

qty:

labor unit cost equipment unit cost material unit cost cabinet unit cost total cost duration crew

1,428.57

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00

qty


equipment

description

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

lot pcf project cost proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total total unit cost

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0% 0%



#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

20% 0% 0% 0% 3% 5% 2% 10.0%

2.0 project cost 2.1 2.2 2.3 2.4

27.5% 5.0%


3.0 other costs amount 4.0 indirect cost

3/16” ordinary plywood gd lumber 2” x 3” x 10ft gd lumber 2” x 3” x 12ft gd lumber 1 1/2” x 2” x 8ft gd lumber ½” x 2” x 8ft gd lumber ½” x 2” x 10ft plyboard ¾ ord finishing nail stick well concealed hinges closet handle aluminum pipe 1” dia 16 ft flanges 1” dia lockset half c moulding ½ x ½ x 10'

pcs pcs pcs pcs pcs pcs pcs pcs kg pcs pcs pcs pcs pcs pcs

250.00 180.00 216.00 72.00 44.00 55.00 710.00 75.00 120.00 25.00 25.00 240.00 30.00 75.00 55.00

total

P-


0.35 sqm/day

sqm/day 0.35 sqm/day


0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


0

#DIV/0!

#DIV/0!

const bid cost/unit

cornice unit cost description cornice 4” (cn 1 – 4b) x 14 ft cornice 3” (cn 1 – 3b) x 14 ft cornice 2” (cn 1 – 2b) x 14 ft length

w/ 10 per cent allowance

perimeter

0.00

l ft 0.00 0.00 0.00 0.00 0.00

qty 0.00 0.00 0.00 0.00 0.00

unit pcs pcs pcs pcs

unit cost 330.40 247.80 165.20

amount -

qty:

labor unit cost equipment unit cost material unit cost base board 4” total cost duration crew labor carpenter

6.67 #DIV/0! #DIV/0! #DIV/0!

0.00 -

#DIV/0!

0.00

sub con -

1 1

200.00 300.00

crew 1.0

equipment

#DIV/0! lft pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total total

total bid cost #DIV/0! #DIV/0!

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%


0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% 5.0%

qty

unit 0.00 pcs 0.01 kg 0.00 can 0.00 pcs

unit cost 0.00 70.00 120.00 2.00

total

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00 0.00 0.00


3.0 other costs

bill of materials description cornice finshing nail stikwell screw with tox

#DIV/0!

#DIV/0!

amount 0.00 0.37 0.00 0.00


P0.37 #DIV/0! #DIV/0!

#DIV/0! #DIV/0!


75 lf/day

pcs/ day 75 pcs/ day


miscellaneous

miscellaneous

mouldings

cast in place

const bid cost/lm #DIV/0!

concrete moldings 4” unit cost length m

qty:

labor unit cost equipment unit cost material unit cost concrete molding unit cost total cost duration crew labor mason

60.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00

#DIV/0!

sub con -

0 1

200.00 300.00

crew 2.0

equipment

description

qty

- Welding rod concrete moldings 4” Concrete moulding canvass @ lolong bruzon Cel no 0918-534-9586 Cement 0 Sand 0

-

lm pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total

total bid cost #DIV/0!

summary project:

#DIV/0! 7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


27.5%


unit cost

Kgs Lm

100.00 85.00

Bags Cu m

205.00 500.00

amount -

3.0 other costs

total

-


#DIV/0! labor cost computation: 1 man/2 lm/ day

10.00 10.00


miscellaneous

mh / lm mh / lm

#DIV/0!

mouldings

cast in place


concrete moldings 5” unit cost length m

qty:

labor unit cost equipment unit cost material unit cost concrete molding unit cost total cost duration crew labor mason

60.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0.00

#DIV/0!

sub con -

0 1

200.00 300.00

crew 2.0

equipment

description -

qty

Welding rod concrete moldings 5” Concrete moulding canvass @ lolong bruzon Cel no 0918-534-9586 Cement 0 Sand 0

-

lm pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total


summary project:

#DIV/0! 7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


27.5%


unit cost

Kgs Lm

100.00 120.00

Bags Cu m

205.00 500.00

amount -

3.0 other costs

total

-



10.00 10.00


miscellaneous

mh / lm mh / lm

#DIV/0!

const bid cost/unit

base board 4” (bb 1- 4b) x 14 ft Perimeter

L ft 0.00

qty 0.00

unit Pcs

qty:

labor unit cost equipment unit cost material unit cost Base board 4” total cost duration crew

6.67

0.00 -

0.00

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

sub con -

labor Carpenter

total bid cost

#DIV/0!

unit cost description Grnd & 2nd floor

1 1

200.00 300.00

crew 1.0

equipment

l ft pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total total

summary

#DIV/0!

item no.27

project: 1.0 direct cost 5.00% 2.50% 0% 0%


0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% 5.0%

Length

0

qty

unit 0.00 PCS 0.01 Kg 0.00 Can 0.00 PCS

unit cost 341.60 75.00 120.00 2.00


3.0 other costs

total bid cost

#DIV/0!

-

summary project:

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 100.00


5.0% 2.5% 0.0% 0.0% 7.5%


0.0% 0.0% 0.0% 0.0% 0.0%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

0.0% 0.0%

0.00 0.39 0.00 0.00


#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%



#DIV/0! #DIV/0!

#DIV/0! #DIV/0!

#DIV/0!

labor cost computation: 75 lf/day

PCS/ DAY 75 PCS/ DAY


miscellaneous

const bid cost/unit

P0.39

W/ 10 per cent allowance

install

coats


0.00

amount

lft total

1.0

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

0.00 0.00 #DIV/0!

2.0 project cost

bill of materials description Base board 4” (BB 1- 4b) x 14 ft Finshing nail Stikwell Screw with tox

painting works enamel

#DIV/0! 7.5%

miscellaneous

PAINTING WORKS

varnish

2.0

DESCRIPTION HANDRAIL KING POST BASEBOARD CORNICE CABINET CAPIZ DOOR DOOR CASING TOTAL

qty:

0.00 0.00 0.00


83.33 #DIV/0! #DIV/0! #DIV/0!

SUMMARY

#DIV/0!

PROJECT:

SQM PCF Project cost 0.00 Proj.Supervision 0.00 Constn Facilities Indirect Eqpt Miscellaneous Others Indirect Cost crew Bonds s 1.00 Insurance s Escalation Cost of Money Contingencies Contractor Tax Profit Total


0.00 1.00 1.00

TOTAL BID COST

#DIV/0! 0.00

AREA 0.00 0.00 0.00 0.00

CONST BID COST/unit COATS

UNIT COST

200.00 300.00

#DIV/0! 7.5% 5.00% 2.50% 0% 0%

1.0 DIRECT COST 1.1 Labor 1.2 Direct Equipment 1.3 Materials 1.4 Subcontract

0% 20% 0% 0% 0% 3% 5% 2% 10.0%

qty

bill of materials unit 0.000 gal 0.000 Lit 0.000 gal 0.000 Pcs 0.000 kgs 1.000 Pcs 0.000 gal

unit cost 160.00 135.00 470.00 10.00 50.00 75.00 960.00

2.1 2.2 2.3 2.4



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


amount 75.00 75.00

total


#DIV/0!

1man/20sqm/day 1 man/ 2 sqm/day

0.40 MH/sqm 4.00 MH/sqm MH/sqm

6.00 .

description LACQUER THINNER CLEAR GLOSS SANDING SEALER LACQUER FLO SANDING PAPER STOPA Polyurethane(top coat)

material computation: spreading rate 0.04 GAL/SQM 0.0400 0.09 GAL/SQM/COAT 0.0882 0.16QRT/SQM 0.16000 0.26QRT/SQM 0.26 1.50PC/SQM ########## 1 KG/SQM 0.52910053 0.04 0.04


27.5%

labor cost computation: ENAMEL/spreading rate Door preparation

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

2.0 PROJECT COST

3.0 OTHER COSTS description lacquer thinner Polyurethane reducer sanding sealer sanding paper stopa paint brush polyurethane(top coat)


gal/sqm gal/sqm gal/sqm ps/sqm

gal/sqm/coat

#DIV/0!

const bid cost/unit

gi canopy unit cost description

qty

h 0.70

length m 3.00

sq ft - sq ft

area materials 3/16 x 1 flat bar L 1 1/2” x 1 1/2” x 3/16” plain gi sheet ga 24 Design (lace) x 8' welding rod Epoxy primer Lacquer thinner

qty 3 3 2 2 2.0442375 0 0 total wt

unit pcs pcs pcs pcs kgs gal gal

unit wt total wt 5.4165 16.2495 21.84 65.52

labor unit cost equipment unit cost material unit cost unit cost total cost duration crew labor

qty: #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! sub con #DIV/0! #DIV/0! 1 1

#DIV/0! #DIV/0!

200.00 300.00

crew 1

equipment

description 3/16 x 1 flat bar L 1 1/2” x 1 1/2” x 3/16” plain gi sheet ga 24 Design (lace) x 8' welding rod Epoxy primer Lacquer thinner

qty 3.00 3.00 2.00 2.00 2.04 -

bill of materials unit pc pc pc PCS kg gal gal

total bid cost

#DIV/0! #DIV/0! sq ft pcf #DIV/0! project cost 7.5% proj.supervision 5.00% constn facilities 2.50% indirect eqpt 0.00% miscellaneous 0.00% others 0.00% indirect cost 20% bonds s 0.00% insurance s 0.00% escalation 0.00% cost of money 3.00% contingencies 5.00% contractor tax 2.00% profit 10.00% total 27.5%


#DIV/0!

#DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

4.1 bonds 4.2 insurance 4.3 escalation

#DIV/0! #DIV/0! #DIV/0!

0.0% 0.0% 0.0%

#DIV/0! #DIV/0! #DIV/0!

cost of money 4.5 contingencies 4.6 contractor's tax 4.7 profit

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

3.0% 5.0% 2.0% 10.0%

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0!

20.0%

#DIV/0!

1.1 1.2 1.3 1.4


2.0 project cost

2.4


3.0 other costs unit cost 170.00 340.00 520.00 200.00 100.00 580.00 160.00 total

amount 510.00 1,020.00 1,040.00 400.00 204.42 3,174.42


amount in pesos #DIV/0! #DIV/0! #DIV/0!

4.0 indirect cost

81.7695 = total area / no of days

0.00

sq ft /day

0.00

sq ft /day


labor no of days

equipment

0.22 0.04 0.02 0.28

mh/kg mh/kg mh/kg mh/kg

#DIV/0!

28.57143 kg / day 2.861933


40 % of labor cost

miscellaneous

#DIV/0!

CONST BID COST/unit

cabinetry (kit hanging cabinet & bedroom closets) UNIT COST

qty:

labor unit cost equipment unit cost material unit cost tilework unit cost total cost duration crew

1,428.57

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! 1 1

200.00 300.00

equipment

description

qty

#DIV/0! lot PCF Project cost Proj.Supervision #DIV/0! Constn Facilities Indirect Eqpt Miscellaneous Others Indirect Cost crew Bonds s 1.0 Insurance s Escalation Cost of Money Contingencies Contractor Tax Profit Total Total


unit cost

TOTAL BID COST

SUMMARY

#DIV/0! #DIV/0!

PROJECT:

7.5%

1.0 DIRECT COST 5.00% 2.50% 0% 0% 0%

1.1 1.2 1.3 1.4



#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50


20% 0% 0% 0% 3% 5% 2% 10.0%

2.0 PROJECT COST 2.1 2.2 2.3 2.4

27.5% 5.0%


3.0 OTHER COSTS


5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


amount 4.0 INDIRECT COST

Bedroom cabinets Gd lumber 2” x 3” x 10ft Gd lumber 2” x 3” x 12ft Gd lumber 2” x 3” x 8ft cornice CN 1-4B 8FT Gd lumber ½” x 2” x 10ft Plyboard ¾ ord Finishing nail Stick well Concealed hinges Closet handle stainless Aluminum pipe 1” dia 16 ft Flanges 1” dia

Pcs Pcs Pcs Pcs Pcs Pcs Pcs Kg Pcs Pcs Pcs Pcs

180.00 216.00 144.00 188.80 30.00 710.00 75.00 120.00 36.00 120.00 240.00 30.00

Pcs Pcs Pcs Pcs Pcs Pcs Sq ft Kg Kg

710.00 144.00 36.00 120.00 200.00 188.80 35.00 120.00 75.00

hanging cabinet Plyboard ¾ ord Gd lumber 2” x 3” x 8ft Concealed hinges Handle French type cabinet door cornice CN 1-4B 8FT Glass 1/8 thk Stick well Finishing nail

total

0.35 sqm/day

sqm/day 0.35 sqm/day


Miscellaneous

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 P-


0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


0

#N/A

#DIV/0!

#DIV/0!

const bid cost/unit

door casing 3” x 14 ft Perimeter

Second

L ft 0.00

0.00 Length

qty 0.00

unit Pcs

0.00

Pcs

0

lft

qty:

labor unit cost equipment unit cost material unit cost Base board 4” total cost duration crew labor Carpenter

6.67

0.00 -

0.00

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00

crew 1.0

W/ 10 per cent allowance equipment

description Door casing 3” x 14 ft Finshing nail Stikwell Screw with tox

total bid cost

#DIV/0!

unit cost description Grd


qty 0.00 PCS 0.01 Kg 0.00 Can 0.00 PCS

lft pcf project cost proj.supervision constn facilities indirect eqpt miscellaneous others indirect cost bonds s insurance s escalation cost of money contingencies contractor tax profit total total unit cost 212.80 70.00 120.00 2.00

total

#DIV/0! #DIV/0!

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%


0% 20% 0% 0% 0% 3% 5% 2% 10.0% 27.5% 5.0%

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


0.00 0.00 #DIV/0! 0.00


3.0 other costs amount 0.00 0.37 0.00 0.00


P0.37 #DIV/0! #DIV/0!

#DIV/0! #DIV/0!


75 lf/day

PCS/ DAY 75 PCS/ DAY


miscellaneous

miscellaneous

CONST BID COST/unit

king post 4” x 4” labor unit cost equipment unit cost material unit cost unit cost total cost duration crew labor carpenter equipment

description

#DIV/0! qty: 0.00 pc PCF Project cost 250.00 Proj.Supervision #DIV/0! #DIV/0! Constn Facilities #DIV/0! #DIV/0! Indirect Eqpt #DIV/0! sub con PMiscellaneous #DIV/0! Others Indirect Cost crew Bonds s 1 200.00 1.0 Insurance s 1 300.00 Escalation Cost of Money Contingencies Contractor Tax Profit Total bill of materials qty unit unit cost

TOTAL BID COST

SUMMARY

#DIV/0!

PROJECT:

7.5%

1.0 DIRECT COST 5.00% 2.50% 0% 0%

1.1 1.2 1.3 1.4


0% 20% 0% 0% 0% 3% 5% 2% 10.0%

AMOUNT IN PESOS 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 72.50


2.0 PROJECT COST 2.1 2.2 2.3 2.4


0.00 0.00 0.00 0.00 0.00

5.0% 2.5% 0.0% 0.0% 7.5%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


27.5% 3.0 OTHER COSTS amount 4.0 INDIRECT COST

king post 4” x 4”

pc

800


total

P-


2 ft/day

2 ft/day


SUMMARY



Materials Labor Direct Equipment Subcontract

2.1 2.2 2.3 2.4

#DIV/0! 0.00 0.00 0.00 #DIV/0!

PCT WT. OF TOTAL #DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50


Project Supervision #DIV/0! Construction Facilities#DIV/0! Indirect Equipment #DIV/0! Miscellaneous #DIV/0! #DIV/0!

5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


2.0 PROJECT COST

3.0 OTHER COSTS

4.0 INDIRECT COST 4.1 4.2 4.3 4.4 4.5 4.6 4.7

Bonds Insurance Escalation Cost of Money Contingencies Contractor's Tax Profit

#DIV/0!

#DIV/0!

#DIV/0!

moldings

cast in place


concrete balluster unit cost labor unit cost equipment unit cost material unit cost concrete molding unit cost total cost duration crew labor mason

qty: 50.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con -

1 1

200.00 300.00

equipment

description 1.0 cement 2.0 sand Welding rod Baluster (concrete)

qty 2.00 0.50 1.00

lm pcf project cost proj.supervision 0.00 constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total


0.00

bill of materials unit bags cum Kgs Pcs

summary project:

#DIV/0! 7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4



unit cost 205.00 500.00 110.00 100.00

amount 410.00 250.00 110.00 -

total

770.00



10.00 10.00


miscellaneous

mh / lm mh / lm

#DIV/0!

CONST BID COST/unit

decorative fixed capiz qty:

DESCRIPTION W 0.3

QTY Ht 1.2

AREA sqft 0.00

AREA

0.00

UNIT

UNITCOST

set/s

300.00

labor unit cost AMOUNT equipment unit cost material unit cost Capiz - total cost duration - crew labor

14.29

#DIV/0! #DIV/0! -


1 1

TOTAL BID COST

SUMMARY

#DIV/0! SQFT PCF #DIV/0! Project cost 7.5% Proj.Supervision 5.00% #DIV/0! Constn Facilities 2.50% Indirect Eqpt 0% #DIV/0! Miscellaneous 0% Others 0% Indirect Cost 20% crew Bonds s 0% 1.0 Insurance s 0%

PROJECT:

0.00

200.00 300.00

carpenter

Escalation Cost of Money Contingencies Contractor Tax Profit

equipment

qty

1.1 1.2 1.3 1.4

Total

27.5%

unit cost

amount


2.1 2.2 2.3 2.4


3.0 OTHER COSTS

unit

AMOUNT IN PESOS 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 72.50


2.0 PROJECT COST

0% 3% 5% 2% 10.0%


1.0 DIRECT COST

0.00 0.00 0.00 0.00 0.00

5.0% 2.5% 0.0% 0.0% 7.5%


0 0

0.0% 0.0%

#DIV/0! #DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


4.0 INDIRECT COST

P-

total



35 sqft/day

35 sqft/day


SUMMARY



Materials #DIV/0! Labor 0.00 Direct Equipment 0.00 Subcontract 0.00 #DIV/0!

2.1 2.2 2.3 2.4

PCT WT. OF TOTAL #DIV/0! #DIV/0! #DIV/0! #DIV/0! 68.50


Project Supervision #DIV/0! Construction Facilities #DIV/0! Indirect Equipment #DIV/0! Miscellaneous #DIV/0! #DIV/0!

5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!

Bonds #DIV/0! Insurance #DIV/0! Escalation #DIV/0! Cost of Money #DIV/0! Contingencies #DIV/0! Contractor's Tax#DIV/0! Profit #DIV/0! #DIV/0!

0.0% 0.0% 0.0% 3.0% 5.0% 1.0% 15.0% 24.0%


2.0 PROJECT COST

3.0 OTHER COSTS

4.0 INDIRECT COST 4.1 4.2 4.3 4.4 4.5 4.6 4.7

#DIV/0!

#DIV/0!

#DIV/0!

floor finishes

assorted pebbles description

total volume

qty

width m

length m

area sqm -

unit cost labor unit cost equipment unit cost material unit cost Pebble unit cost total cost duration crew labor Tile setter

description pebbles cement sand

const bid cost/unit #DIV/0! sqm pcf project cost 125.00 proj.supervision #DIV/0! #DIV/0! constn facilities #DIV/0! indirect eqpt #DIV/0! sub con miscellaneous #DIV/0! others indirect cost crew bonds s 1 200.00 1.0 insurance s 1 300.00 escalation cost of money contingencies contractor tax profit total bill of materials qty unit unit cost can 200.00 bag 205.00 cum 500.00

total bid cost

classb

qty:

summary

#DIV/0! #DIV/0!

0.00

project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4


27.5% 3.0 other costs amount -

total

4.0 indirect cost

P-



#DIV/0!

4.00

mh / sqm

0.66 0.02 1.00



20 1:2

cement sand pebbles

miscellaneous

#DIV/0!

wall cladding

adobe 12” x 12” x 4” description

total volume

qty

width m

length m

area sqm -

unit cost labor unit cost equipment unit cost material unit cost wall cladding unit cost total cost duration crew labor Tile setter

description adobe 12” x 12” x 4”

cement sand

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

classb qty:

sqm pcf project cost 166.67 proj.supervision #DIV/0! #DIV/0! constn facilities #DIV/0! indirect eqpt #DIV/0! sub con miscellaneous #DIV/0! others indirect cost crew bonds s 1 200.00 1.0 insurance s 1 300.00 escalation cost of money contingencies contractor tax profit total bill of materials qty unit unit cost pcs 35.00

0 0.000

0.00

bags cum

205.00 500.00

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4



total




1.33 1.33 0.44


3.00

mh / sqm

0.36 0.02 0.07 0.10 11.11 0.01



20 1:2


miscellaneous

#DIV/0!

wall cladding

brick red 2” x 4” x 8” description

total volume

qty

width m

length m

area sqm -

unit cost labor unit cost equipment unit cost material unit cost wall cladding unit cost total cost duration crew labor Tile setter

description brick red 2” x 4” x 8”

cement sand

const bid cost/unit

total bid cost

#DIV/0!

#DIV/0! #DIV/0!

classb qty:

sqm pcf project cost 166.67 proj.supervision #DIV/0! #DIV/0! constn facilities #DIV/0! indirect eqpt #DIV/0! sub con miscellaneous #DIV/0! others indirect cost crew bonds s 1 200.00 1 insurance s 1 300.00 escalation cost of money contingencies contractor tax profit total bill of materials qty unit unit cost pcs 7.00

0 0.000

0.00

bags cum

205.00 500.00

summary project:

7.5%

1.0 direct cost 5.00% 2.50% 0% 0%



0% 20% 0% 0% 0% 3% 5% 2% 10.0%

#DIV/0!

0.00 #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 #DIV/0! 72.50



5.0% 2.5% 0.0% 0.0% 7.5%


#DIV/0! #DIV/0!

0.0% 0.0%

#DIV/0! #DIV/0!


0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%


#DIV/0!

2.0 project cost 2.1 2.2 2.3 2.4



total




1.33 1.33 0.44


3.00

mh / sqm

0.36 0.02 0.07 0.10 11.11 0.01



20 1:2


miscellaneous

#DIV/0!

const bid cost/unit

border

coats qty:


l

ht

open


0.00

total

20.00

0.00 #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

sub con 0.00

crew

border 8cm

labor labor

1.00 1.00

equipment

500.00

description

qty 0.00

#DIV/0! sqm pcf project cost 0.00 proj.supervision #DIV/0! constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 2.00 insurance s escalation cost of money contingencies contractor tax profit total

total bid cost

200.00 300.00

bill of materials unit roll/5m

summary

#DIV/0! #DIV/0!

0.00

length

project:

0.08

1.0 direct cost 0.05 0.03 0.00 0.00


0.00 0.20 0.00 0.00 0.00 0.03 0.05 0.02 0.10



0.05 0.03 0.00 0.00 0.08


#DIV/0! #DIV/0!

0.00 0.00

#DIV/0! #DIV/0!


0.00 0.00 0.00 0.03 0.05 0.02 0.10 0.20


0.00


0.28 3.0 other costs

unit cost 420.00

#DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! 72.50

0.00 0.00 #DIV/0!

amount 0.00 4.0 indirect cost

total


0.00


#DIV/0!

25.00 m/day 25.00 m/day



miscellaneous

#DIV/0!

description

qty

width m

length m

area sqm

-

total volume

- sqm

floor finishes concrete trellis unit cost labor unit cost equipment unit cost material unit cost cer tile works unit cost total cost duration crew labor tilesetter

description concrete trellis 3” x 6” x 2.2

classb qty: 95.45 1,050.00 12.93 738.08 833.53 sub con 9,168.84 1.50 2 1

200.00 300.00

const bid cost/unit P1,149.70 pcs pcf project cost 1,050.00 proj.supervision 12.93 constn facilities indirect eqpt miscellaneous others indirect cost crew bonds s 1.0 insurance s escalation cost of money contingencies contractor tax profit total 11.00


qty 11.00

total bid cost 12,646.67 1.38 7.5%


5.00% 2.50% 0% 0%

1.1 1.2 1.3 1.4


2.1 2.2 2.3 2.4


0% 20% 0% 0% 0% 3% 5% 2% 10.0%

amount in pesos 1050.00 0.00 8118.84 0.00 9168.84

8.30 0.00 64.20 0.00 72.50

pct wt. of total 8.30 0.00 64.20 0.00 72.50

632.33 316.17 0.00 0.00 948.50

5.0% 2.5% 0.0% 0.0% 7.5%

5.00 2.50 0.00 0.00 7.50

0 0

0.0% 0.0%

0.00 0.00

0.00 0.00 0.00 379.40 632.33 252.93 1264.67 2529.33

0.0% 0.0% 0.0% 3.0% 5.0% 2.0% 10.0% 20.0%

0.00 0.00 0.00 3.00 5.00 2.00 10.00 20.00

2.0 project cost


unit cost 580.00

amount 6,380.00

205.00 500.00 100.00

1,500.00 152.21 20.63 66.00

4.0 indirect cost delivery charge Cement Sand Welding rod

0.7425 0.04125 0.66

Bags Cu m Kgs

total

P8,118.84


labor cost computation: 12,646.67

7.33 material computation:

miscellaneous

trellis/day

100.00

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