cost estimate template

document.xls04/17/2023

PROJECT : BUYER : LOCATION :

TOTAL : SQ.M.

ITEM NO DESCRIPTION QTY UNIT MATERIAL LABOR EQUIPMENT SUBCONTRACT % wt PCF DIRECT COST BID COST U C COST U C COST U C COST U C COST UC COST UC COST

1.00 Earth Works 1.01 excavation / manual - cum - - 133.33 - - - - - #DIV/0! ### 133.33 - #DIV/0! #DIV/0!1.02 earthfill / manual - cum - - 80.00 - - - - - #DIV/0! ### 80.00 - #DIV/0! #DIV/0!1.03 compaction / manual - cum - - 13.33 - #DIV/0! #DIV/0! - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

2.00 Masonry Works 2.01 below ffl chb 5" - sqm #DIV/0! #DIV/0! 90.91 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!2.02 1st ffl to 2nd ffl chb 4" - sqm #DIV/0! #DIV/0! 90.91 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!2.03 2nd ffl to rb chb 4” - sqm #DIV/0! #DIV/0! 90.91 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!2.05 above rb - sqm #DIV/0! #DIV/0! 90.91 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!2.06 partition 4"chb (ground & 2nd flr) - sqm #DIV/0! #DIV/0! 90.91 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

3.00 Plastering Works 3.01 ground floor - sqm #DIV/0! #DIV/0! 41.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!3.02 second floor #VALUE! sqm #VALUE! #VALUE! 41.67 #VALUE! - #VALUE! - #VALUE! #VALUE! ### #VALUE! #VALUE! #VALUE! #VALUE!3.04 above rb to roof - sqm #DIV/0! #DIV/0! 41.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!3.05 partition (ground & second flr) #VALUE! sqm #VALUE! #VALUE! 41.67 #VALUE! - #VALUE! - #VALUE! #VALUE! ### #VALUE! #VALUE! #VALUE! #VALUE!

4.00 Concreting Works 4.01 concreting - cum #DIV/0! #DIV/0! 750.00 - 250.00 - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

5.00 Form Works 5.01 forms - sqm #DIV/0! #DIV/0! 62.50 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

6.00 Rebar Works 6.01 structural grade - kg #DIV/0! #DIV/0! 5.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

7.00 Roofing Works 7.01 s-tile roof - sqm - - - - #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A7.02 r-span roof - sqm #VALUE! #VALUE! 100.00 - - - - - #VALUE! ### #VALUE! #VALUE! #VALUE! #VALUE!7.03 corrugated gi sheet ga 26 - sqm #N/A #N/A 50.00 - - - - - #N/A #N/A #N/A #N/A #N/A #N/A7.04 angular & lc purlins - kg #N/A #N/A 10.37 - #DIV/0! #DIV/0! #DIV/0! #DIV/0! #N/A ### #N/A #N/A #N/A #N/A

8.00 Tile Works 8.01 tiles @ kitchen counter - sqm #DIV/0! #DIV/0! 200.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!8.02 tiles @ grnd flr t & b - sqm #DIV/0! #DIV/0! 200.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!8.03 tiles @ 2nd flr t & b - sqm #DIV/0! #DIV/0! 200.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!8.04 tiles @ masters bedroom t& b - sqm #DIV/0! #DIV/0! 200.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!8.05 kitchen counter - lot #N/A #N/A 1,000.00 - - - - - #N/A #N/A #N/A #N/A #N/A #N/A8.06 nook (granite slab) - sqm #DIV/0! #DIV/0! 200.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!8.07 nook counter - lot #N/A #N/A 1,000.00 - - - - - #N/A #N/A #N/A #N/A #N/A #N/A

9.00 Doors, Jambs & Accessories 9.01 2100 x 900 steel door & jamb / manual - unit - 500.00 - - - - - #DIV/0! ### 500.00 - #DIV/0! #DIV/0!9.02 2100 x 700 steel door & jamb / manual - unit - 500.00 - - - - - #DIV/0! ### 500.00 - #DIV/0! #DIV/0!9.03 2100 x 800 molded door - unit - 500.00 - - - - - #DIV/0! ### 500.00 - #DIV/0! #DIV/0!9.04 2100 x 700 sld panel door - unit 7,950.00 - 500.00 - - - - - #DIV/0! ### 8,450.00 - #DIV/0! #DIV/0!9.05 2100 x 800 molded door - unit 2,700.00 - 500.00 - - - - - #DIV/0! ### 3,200.00 - #DIV/0! #DIV/0!9.06 2100 x 600 upvc door - unit 1,350.00 - 500.00 - - - - - #DIV/0! ### 1,850.00 - #DIV/0! #DIV/0!

10.00 Windows 10.01 window steel casement - sqft - - 14.29 - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!10.02 steel grilles - sqft #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!10.03 sliding glass analok - sqft - - - - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!10.04 window glass 1/8" smoked - sqft - - - - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

11.00 Painting Works 11.01 boysen acrytex (firewall) - sqm #DIV/0! #DIV/0! 50.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!11.02 enamel 0.74 sqm 96.43 71.66 20.00 14.86 - - - - #DIV/0! 1.38 116.43 86.52 160.59 119.34 11.03 latex exterior side #VALUE! sqm #VALUE! #VALUE! 16.67 #VALUE! - #VALUE! - #VALUE! #VALUE! ### #VALUE! #VALUE! #VALUE! #VALUE!11.04 latex interior side #VALUE! sqm #VALUE! #VALUE! 16.67 #VALUE! - #VALUE! - #VALUE! #VALUE! ### #VALUE! #VALUE! #VALUE! #VALUE!11.05 boysen acrytex (door) - sqm #DIV/0! #DIV/0! 20.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!11.06 varnish - sqm #DIV/0! #DIV/0! 83.33 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!11.07 roof paint - sqm #DIV/0! #DIV/0! 16.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

12.00 Plumbing Works 12.01 rough-in ground flr - lot #DIV/0! #DIV/0! 2,000.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.02 rough-in second flr - lot #DIV/0! #DIV/0! 2,000.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.03 water closet & lavatory package (skylark) - set 4,400.00 - #DIV/0! #DIV/0! - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.04 water closet & lavatory package (emperor) - set 5,500.00 - #DIV/0! #DIV/0! - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.05 kitchen sink double tub - set 2,099.75 - #DIV/0! #DIV/0! - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.06 kitchen sink single tub - set 790.00 - #DIV/0! #DIV/0! - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.07 bath tub - set #DIV/0! #DIV/0! 500.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.07 septic tank installation & pipes - set #DIV/0! #DIV/0! 500.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!12.08 catch basin & downspout - unit #DIV/0! #DIV/0! 250.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

13.00 Ceiling Works 13.01 interior ceiling - sqm - - - - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!13.02 exterior ceiling - sqm - - - - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!13.03 cornice - lft #DIV/0! #DIV/0! 6.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

14.00 Electrical Works 14.01 ground floor - co & sw #DIV/0! #DIV/0! 250.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!14.02 second floor - co & sw #DIV/0! #DIV/0! 250.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

15.00 Others

document.xls04/17/2023

ITEM NO DESCRIPTION QTY UNIT MATERIAL LABOR EQUIPMENT SUBCONTRACT % wt PCF DIRECT COST BID COST U C COST U C COST U C COST U C COST UC COST UC COST

15.01 ceramic tiles 12” x 12" - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.02 ceramic tiles 12” x 12" (stair) - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.03 anti-skid at stair steps - steps #DIV/0! #DIV/0! 21.43 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.04 ceramic tiles 12” x 12" (balcony, carport & lanai) - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.05 ceramic tiles 16” x 16” - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.06 granite 16” x 16” - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.07 wood parquet ( narra ) 3/8" - sqm - - - - - - #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A15.08 cement topping (2nd flr) - sqm #DIV/0! #DIV/0! 62.50 - #DIV/0! #DIV/0! - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.09 vinyl tiles 12" x 12" - sqm #DIV/0! #DIV/0! 45.45 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.10 cement topping - sqm #DIV/0! #DIV/0! 62.50 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.11 concrete steps & landing - steps #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! - - #DIV/0! 1.38 #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.12 wooden handrails ( 3"x 3" ) - ft #DIV/0! #DIV/0! 11.11 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.13 steel stair railings - sq ft - - 14.29 - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.14 acu grills (1-unit) 8.00 sq ft 702.04 5,616.31 668.85 5,350.80 267.54 2,140.32 - - #DIV/0! 1.38 1,638.43 13,107.43 2,259.90 18,079.21 15.15 stainless railings - sq ft #DIV/0! #DIV/0! 66.67 - 60.00 - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.16 concrete mouldings - m #DIV/0! #DIV/0! 150.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.17 concrete moldings 4” - m #DIV/0! #DIV/0! 60.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.18 concrete moldings 5” - m #DIV/0! #DIV/0! 60.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.19 wall cladding - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.20 pebble ( black with vigan tiles) - sqm #DIV/0! #DIV/0! 125.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.21 pebbles ( black ) - sqm #DIV/0! #DIV/0! 125.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.22 water proofing (balcony & CR) - sqm #DIV/0! #DIV/0! 20.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.23 water proofing & topping (roof deck) - sqm #DIV/0! #DIV/0! 100.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.24 wood trellis - bd ft #DIV/0! #DIV/0! 10.00 - #DIV/0! #DIV/0! - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.25 glass blocks 8" x 8" - sqm #DIV/0! #DIV/0! 200.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.26 tv antena outlet - outlet #DIV/0! #DIV/0! 250.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.27 polycarbonate sheet - sqm #DIV/0! #DIV/0! 333.33 - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.28 adobe 12” x 12” x 4” - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.29 brick red 2” x 4” x 8” - sqm #DIV/0! #DIV/0! 166.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.30 door casing 3” x 14 ft - lft #DIV/0! #DIV/0! 6.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.31 gi canopy - sqft #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.32 base board 4” (bb 1- 4b) x 14 ft - sqm #DIV/0! #DIV/0! 6.67 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.33 decorative fixed capiz - sqft - - 14.29 - - - #DIV/0! #DIV/0! #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.34 concrete balluster - pc/s #DIV/0! #DIV/0! 50.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.35 king post 4” x 4” - pc/s #DIV/0! #DIV/0! 250.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.36 assorted pebbles - sqm #DIV/0! #DIV/0! 125.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.37 telephone outlet - outlet #DIV/0! #DIV/0! 250.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.38 border - lm #DIV/0! #DIV/0! 20.00 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!15.39 bedroom closet - lot #DIV/0! #DIV/0! 1,428.57 - - - - - #DIV/0! ### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

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

PROPOSED CONTRACTOR'S TOTAL COST: #DIV/0!PROPOSED CONTRACTOR'S COST PER SQ M: #DIV/0!

ITEM NO DESCRIPTION QTY UNIT MATERIAL LABOR EQUIPMENT SUBCONTRACT PCF DIRECT COST BID COST U C COST U C COST U C COST U C COST UC COST UC COST

1.00 Earth Works 1.01 - cum #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!1.02 - cum #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

2.00 Doors, Jambs & Accessories (materials) 2.01 2100 x 900 steel door & jamb - unit 4,200.00 - - - - - - - #DIV/0! 4,200.00 - #DIV/0! #DIV/0!2.02 2100 x 700 steel door & jamb - unit 4,200.00 - - - - - - - #DIV/0! 4,200.00 - #DIV/0! #DIV/0!2.03 2100 x 800 molded door - unit 1,300.00 - - - - - - - #DIV/0! 1,300.00 - #DIV/0! #DIV/0!2.04 knobs ( faultless ) - set 520.00 - - - - - - - #DIV/0! 520.00 - #DIV/0! #DIV/0!2.05 dead bolt - set 320.00 - - - - - - - #DIV/0! 320.00 - #DIV/0! #DIV/0!2.06 steel door jamb - set 750.00 - - - - - - - #DIV/0! 750.00 - #DIV/0! #DIV/0!

3.00 Plumbing Works (materials) 3.01 septic tank - set 10,400.00 - - #DIV/0! 10,400.00 - #DIV/0! #DIV/0!

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

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

Prepared by : Recommending Approval by : M M C Engr. Joel H. Alejandrino

Office Engineer VP – Engineering & Construction

Checked by : Approved : Engr. Agapito C. Caparas Amando M. Buhain

AVP – Engineering & Construction President

EARTHFILL / materials (house)EARTHFILL / materials (lot)

materials price ref: 03-15-10

PROJECT:FLOOR AREA:

ITEM NO DESCRIPTION QTY QTY UNIT U COST COST COST 1.00 EARTH WORKS1.01 earth fill / materials (lahar) 0.00 0.00 cu.m. #DIV/0! #DIV/0! #DIV/0!1.02 earth fill / materials (common borrow) 0.00 0.00 cu.m. #DIV/0! #DIV/0! #DIV/0!2.00 MASONRY WORKS 0.00 0.002.01 cement #N/A #N/A bags 205.00 #N/A #N/A2.02 sand #N/A #N/A cu.m. 500.00 #N/A #N/A2.03 10 mm dia rsb #N/A #N/A pcs 115.00 #N/A #N/A2.04 tie wire # 16 #N/A #N/A kgs 60.00 #N/A #N/A2.05 chb 5” thk 0.00 0.00 pcs 8.00 0.00 0.002.06 chb 4” thk #N/A #N/A pcs 7.00 #N/A #N/A3.00 PLASTERING WORKS 0.00 0.00 0.003.01 cement #N/A #N/A bags 205.00 #N/A #N/A3.02 sand #N/A #N/A cu.m. 500.00 #N/A #N/A4.00 CONCRETING WORKS4.01 cement 0.00 0.00 bags 205.00 0.00 0.004.02 sand 0.00 0.00 cu.m. 500.00 0.00 0.004.03 gravel 0.00 0.00 cu.m. 700.00 0.00 0.005.00 REBAR WORKS5.01 9 mm dia rsb 0.00 0.00 pcs 80.00 0.00 0.005.02 10 mm dia rsb 0.00 0.00 pcs 115.00 0.00 0.005.03 12 mm dia rsb 0.00 0.00 pcs 165.00 0.00 0.006.03 16 mm dia rsb 0.00 0.00 pcs 293.00 0.00 0.007.03 20 mm dia rsb 0.00 0.00 pcs 465.00 0.00 0.005.04 tie wire # 16 0.00 0.00 kgs 60.00 0.00 0.006.00 FORM WORKS6.01 Plywood 1/4” thk 4' x 8' (ord) 0.00 0.00 pcs 275.00 0.00 0.006.02 Coco lumber 2” x 3”, 2” x 2” 0.00 0.00 bdft 20.00 0.00 0.006.03 Cwn 3”, 1 1/2” 0.00 0.00 kgs 55.00 0.00 0.006.04 Form oil 0.00 0.00 li 8.00 0.00 0.007.00 ROOFING WORKS7.01 corr gi sheet ga# 26 7 lft 0.00 0.00 pcs 231.00 0.00 0.008.01 corr gi sheet ga# 26 6 lft 0.00 0.00 pcs 198.00 0.00 0.009.01 fab gi ridge roll ga# 26 8 lft 0.00 0.00 pcs 140.00 0.00 0.0010.01 fab gi gutter ga # 26 8 lft 0.00 0.00 pcs 130.00 0.00 0.0011.01 fab gi valley gutter ga # 26 8 lft 0.00 0.00 pcs 160.00 0.00 0.0012.01 fab gi end flashing ga # 26 8 lft 0.00 0.00 pcs 160.00 0.00 0.0013.01 tekscrew 0.00 0.00 pcs 1.85 0.00 0.0014.01 stainless gutter 8 ft #N/A #N/A pcs 1200.00 #N/A #N/A15.01 sleeves 3" dia 0.00 0.00 pcs 50.00 0.00 0.0016.01 rivets 0.00 0.00 pcs 0.50 0.00 0.0017.01 silicon 0.00 0.00 pcs 120.00 0.00 0.00

style roof 0.00 0.00 sqm 308.00 0.00 0.00tekscrew 0.00 0.00 sqm 1.85 0.00 0.00gutter spanish fab .4mm x .457 m x 8 f #N/A #N/A sqm 340.00 #N/A #N/Aridge roll .4mm x .6 m x 8 ft #N/A #N/A sqm 337.00 #N/A #N/Avalley gutter fab .4mm x .457 m x 8 ft #N/A #N/A sqm 340.00 #N/A #N/Aend flashing fab 4mm x .305 m x 8 ft #N/A #N/A sqm 340.00 #N/A #N/Aside wall flashing fab 4mm x .305 m x 8 #N/A #N/A sqm 170.00 #N/A #N/Astainless gutter #N/A #N/A sqm 1200.00 #N/A #N/Asleeves 3" dia 0.00 0.00 sqm 50.00 0.00 0.00concrete nail 1" 0.00 0.00 sqm 75.00 0.00 0.00touch up paint 0.00 0.00 sqm 515.00 0.00 0.00silicon 0.00 0.00 sqm 120.00 0.00 0.00rivets 0.00 0.00 sqm 0.50 0.00 0.00r-span roof 0.00 0.00 sqm 253.00 0.00 0.00tekscrew #VALUE! #VALUE! sqm 1.85 #VALUE! #VALUE!gutter spanish fab .4mm x .457 m x 8 f #N/A #N/A sqm 340.00 #N/A #N/Aridge roll .4mm x .6 m x 8 ft #N/A #N/A sqm 227.00 #N/A #N/Avalley gutter fab .4mm x .457 m x 8 ft #N/A #N/A sqm 255.00 #N/A #N/Aend flashing fab 4mm x .305 m x 8 ft #N/A #N/A sqm 340.00 #N/A #N/Aside wall flashing fab 4mm x .305 m x 8 #N/A #N/A sqm 170.00 #N/A #N/Astainless gutter #N/A #N/A sqm 1200.00 #N/A #N/Asleeves 3" dia 0.00 0.00 sqm 50.00 0.00 0.00concrete nail 1" 0.00 0.00 sqm 75.00 0.00 0.00touch up paint 0.00 0.00 sqm 515.00 0.00 0.00silicon #VALUE! #VALUE! sqm 120.00 #VALUE! #VALUE!rivets #VALUE! #VALUE! sqm 0.50 #VALUE! #VALUE!

8.00 ROOF FRAMING8.01 L 2" x 2" x ¼" 0.00 0.00 pcs 795.00 0.00 0.008.02 L 2" x 2" x 3/16" 0.00 0.00 pcs 540.00 0.00 0.008.03 L 1 1/2" x 1 1/2" x 1/4” 0.00 0.00 pcs 535.00 0.00 0.008.04 L 1 1/2" x 1 1/2" x 3/16” 0.00 0.00 pcs 340.00 0.00 0.008.05 welding rod 0.00 0.00 kgs 100.00 0.00 0.008.06 c purlins 2"x 6" ga 16 0.00 0.00 pcs 470.00 0.00 0.00

c purlins 2"x 4" ga 16 0.00 0.00 pcs 420.00 0.00 0.00c purlins 2"x 3" ga 16 0.00 0.00 pcs 380.00 0.00 0.00flat bar 11/2" x 3/16" 0.00 0.00 pcs 245.00 0.00 0.00Red oxide 0.00 0.00 gal 305.00 0.00 0.00Paint thinner 0.00 0.00 gal 190.00 0.00 0.0010 mm dia 0.00 0.00 pcs 125.00 0.00 0.00fascia board lc 2" x 10" #N/A #N/A pcs 320.00 #N/A #N/A

9.00 TILE WORKS AT CR9.01 glazed tiles 8” x 12” 0.00 0.00 pcs 18.50 0.00 0.009.02 unglazed tiles 8” x 8” 0.00 0.00 pcs 12.00 0.00 0.009.03 border tiles 3” x 8” 0.00 0.00 pcs 18.00 0.00 0.009.04 cement 0.00 0.00 bags 205.00 0.00 0.009.05 sand 0.00 0.00 cum 500.00 0.00 0.009.06 grout 0.00 0.00 bags 60.00 0.00 0.009.07 tile trim 0.00 0.00 pcs 50.00 0.00 0.0010.00 KITCHEN COUNTER10.01 8” x 8” glazed tiles 0.00 0.00 pcs 275.00 0.00 0.0010.02 3” x 8” border tiles 0.00 0.00 pcs 36.00 0.00 0.0010.03 tile trim 0.00 0.00 pcs 25.00 0.00 0.0010.04 cement 0.00 0.00 bags 5.00 0.00 0.0010.05 sand #N/A #N/A cum #N/A #N/A #N/A10.06 gravel 0.00 0.00 cum 700.00 0.00 0.0010.07 chb 5” thk 16.38 17.00 pcs 8.00 131.04 136.0010.08 10 mm dia rsb 0.54 1.00 pcs 115.00 61.81 115.0010.09 Good lumber 2” x 3” x 14' #N/A #N/A bdft 36.00 #N/A #N/A10.10 grout 0.00 0.00 0.00 0.00 0.00 0.0011.00 DOORS11.01 flush door 2.1 m x 0.9 m w/ steel jamb 0.00 0.00 pcs set/s #VALUE! #VALUE!11.02 flush door 2.1 m x 0.7 m w/ steel jamb 0.00 0.00 pcs set/s #VALUE! #VALUE!11.03 flush door 2.1 m x 0.8 m w/ steel jamb 0.00 0.00 pcs set/s #VALUE! #VALUE!11.04 pvc door 2.1 m x 0.6 m (poly door) 0.00 0.00 pcs set/s #VALUE! #VALUE!11.05 knob ( yale ) #N/A #N/A pcs #N/A #N/A #N/A12.00 PAINTING WORKS12.10 LATEX INTERIOR SIDE12.11 latex paint flat #VALUE! #VALUE! gal 416.00 #VALUE! #VALUE!12.12 latex paint semi gloss #VALUE! #VALUE! gal 485.00 #VALUE! #VALUE!12.13 masonry neutralizer #VALUE! #VALUE! gal 275.00 #VALUE! #VALUE!12.14 masonry putty #VALUE! #VALUE! gal 275.00 #VALUE! #VALUE!12.15 sand paper 100 #VALUE! #VALUE! m 15.00 #VALUE! #VALUE!12.16 acri color #VALUE! #VALUE! quart 45.00 #VALUE! #VALUE!12.17 stopa #VALUE! #VALUE! kgs 50.00 #VALUE! #VALUE!12.20 LATEX EXTERIOR SIDE12.21 latex paint flat #VALUE! #VALUE! gal 416.00 #VALUE! #VALUE!12.22 latex paint semi gloss #VALUE! #VALUE! gal 485.00 #VALUE! #VALUE!12.23 masonry neutralizer #VALUE! #VALUE! gal 275.00 #VALUE! #VALUE!12.24 acrytex cast #VALUE! #VALUE! gal 400.00 #VALUE! #VALUE!12.25 sand paper 100 #VALUE! #VALUE! M 15.00 #VALUE! #VALUE!12.26 acri color #VALUE! #VALUE! quart 45.00 #VALUE! #VALUE!12.27 stopa #VALUE! #VALUE! kgs 50.00 #VALUE! #VALUE!12.30 ACRYTEX (FIREWALL)12.31 acrytex primer 0.00 0.00 gal 610.00 0.00 0.0012.32 acrytex cast 0.00 0.00 gal 400.00 0.00 0.0012.33 acrytex top coat 0.00 0.00 gal 765.00 0.00 0.0012.34 masonry neutralizer 0.00 0.00 gal 275.00 0.00 0.0012.35 sand paper 0.00 0.00 sq ft 15.00 0.00 0.0012.36 acri color 0.00 0.00 quart 45.00 0.00 0.0012.37 acrytex reducer 0.00 0.00 gal 345.00 0.00 0.0012.40 PAINTING OF DOOR12.41 acrytex primer 0.00 0.00 gal 610.00 0.00 0.0012.42 acrytex cast 0.00 0.00 gal 400.00 0.00 0.0012.43 acrytex reducer 0.00 0.00 gal 345.00 0.00 0.0012.44 acrytex topcoat 0.00 0.00 gal 765.00 0.00 0.0012.45 acrytex color 0.00 0.00 ¼ quart 45.00 0.00 0.0012.46 sanding paper #120 0.00 0.00 pcs 10.00 0.00 0.0012.47 stopa 0.00 0.00 kg 50.00 0.00 0.0012.50 ENAMEL PAINT12.51 enamel paint flat 0.03 1.00 gal 465.00 13.82 465.0012.52 quick dry enamel 0.06 1.00 gal 515.00 30.62 515.0012.53 paint thinner 0.02 1.00 gal 190.00 3.74 190.0012.54 glazing putty 0.03 1.00 gal 545.00 16.20 545.0012.55 sand paper 0.07 1.00 pcs 10.00 0.74 10.0012.56 tin tin color 0.03 1.00 1/4 quart 95.00 2.82 95.0012.57 stopa 0.07 1.00 kgs 50.00 3.72 50.0012.60 ROOF PAINT12.61 roof guard boysen 0.00 0.00 gal 540.00 0.00 0.0013.00 CEILING WORKS13.01 good lumber 2" x 2" x 10' 0.00 0.00 SQ.M. 450.00 0.00 0.0013.02 flex board 3.5mm x 4 ft x 8 ft 0.00 0.00 0.00 0.00 0.00 0.0013.03 cwn 3”, 1 1/2” 0.00 0.00 0.00 0.00 0.00 0.0013.04 good lumber 1" x 1" x 8 ft 0.00 0.00 pcs 0.00 0.00 0.0013.05 wire mesh 1/8 x 1/8 0.00 0.00 M 0.00 0.00 0.00

cornice 4” (cn 1 – 4b) x 14 ft 0.00 0.00 pcs 330.40 0.00 0.00cornice 3” (cn 1 – 3b) x 14 ft 0.00 0.00 pcs 247.80 0.00 0.00cornice 2” (cn 1 – 2b) x 14 ft 0.00 0.00 pcs 165.20 0.00 0.00finshing nail 0.01 1.00 kg 70.00 0.37 70.00stikwell 0.00 0.00 can 120.00 0.00 0.00screw with tox 0.00 0.00 pcs 2.00 0.00 0.00

14.00 PLUMBING WORKS14.01 3/4" dia blue pipe 0.00 0.00 pc/s 100.00 0.00 0.0014.02 1/2" dia blue pipe 0.00 0.00 pc/s 55.00 0.00 0.0014.03 1/2" dia gi tee 0.00 0.00 pc/s 13.00 0.00 0.0014.04 3/4 gi tee 0.00 0.00 pc/s 25.00 0.00 0.0014.05 1/2" dia gi elbow 90 0.00 0.00 pc/s 15.00 0.00 0.0014.06 kitchen sink faucet 0.00 0.00 pc/s 470.00 0.00 0.0014.07 shower faucet 0.00 0.00 pc/s 350.00 0.00 0.0014.08 shower head /valve 0.00 0.00 pc/s 520.00 0.00 0.0014.09 teflon tape 0.00 0.00 pc/s 10.00 0.00 0.0014.10 3/4" x 1/2" gi tee reducer 0.00 0.00 pc/s 25.00 0.00 0.0014.11 1/2" x 3/8 gi reducer 0.00 0.00 pc/s 15.00 0.00 0.0014.12 2" x 1/2" dia nipple 0.00 0.00 pc/s 13.00 0.00 0.0014.13 3/4" x 1/2dia gi elbow reducer 0.00 0.00 pc/s 15.00 0.00 0.0014.14 3/4"dia coupling 0.00 0.00 pc/s 11.00 0.00 0.0014.15 3/4"dia tee 0.00 0.00 pc/s 25.00 0.00 0.0014.16 3/4"dia elbow 0.00 0.00 pc/s 15.00 0.00 0.0014.17 2"dia upvcpipe 0.00 0.00 pc/s 170.00 0.00 0.0014.18 4"dia upvc pipe 0.00 0.00 pc/s 450.00 0.00 0.0014.19 p- trap 2" dia 0.00 0.00 pc/s 62.00 0.00 0.0014.20 wye reducer 4" x 2" dia 0.00 0.00 pc/s 90.00 0.00 0.0014.21 wye 4" dia 0.00 0.00 pc/s 138.00 0.00 0.0014.22 elbow 45 - 4" dia 0.00 0.00 pc/s 74.00 0.00 0.0014.23 elbow 45 - 2" dia 0.00 0.00 pc/s 24.00 0.00 0.0014.24 elbow 90 - 4" dia 0.00 0.00 pc/s 85.00 0.00 0.0014.25 elbow 90 - 2" dia 0.00 0.00 pc/s 26.00 0.00 0.0014.26 tee reducer 4" x 2" dia 0.00 0.00 pc/s 85.00 0.00 0.0014.27 c. o. adoptor & plug 4" dia 0.00 0.00 pc/s 65.00 0.00 0.0014.28 tee 4" dia 0.00 0.00 pc/s 118.00 0.00 0.0014.29 solvent cement 100 cc 0.00 0.00 can 75.00 0.00 0.0014.30 floor drain stainer 0.00 0.00 pc/s 80.00 0.00 0.0014.31 coupling 4" pvc 0.00 0.00 pc/s 53.00 0.00 0.0014.32 coupling 2" pvc 0.00 0.00 pc/s 18.00 0.00 0.0015.00 PLUMBING FIXTURES15.01 0 0.00 0.00 pcs 13.00 0.00 0.0015.02 fresh water line 0.00 0.00 SET 100.00 0.00 0.0016.00 SEPTIC TANK16.01 4"chb 0.00 0.00 pcs 7.00 0.00 0.0016.02 4" dia upvc pipes 0.00 0.00 pcs 450.00 0.00 0.0016.03 4" dia upvc tee 1.20 2.00 pcs 118.00 141.60 236.0016.04 4" dia upvc co/cover 0.00 0.00 pcs 65.00 0.00 0.0016.05 4" dia upvc coupling 0.00 0.00 pcs 53.00 0.00 0.0016.06 4" dia upvc elbow 0.00 0.00 pcs 85.00 0.00 0.0016.07 3" dia upvc pipe 0.00 0.00 pcs 120.00 0.00 0.0016.08 3" dia upvc elbow 0.00 0.00 pcs 25.00 0.00 0.0016.09 3" dia upvc coupling 0.00 0.00 pcs 10.00 0.00 0.0016.10 solvent cement 100cc 0.00 0.00 can 75.00 0.00 0.0016.11 form lumber 0.00 0.00 bd ft 20.00 0.00 0.0016.12 9mmrsb 0.00 0.00 pcs 80.00 0.00 0.0016.13 tie wire 0.02 1.00 kg 60.00 1.13 60.0016.14 cement 0.00 0.00 bags 205.00 0.00 0.0016.15 sand 0.00 0.00 cum 500.00 0.00 0.0016.16 assorted nails 0.00 0.00 kg 50.00 0.00 0.0016.17 plywood 1/4 ord 0.00 0.00 pcs 275.00 0.00 0.0016.18 10 mm dia #DIV/0! #DIV/0! pcs 115.00 #DIV/0! #DIV/0!17.00 ELECTRICAL WORKS17.01 breaker box 10 branches 0.00 0.00 unit/s 900.00 0.00 0.0017.02 breaker switch 15a 0.00 0.00 pair/s 295.00 0.00 0.0017.03 breaker switch 20a 0.00 0.00 pair/s 295.00 0.00 0.0017.04 breaker switch 40a 0.00 0.00 pair/s 295.00 0.00 0.0017.05 #8 awg stranded wire 0.00 0.00 roll/s 4645.00 0.00 0.0017.06 #10 awg stranded wire 0.00 0.00 roll/s 4455.00 0.00 0.0017.07 #12 awg stranded wire 0.00 0.00 roll/s 2910.00 0.00 0.0017.08 #14 awg stranded wire 0.00 0.00 roll/s 1635.00 0.00 0.0017.09 f h 1/2 dia 0.00 0.00 roll/s 750.00 0.00 0.0017.10 fh 3/4 dia 0.00 0.00 roll/s 950.00 0.00 0.0017.11 utility box 2x4 0.00 0.00 pc/s 18.00 0.00 0.0017.12 junction box 4" with cover 0.00 0.00 pc/s 25.00 0.00 0.0017.13 c o t slot 0.00 0.00 pc/s 25.00 0.00 0.0017.14 C o plate 0.00 0.00 pc/s 25.00 0.00 0.0017.15 switch quitematic (royu) 0.00 0.00 pc/s 35.00 0.00 0.0017.16 plate cover 1-gang 0.00 0.00 pc/s 25.00 0.00 0.0017.17 plate cover 2-gang 0.00 0.00 pc/s 25.00 0.00 0.0017.18 plate cover 3-gang 0.00 0.00 pc/s 25.00 0.00 0.0017.19 clamp 0.00 0.00 pc/s 2.50 0.00 0.0017.20 electrical tape big 1.00 1.00 pc/s 25.00 25.00 25.0017.21 conc nail 0.50 1.00 kg 75.00 37.50 75.0017.22 gi wire ga # 18 1.00 1.00 kg 60.00 60.00 60.0017.23 receptacle 0.00 0.00 pc/s 28.00 0.00 0.0018.00 FLOOR FINISH18.01 0 0.00 0.00 0.00 0.00 0.00 0.0018.02 #N/A #N/A #N/A #N/A #N/A #N/A #N/A18.03 #N/A #N/A #N/A #N/A #N/A #N/A #N/A18.04 #N/A #N/A #N/A #N/A #N/A #N/A #N/A18.05 anti skid raven 0.00 0.00 pcs 1400.00 0.00 0.0019.00 KITCHEN COUNTER CABINET19.01 0 0.00 0.00 0.00 0.00 0.00 0.0019.02 12 75.92 76.00 0.00 106.29 8069.54 8078.0419.03 16 132.64 133.00 0.00 185.69 24629.92 24696.7719.04 20 203.45 204.00 0.00 284.83 57948.66 58105.3220.00 CONCRETE MOULDINGS & BALLUSTER20.01 pebbles ( boracay ) 0.00 0.00 can 40.00 0.00 0.0020.02 cement 0.00 0.00 bag 205.00 0.00 0.0020.03 sand 0.00 0.00 cum 500.00 0.00 0.00

TOTAL MATERIAL COST #N/A #N/A

SUBCON COST1.00 WINDOWS

steel casement sqft #VALUE! sqft miscellaneo #VALUE! #VALUE!glass 1/8” thk (smoked) 0.00 0.00 sqft 0.00 0.00 0.00

TOTAL SUBCON COST #VALUE! #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 Project - Floor Area Floor Area 0.00 sqm Location Location - Buyer Buyer 0

ITEM MATERIALS SPECIFICATION FINISHES BRAND

Roofing pre-paintedAccessories .4mm thick pre-painted

Ceiling painted w/ boysen Flex boardspainted w/ boysen Patecopainted w/ boysen Patecopainted w/ boysen Pateco

Flooring Tenzen/Lepanto/Euro tilesexposed edges Tenzen/Lepanto/Euro tiles

Tenzen/Lepanto/Euro tilesTenzen/Lepanto/Euro tiles

Stair Steps & Landing – Concrete 12” x 12” ceramic tiles Tenzen/Lepanto/Euro tilesRaven

painted w/ boysen Sash Factorypainted w/ boysen Sash Factory

Doors & Jambs painted w/ boysen Rapid Formingpainted w/ boysen Rapid Formingpainted w/ boysen Sash Factory

PatecoPoly door

painted w/ boysen Rapid FormingSash Factory

antique brassantique brass

Yale

Windows Casement – steel painted w/ boysen ContingenciesGlass – smoked 1/8” thick

Comfort Room Floor tiles – 8” x 8” ceramic tiles unglazed Tenzen/Lepanto/Euro tilesglazed Tenzen/Lepanto/Euro tiles

Border tiles – 3” x 8” ceramic tiles glazed Tenzen/Lepanto/Euro tiles

white

white

Shower head & valve chrome plated WBFaucet shower Distributed by best tank

Plumbing Fresh water line PVC Blue Eslon bluefittings G I

Sewer line luckyfittings lucky

Electrical Breaker box ChintBreaker switch ChintWire strandedElectrical conduitswitch common RoyuSwitch plate common RoyuConvenience outlet common RoyuC O plate common Royu

Kitchen Counter glazed Tenzen/Lepanto/Euro tilesglazed Tenzen/Lepanto/Euro tiles

Distributed by best tankDistributed by best tank

Kitchen sink faucet Distributed by best tankpainted with boysen Pateco

Kitchen Nook granite slab cut to desire shape China

Other Finishes

Railings at balcony stainlessWall Cladding manufactured stoneBase board painted with boysen Pateco

with television cable & outlet at living area & master bedroomwith telephone cable & outlet at living area & master bedroom

Concrete Moldings painted with boysen Balluster Pre-cast concrete painted with boysen Canopy Ga. 24 gi sheet with lace painted with boysen Trellis painted with boysen

Prepared by:

M M COffice Engineer

Checked by:

Engr. Agapito C. CaparasAVP – Engineering & Construction

Noted & approved by:

Engr. Joel H. AlejandrinoVP - Engineering & Construction

Miscellaneous

Tile – span (long span) .4mm thick APO (Puyat steel Corp.)APO (Puyat steel Corp.)

4.5 mm thk cement board in metal furringwooden cornice 4”(CN-4b) living,dining,kit & hallwaywooden cornice 3” (CN-3b) bedrooms,porch & balconywooden cornice 2” (CN-2b) CR

Ground flr – 12” x 12” ceramic tiles (polished) with pvc anti skid onsecond flr – 12” x 12” ceramic tiles (polished)Porch - 12” x 12” ceramic tiles (unpolished)Balcony - 12” x 12” ceramic tiles (unpolished)

with brass anti-skidHandrail – 3” x 3” woodKing post – 4” x 4” wood

Main door - steel door 2.1 x 0.9 m Service door - steel door 2.1 x 0.7 mDoor at balcony – sliding panel door 2-2.1 x 0.7 m Bedroom door – molded door 2.1 x 0.8 m painted w/ boysen Cr door – PVC door 2.1 x 0.6 m pre painted w/ colored glassAll door jamb – steel (except CR & balcony door)sliding door jamb – 2” x 6” wood jamb painted w/ boysen (acrytex)All door lock set (except CR & sliding door) – lever type Yale – L6267 ET US5Main door entrance set Yale – CBCA 5057 US5CR door lock set cylindrical type

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

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

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

Bath tub (1.70 m) with telephone shower acrylic white Royal Tern Penguin

chrome plated (JM-9719-220)

PVC – orangePVC – orange

corrugated flexible uPVC

Counter top & splash wall - 8”x 8” ceramic tilesBorder – 3” x 8” ceramic tilesKitchen sink double tub stainless ( CBS-3617-327)Kitchen sink double tub stainless ( CBS-3018-331)

chrome plated (JM-9814-231)Kitchen counter cabinet (design F)

top with boysen (acrytex clear) stone age (castle stone)wooden base board (BB 1-4b)

4” & 5” pre-cast concrete

Pre-cast concrete with 6 mm thk. polycarbonate sheet

Project Project - Floor Area Floor Area 0.00 sqm Location Location - Buyer Buyer 0


Roofing pre-paintedAccessories .4mm thick pre-painted

Ceiling 4.5 mm thk cement board in metal furring painted w/ boysen Flex boardspainted w/ boysen Patecopainted w/ boysen Patecopainted w/ boysen Pateco

Flooring with pvc anti skid on Tenzen/Lepanto/Euro tilesexposed edges Tenzen/Lepanto/Euro tiles

Tenzen/Lepanto/Euro tilesTenzen/Lepanto/Euro tiles

Stair Steps & Landing – Concrete 12” x 12” ceramic tiles Tenzen/Lepanto/Euro tilesWith anti-skid Raven

Handrail – 3” x 3” wood painted w/ boysen Sash FactoryKing post – 4” x 4” wood painted w/ boysen Sash Factory

Doors & Jambs Main door - panel door 2.1 x 0.9 m Sash FactoryService door - panel door 2.1 x 0.7 m Sash FactoryDoor at balcony – sliding panel door 2-2.1 x 0.7 m Sash FactoryBedroom door – molded door 2.1 x 0.8 m PatecoCr door – PVC door – 2.1 x 0.6 m pre painted w/ colored glass Poly door

painted w/ boysen Rapid Formingsliding door jamb – 2” x 6” wood jamb Sash Factory

solid brass YaleCR door lock set Yale

Windows Casement – steel painted w/ boysenGlass – smoked 1/8” thick

Comfort Room Floor tiles – 8” x 8” unglazed Tenzen/Lepanto/Euro tilesglazed Tenzen/Lepanto/Euro tiles

Border tiles – 3” x 8” glazed Tenzen/Lepanto/Euro tiles

white HCGPissarro Package I

white Artes MyerEmperor (AMB-150DF)

acrylic white

Shower head & valve chrome plated WBFaucet shower Distributed by best tank


Sewer line luckyfittings lucky

Electrical Breaker box ChintBreaker switch ChintWire strandedswitch common RoyuSwitch plate common RoyuConvenience outlet common RoyuC O plate common Royu

Kitchen Counter Counter tiles 8”x 8” glazed Tenzen/Lepanto/Euro tilesBorder tiles – 3” x 8” glazed Tenzen/Lepanto/Euro tilesKitchen sink Distributed by best tank

Kitchen sink faucet Distributed by best tankpainted with boysen Pateco

Kitchen Nook granite slab cut to desire shape

Other Finishes

Railings at balcony stainlessWall Cladding manufactured stoneBase board

Prepared by:


Checked by:




Tile – span (long span) .4mm thick APO (Puyat steel Corp.)APO (Puyat steel Corp.)

with cornice 4”(CN-4b) x 14 ft living,dining,kit & hallwaywith cornice 3” (CN-3b) x 14 ft bedrooms,porch & balconywith cornice 2” (CN-2b) x 14 ft CR

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)

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

All door jamb – steel (except CR & balcony door)painted w/ boysen (acrytex)

All door lock set (except CR & sliding door) – lever type

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

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

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

Bath tub (1.70 m) with telephone shower Royal Tern (Penguin)

chrome plated (JM-9719-220)

PVC – orangePVC – orange

stainless ( CBS-3617-327)stainless ( CBS-3018-331)chrome plated (JM-9814-231)

Kitchen counter cabinet (design F)

top with boysen (acrytex clear) stone age (castle stone)

PROJECT PROJECT

LOCATION LOCATION

FLOOR AREA FLOOR AREA

BUYER BUYER


RoofingAccessories plain GI sheet

Ceiling 4.5 mm thk cement board on metal furring Painted w/ boysen Flex boards

Flooring Exposed tile edges w/ tile trim Tenzen/Lepanto/Euro tiles

Doors & Jambs Main door - flush door 2.1 x 0.9 m sash factoryService door - flush door 2.1 x 0.7 m w/ GI sash factoryBedroom door – flush door 2.1 x 0.8 m sash factoryCr door – PVC door – 2.1 x 0.6 m Pre painted Poly door

Painted w/ boysen Rapid formingAll door knobs Yale

Comfort Room Floor tiles – 8” x 8” Unglazed Tenzen/Lepanto/Euro tilesGlazed Tenzen/Lepanto/Euro tiles

Border tiles – 3” x 8” Glazed Tenzen/Lepanto/Euro tiles

Water closet & wall hung lavatory w/ soap White Royal tern

Shower head & valve Chrome plated WBFaucet shower Distributed by best tank


Sewer line PVC Luckyfittings PVC Lucky

Electrical Breaker box ChintBreaker switch ChintWire Strandedswitch Common RoyuSwitch plate Common RoyuConvenience outlet Common RoyuC O plate Common Royu

Kitchen Counter Counter tiles 8”x 8” Glazed Tenzen/Lepanto/Euro tilesBorder tiles – 3” x 8” Glazed Tenzen/Lepanto/Euro tilesKitchen sink Distributed by best tankKitchen sink faucet KS-1203 Distributed by best tank

Wall Cladding Manufactured Stone Top with boysen acrytex clear

Prepared by:


Checked by:




Corrugated GI sheet Ga 26 Painted w/ boysen roof guardPainted w/ boysen roof guard

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

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

All door jamb – steel (except CR)

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

And tissue holder skylark trip lever

Chrome plated (JM-9719-220)

Stainless 16” x 24” (BS-2416)

Kitchen counter cabinet (design F) Painted w/ boysen (QDE)

Stone Age (ledgestones)

document.xlsMATERIALSPRICELIST04/17/2023

materials price list

03/15/11

item no materials unit price

earth works1.00 common borrow cu m 150.00 2.00 lahar cu m 250.00

concreting, masonry, plastering1.00 cement 40 kg/s / bag bag 205.00 2.00 sand s1 cum 500.00 3.00 gravel 3/4 ( round ) cum 700.00 4.00 chb 4" non load bearing pc 7.00 5.00 chb 5" non load bearing pc 8.00

forms & ceiling 1.00 plywood 3/16 ord. pc 250.00 2.00 flex brd 3.5 mm pc 300.00

3.00 pc 310.00 4.00 plywood 1/4 ord. pc 275.00 flexboard ¼ 3605.00 plywboards 3/4 ord. pc 710.00 6.00 coco lumber bd ft 20.00 7.00 good lumber 2" x 2" x 12' bd ft 36.00 8.00 good lumber 2" x 2" x 10' bd ft 36.00 9.00 good lumber 2" x 2" x 8' bd ft 36.00

10.00 good lumber 1" x 1" x 8' pc 36.00 11.00 cwn 2" kg 55.00 12.00 cwn 3" kg 50.00 13.00 cwn 4" kg 50.00 14.00 1" finishing nail kg 75.00 15.00 cabinet handle pc 25.00 16.00 wire mesh 1/8"x1/8"x3' l.m. 85.00

rebars price/kg1.00 rebars 9mm dia pc 80.00 30.77 2.00 rebars 10mm dia pc 115.00 32.86 3.00 rebars 12mm dia pc 165.00 33.00 4.00 rebars 16mm dia pc 293.00 32.56 5.00 rebars 20mm dia pc 465.00 33.21 25 7156.00 gi wire ga 16 kg 60.00

doors1.00 pvc door 2.1 x .6 m w/ jamb pc 1,350.00

2.00 pc 2,800.00 3.00 molded door 2.1 x .8 m w/ jamb pc 3,450.00 4.00 flush door 2.1 x .6 m w/ jamb pc 1,900.00 5.00 flush door 2.1 x .7 m w/ jamb w/ GI pc 2,250.00 6.00 molded door 2.1 x .8 m w/ jamb pc 2,050.00 7.00 flush door 2.1 x .9 m w/ jamb pc 2,050.00 8.00 steel door 2.1 x .7 m w/ jamb pc 4,200.00 9.00 steel door 2.1 x .9 m w/ jamb pc 4,200.00

10.00 3" x 3" loose pin hinge pc 25.00

11.00 pc 250.00 12.00 door knob ( amerilock ) pc 150.00 13.00 railings us pc 1,280.00 14.00 hanger stanley pc 1,000.00 15.00 door lock lock wood pc 800.00

deadbolt lock pc 240.00 barrel bolt pc 35.00

windows 1.00 glass 1/8" smoke (installed) sq ft 35.00 2.00 glass 1/8" clear (intalled) sq ft 35.00 3.00 analok 1/4" thk bronze ( installed) sq ft 300.00 bus type anodize 3504.00 steel casement sq ft 140.00

tiles ( t & b, & kitchen counter ) `1.00 8" x 8" glazed tiles (mariwasa) pc 12.00 2.00 8" x 8" unglazed tiles pc 12.00 3.00 abc grout / 2 kgs bag 60.00 4.00 tile trim per 8 ft pc 50.00

3” x 8” border tiles pc 18.00 8” x 12” glazed tiles pc 18.50

roof framing 03/15/10 kg/m1.00 angle 2" x 2" x 3/16 x 20 ft pc 540.00 2.00 angle 1 1/2" x 1 1/2" x 3/16 x 20 ft pc 340.00 3.00 angle 2" x 2" x 1/4 x 20 ft pc 795.00 4.00 angle 1 1/2" x 1 1/2" x 1/4 x 20 ft pc 535.00 5.00 flat bar 2" x 3/16 x 20 ft pc 350.00 6.00 flat bar 1 1/2" x 3/16 x 20 ft pc 245.00

7.00 pc 380.00 1.89

8.00 pc 420.00 2.43

9.00 pc 2.70

10.00 pc 470.00 3.4611.00 plain round bar 10mm dia. x 6m pc 125.00 12.00 welding rod kg 100.00 13.00 facia bd 1' x 10 " x l bd ft 65.00

14.00 pcs 320.00

roofing1.00 r span lm 253.00 2.00 gutter spanish ( .40 x .457 m x 0.40 mm)per 8 ft pc 340.00 3.00 ridge roll per 8 ft pc 227.00 4.00 valley gutter per 8 ft pc 255.00 5.00 end flushing per 8 ft pc 340.00 6.00 side wall flushing per 8 ft pc 170.00 7.00 tile span lm 308.00 8.00 gutter spanish per 8 ft pc 340.00 9.00 ridge roll per 8 ft pc 337.00

10.00 valley gutter per 8 ft pc 340.00 11.00 end flushing per 8 ft pc 340.00 12.00 side wall flushing per 8 ft pc 170.00 13.00 tekscrew pc 1.85 14.00 silicon pc 120.00 15.00 rivets pc 0.50 16.00 wire basket strainer pc 100.00 17.00 sleeves 3" dia pc 50.00 18.00 concrete nail 1 1/2" kg 75.00 19.00 corr gi sheet ft 33.00 20.00 fab. ridge roll per 8 ft pc 140.00 21.00 fab. gutter per 8 ft pc 130.00 22.00 fab. valley gutter per 8 ft pc 160.00 23.00 fab. end flushing per 8 ft pc 160.00 24.00 roof nails kg 90.00 25.00 Stainless gutter pc 1,200.00

plywood 1/4 (marine)

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

door knob ( yale )

c purlins 2" x 3" x 20 ft (1.20 mm thk)




facia bd lc 2" x 10" x 8 ft (0.9 mm thk)


painting ( latex, enamel, floor paint & roof paint ) 1.00 masonry neutralizer gal. 275.00 2.00 paint thinner gal 190.00 3.00 panching compound kg 30.00 4.00 flat wall enamel gal 465.00 5.00 latex gal 416.00 6.00 latex semi gloss gal 485.00 7.00 qde chocolate brown gal 420.00 8.00 qde white gal 515.00 9.00 plasolux putty gal 545.00

10.00 sanding paper #120 pc 10.00 11.00 sanding paper #100 pc 15.00 12.00 lacquer thinner gal 160.00 13.00 lacquer flo gal 580.00 14.00 whether coat gal 400.00 15.00 acri color 1/4 lt latex pc 45.00 16.00 tin ting color 1/4 lt enamel. pc 95.00 17.00 glazing putty gal 545.00 18.00 true coat gal 810.00 19.00 boysen roof guard gal 540.00 20.00 acreytex primer gal 610.00 21.00 acreytex cast gal 400.00 22.00 acreytex top coat gal 765.00

acreytex reducer gal 345.00 23.00 stopa kgs 50.00

Masonry putty boysen gal 275.00

electrical1.00 breaker box 6 holes pc 600.00 2.00 breaker box 8 holes pc 650.00 3.00 breaker box 10 holes pc 900.00 4.00 breaker switch 15 a pair 295.00 5.00 breaker switch 20 a pair 295.00 6.00 breaker switch 30 a pair 295.00 7.00 breaker switch 40 a pair 295.00 8.00 breaker switch 60 a pair 420.00 9.00 breaker switch 100 a pair 750.00

10.00 receptacles pc 28.00 11.00 t - slot outlet pc 25.00 12.00 plate co. pc 25.00 13.00 SwitcH pc 35.00 14.00 1 gang plate pc 25.00 15.00 2 gang plate pc 25.00 16.00 3 gang plate pc 25.00 17.00 awg stranded wire # 10 roll 4,455.00 18.00 awg stranded wire # 12 roll 2,910.00 19.00 awg stranded wire # 14 roll 1,635.00 20.00 awg stranded wire # 8 roll 4,645.00 21.00 flexible hose 3/4" roll 950.00 22.00 flexible hose 1/2" roll 750.00 23.00 pipe clamp 1/2 " dia. pc 2.50 24.00 junction box 4" x 4" pc 25.00 25.00 utility box 4" x 2" pc 18.00 26.00 electrical tape big pc 25.00 27.00 acu outlet national w/ plate pc 240.00 28.00 exhaust fan 12" dia ( tailee ) pc 1,350.00 29.00 exhaust fan 12" dia ( 3d ) pc 1,090.00

plumbing pipes, fitting & fixtures1.00 pc 11,050.00 2.00 lavatory ( counter type royal tern ) pc 2,250.00 3.00 lavatory (for hot & cold) pc 1,350.00

For 2-storey

4.00 set 5,500.00 For bungalow

5.00 set 4,400.00 6.00 kitchen sink 16" x 24" pc 790.00 7.00 kitchen sink double tub 2,099.75 8.00 floor drain 4" x 4" chrome plated pc 80.00 9.00 p trap 2" dia. pc 62.00

10.00 3" dia. pvc pipe (gray) pc 120.00 11.00 2" dia. pvc pipe pc 170.00 12.00 4" dia. pvc pipe pc 450.00 13.00 4" dia. coupling pc 53.00 14.00 3" dia. Coupling (gray) pc 10.00 15.00 2" dia. coupling pc 18.00 16.00 2" dia. elbow pc 26.00 17.00 3" dia. Elbow (gray) pc 25.00 18.00 4" dia. elbow pc 85.00 19.00 2" dia. tee pc 38.00 20.00 3" dia. Tee (gray) pc 30.00 21.00 4" dia. tee pc 118.00 22.00 4" x 2" dia. reducer tee pc 85.00 23.00 4" x 3" dia. reducer tee pc 95.00 24.00 4" x 45 elbow pc 74.00 25.00 2" x 45 elbow pc 24.00 26.00 3" x 45 elbow pc 10.00 27.00 clean out 4" dia w/ cover pc 65.00 28.00 clean out 2" dia w/ cover pc 40.00 29.00 wye 4" dia pc 138.00 30.00 wye reducer 4" x 2" pc 90.00 31.00 solvent cement ( 100 cc ) pc 75.00 32.00 vulcaseal lt 360.00 33.00 3/4" dia x 10' elson blue pc 100.00 34.00 1/2" dia x 10' elson blue pc 55.00 35.00 3/4" dia x gi pipe pc 450.00 36.00 1/2" dia x gi pipe pc 325.00 37.00 3/4" gi coupling pc 11.00 38.00 1/2" gi coupling pc 9.00 39.00 3/4" gi tee pc 25.00 40.00 1/2" gi tee pc 13.00 41.00 3/4" x 1/2" gi tee reducer pc 25.00 42.00 3/4" gi elbow pc 15.00 43.00 1/2" gi elbow pc 12.00 44.00 3/4" x 1/2" gi reducer pc 15.00 45.00 3" x 1/2" dia nipple pc 13.00 46.00 sho valve & head wb brand pc 520.00 47.00 shower valve (for hot & cold) pc 2,900.00 48.00 gate valve 3/4 dia pc 320.00

49.00 pc 470.00 50.00 angle valve pc 130.00 51.00 Faucet best tank (jm-9719-220) shower pc 350.00 52.00 pc 699.75 53.00 u. s. teflon pc 10.00 54.00 flexible hose pc 120.00 55.00 niple 3/8 x 2" pc 15.00 56.00 reducer bushing 1/2 x 3/8 pc 15.00

bath tub ( royal tern penguin acrylic )

water closet & lavatory pedestal type (Artes Myer AMB-150DF)

water closet & lavatory wall hang (sf skylark trip lever package)

Faucet best tank (ks-1203) kitchen sink

kitchen sink faucet (JM-9814-231)


floor finish @ ground & second flr.1.00 12" x 12" unglazed tiles tenzen pc 29.60 2.00 vinyl tiles 12" x 12" pc 14.00 3.00 vinyl bond gal 375.00 4.00 pebbles ( black ) can 40.00 5.00 pebbles ( boracay ) can 140.00 6.00 red cement kg 150.00 7.00 adobe rubble 12" x 12" pc 40.00 8.00 adobe rubble 4" x 12" pc 15.00 ashlar mariposa 4x 8 6509.00 aslar tiles biege 2" x 6" sq m 280.00 green slate 4 x 8 350

10.00 aslar tiles biege 4" x 8" sq m 450.00 wood stone 4 x 8 650

11.00 sq ft 85.00 12.00 porcelain tiles ( granite tiles ) pcs 85.00 13.00 vigan tiles pcs 15.00

stair, handrail & railings1.00 hand rails 2" x 3" l ft 100.00 2.00 hand rails 3" x 3" l ft 130.00 3.00 steel railings sq ft 150.00 4.00 lumber 2" x 12" kd bd ft 66.00 5.00 lumber 2" x 10" kd bd ft 64.00 6.00 lumber 2" x 8" kd bd ft 61.00 7.00 t & g 1" x 4" x l bd ft 42.00 8.00 Raven anti-skid pc 1,400.00 9.00 Water proofing-frosroc Pack 360.00

10.00 Cabinet11.00 Plywood ¾ 810.00 12.00 Piano hinges 130.00 13.00 Catches 8.00 14.00 Handle 25.00 15.00 10 mm square bar 110.00 16.00 12 mm square bar 145.00 17.00 16 mm square bar 460.00 18.00 2” x 2” tubular ga 16 735.00 19.00 2” x 3” tubular ga 16 920.00 20.00 2” x 4” tubular ga 16 1,250.00 21.00 gi pipe 1” dia sch 20 600.00 22.00 gi pipe 1 1/2” dia sch 20 910.00 23.00 gi pipe 2” dia sch 20 1,310.00 24.00 1/8” x 1/2” flat bar 50.00 25.00 1/8” x 1” flat bar 130.00 26.00 1/4” x 1/2” flat bar 105.00 27.00 1/4” x 1” flat bar 215.00 28.00 3/16” x 1/2” flat bar 70.00 29.00 3/16” x 1” flat bar 170.00 30.00 plain round bar 16mm dia 395.00 31.00 plain gi sheet ga 18 1,260.00 32.00 welding rod 110.00 33.00 concrete balluster pc 100.00 34.00 12” x 12” x 4” adobe pc 35.00 35.00 2” x 4” x 8” red bricks pc 7.00 36.00 king post 4” x 4” (steel & wood) pc 800.00 37.00 capiz on yakal frame sqft 300.00 38.00 Border 8 cm 5m/roll 420.00 39.00 assorted pebbles can 200.00 40.00 door casing 3” x 14 ft (pateco) pc 212.80 41.00 cornice CN-1-6 lft 37.50 42.00 cornice CN-1-4b lft 23.60 43.00 cornice CN-1-3b lft 17.70 44.00 cornice CN-1-2b lft 11.80 45.00 stick well kg 120.00 46.00 concealed hinges pc 36.00 47.00 stainless closet handle pc 120.00 48.00 aluminum pipe 1” x 16' pc 240.00 49.00 Flanges 1” dia pc 30.00 50.00 french type cab door pc 200.00 51.00 plain gi sheet ga 24 pc 520.00 52.00 design lace ft 25.00 53.00 epoxy primer gal 580.00 54.00 baseboard BB 1-4B lft 24.40 55.00 glass block 8 x 8 pc 90.00 56.00 screw with tox pc 2.00

polyurethane reducer lit 135.00 sanding sealer gal 470.00 polyurethane top coat gal 960.00

Artes myer dual flush push botton & pedestal type-emperor (white) set 5500Reg. Colored set 6000

(ARTES MYER-EMPEROR AMB-150DF-two piece dual push button & pedestal type)

HCG MONET 2 6320PUSH BUTTON & WALL HUNG (with soap & tissue holder)

GRANITE-GRANITO

16X16 173.9512X12 93.95

man power rate

skilled per day 300.00 labor per day 200.00

LUCKY ORANGE1.00 2” upvc pc 170.00 2.00 3” upvc pc 340.00 3.00 4” upvc pc 450.00 4.00 p trap 2" dia. pc 62.00 5.00 wye reducer 4" x 2" pc 90.00 6.00 wye 4" dia pc 138.00 7.00 elbow 45-4” pc 74.00 8.00 elbow 45-3” pc 40.00 9.00 elbow 45-2” pc 24.00

10.00 elbow 90-4” pc 85.00 11.00 elbow 90-3” pc 48.00 12.00 elbow 90-2” pc 26.00 13.00 tee reducer 4” x 2” pc 85.00 14.00 tee reducer 4” x 3” pc 95.00 15.00 clean out 4" dia w/ cover pc 64.00 16.00 clean out 2" dia w/ cover pc 26.00 17.00 tee 4” pc 118.00 18.00 tee 3” pc 65.00 19.00 tee 2” pc 38.00 20.00 coupling 4” pc 53.00 21.00 coupling 3” pc 18.00 22.00 coupling 2” pc 33.00

wood parquet narra 3/8” thk top w/ polyurethane

GRADE 230(STRUCTURAL GRADE) ASTM33; 230MPa / 33000 PSI

9 0.44410 0.61612 0.88816 1.57820 2.46625 3.85328 4.83432 6.31336 7.990

9mm. kg/m 10mm. kg/m 12mm. kg/m 16mm. kg/m 20mm. kg/m 25mm. kg/m 28mm.9 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 28

9 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 28

9 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 28

9 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 289 0.444 10 0.616 12 0.888 16 1.578 20 2.466 25 3.853 28

kg/m 32mm. kg/m 36mm. kg/m4.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.990

4.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.990

4.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.990

4.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.9904.834 32 6.313 36 7.990

estimates

foundation

isolated footing marks marks qty qty dimension (m) dimension (m) main bars along l main bars along l

l l w w d d code no code no dia dia kg/m kg/m F-1 4.00 16.00 1.58 F-2 4.00 16.00 1.58 F-3 4.00 16.00 1.58 F-4 4.00 16.00 1.58 F-5 4.00 16.00 1.58 F-6 4.00 16.00 1.58 F-7 4.00 16.00 1.58

total - -

wall footing marks qty dimension (m) main bars along l

l w d code no dia kg/m wf-1 - 0.40 0.25 2.00 10.00 0.62 wf-3 - 0.30 0.15 2.00 10.00 0.62

2.00 10.00 0.62 2.00 10.00 0.62 2.00 10.00 0.62 2.00 10.00 0.62 2.00 10.00 0.62 2.00 10.00 0.62 2.00 10.00 0.62

-

total - 0.40

F O O T I N G 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm -

total - - - -

main bars along l main bars along l main bars along w main bars along w no of kg no of kg conc vol conc vol Bar pcs Bar pcs code no code no dia dia kg/m kg/m Bar pcs Bar pcs main bars main bars tie wire tie wire cum cum 5.000 4.00 16.00 1.58 5.000 - - - 5.000 4.00 16.00 1.58 5.000 - - - 5.000 4.00 16.00 1.58 5.000 - - - 6.000 4.00 16.00 1.58 6.000 - - - 6.000 4.00 16.00 1.58 6.000 - - - 6.000 4.00 16.00 1.58 6.000 - - - 6.000 4.00 16.00 1.58 6.000 - - -

- - - - - - - - - -

- - - - - -

- - -

16 mm - 10 mm - - -

main bars along l main bars along w no of kg spacing code no dia kg/m spacing main cut bars tie wire

0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - - 0.16 1.00 9.00 0.44 0.40 - - -

- - -

F O O T I N G 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm - 20.00 mm - 25.00 mm - 28.00 mm -

- - -

cement cement sand sand gravel gravel formboard formboard form lumber form lumber asstd nails asstd nails form oil form oil bag bag cum cum cum cum pcs pcs bdft bdft kg kg li li

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

conc vol cement sand gravel formboard form lumber asstd nailform oil cum bag cum cum pcs bdft kg li

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - -

concreting works const bid cost/cum

concretingconcreting 3000 psi #DIV/0!unit cost qty -

labor unit cost 750.00 - - equipment unit cost 250.00 #DIV/0! #DIV/0!material unit cost #DIV/0!concreting unit cost #DIV/0! sub con total cost #DIV/0!duration -

crew crew labor 6.00 200.00 1.00

mason 1.00 300.00

equipment one bagger mixer 1.00 500.00

bill of materials description qty unit unit cost Cement - bags 205.00 Sand s-1 - cum 500.00 Gravel 3/4" - cum 700.00

total

labor cost computation:

mixing and placing concrete manually2cum/day 2.00

2.00

one bagger mixer 2.00

material computation: description class a 1.0 cement 9bag/cum 9.00 2.0 sand .5cum/cum 0.50 3.0 gravel 3/4" 1cum/cum 1.00

const bid cost/cum total bid cost rebars

#DIV/0! #DIV/0! structural gradstructural grad 40 psi cum pcf #DIV/0! unit cost qty

project cost 0.08 proj.supervision 0.05 labor unit cost 5.00 - constn facilities 0.03 equipment unit cost #DIV/0!indirect eqpt - material unit cost #DIV/0!miscellaneous - rebar unit cost #DIV/0! sub con

others - total cost #DIV/0!indirect cost 0.20 duration -

bonds premiums - crew insurance premiums - labor 1.00 200.00 escalation - steel man 1.00 300.00 cost of money 0.03 contingencies 0.05 equipment contractor tax 0.02 profit 0.10

total 0.28 bill of materials bill of materials

amount description qty unit - 9mm - kg - 10mm - kg - 12mm - kg

16mm - kg 20mm - kg 25mm - kg 28mm kg 32mm kg 36mm kg

tie wire - kg

-

labor cost computation: labor cost computation:

cum/day

material computation: material computation:

bag/cum cum/cum cum/cum

const bid cost/kg total bid cost forms

#DIV/0! #DIV/0! formsforms - kg pcf #DIV/0! unit cost

0.08 - proj.supervision 0.05 labor unit cost

#DIV/0! constn facilities 0.03 equipment unit cost indirect eqpt - material unit cost miscellaneous - formworks unit cost

others - total cost indirect cost 0.20 duration

crew bonds premiums - crew 1.00 insurance premiums - labor

escalation - carpenter cost of money 0.03 contingencies 0.05 equipment contractor tax 0.02 profit 0.10

total 0.28 bill of materials bill of materials

unit cost amount description 2.66 30.03 - 4 x 8 x 1/4 ord pw 3.70 31.11 - 2 x 3, 2x 4 5.33 30.97 - assorted nail 9.47 30.95 - form oil

14.80 31.43 - 23.12 35.04 - 29.00 - 37.88 - 47.94 -

60.00 - -


100.00 kg/day install erect dismantel repair

100.00 kg/day


const bid cost/kg total bid cost

coco lumber #DIV/0! #DIV/0!qty sqm pcf #DIV/0!

project cost 0.08 62.50 - - proj.supervision 0.05

equipment unit cost #DIV/0! #DIV/0! constn facilities 0.03 #DIV/0! sub con indirect eqpt - #DIV/0! miscellaneous -

#DIV/0! others - - crew indirect cost 0.20

2.00 bonds premiums - 1.00 200.00 insurance premiums - 1.00 300.00 escalation -

cost of money 0.03 contingencies 0.05 contractor tax 0.02 profit 0.10

total 0.28 bill of materials

qty unit unit cost amount pcs 275.00 - bdft 20.00 - kg 50.00 - li 8.00 -

- - - - -

- total -


8.00 sqm/day

8.00 sqm/day

material computation:

estimates

columnsmarksmarks qtyqty dimension (m)dimension (m) main barsmain bars

dd bb hh code nocode no diadia kg/mkg/mC1 4 16.00 1.58 C2 4 16.00 1.58 C3 4 16.00 1.58 PC 4 16.00 1.58 C1 3 12.00 0.89 C2 4 16.00 1.58 C3 4 16.00 1.58 C4 4 16.00 1.58 C1 3 12.00 0.89 C2 4 16.00 1.58 C3 4 16.00 1.58 C4 4 16.00 1.58 C1 3 12.00 0.89 C2 4 16.00 1.58 C3 4 16.00 1.58 C4 4 16.00 1.58 C4 4 16.00 1.58 C4 4 16.00 1.58 total - -

C O L U M N9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm -

0 0 0 0

main barsmain bars tiesties ties spacing mties spacing mno of pcsno of pcs code nocode no diadia kg/mkg/m 1st1st no of pcsno of pcs 2nd2nd

6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 5.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 8.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 5.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 8.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10 6.00 2 10.00 0.62 0.05 2.00 0.10

0.90 36.00

C O L U M N L A T E R A L T I E S20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 10.00 mm

0 0 0

ties spacing mties spacing m no of kg no of kg conc volconc volno of pcsno of pcs rest @rest @ no of pcsno of pcs mainmain tiesties tie wiretie wire cumcum

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 0.10 - - - - - 1.00 0.10 - - - - - 1.00 0.10 - - - - - 1.00 0.10 - - - - - 1.00 0.10 - - - - -

18.00 - - - -

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 0

cement cement sandsand gravelgravel formboardformboard form lumberform lumber asstd nailsasstd nails form oilform oilbagbag cumcum cumcum pcspcs bdftbdft kgkg lili

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -


concretingconcreting 3000 psi #DIV/0!unit cost qty 0.00

labor unit cost 750.00 - - equipment unit cost 250.00 #DIV/0! #DIV/0!material unit cost #DIV/0!concreting unit cost #DIV/0! sub contotal cost #DIV/0!duration - crew crew

labor 6 200.00 1mason 1 300.00

equipmentone bagger mixer 1 500

bill of materialsdescription qty unit unit costCement 0 bags 205.00 Sand s-1 0 cum 500.00 Gravel 3/4" 0 cum 700.00

total


mixing and placing concrete manuall 2cum/day 2

2

one bagger mixer 2

material computation:description class a1.0 cement 9bag/cum 92.0 sand .5cum/cum 0.53.0 gravel 3/4" 1cum/cum 1


#DIV/0! #DIV/0! structural gradstructural grad 40 psicum pcf #DIV/0! unit cost qty

project cost 8%proj.supervision 5% labor unit cost 5.00 - constn facilities 3% equipment unit cost #DIV/0!indirect eqpt 0% material unit cost #DIV/0!miscellaneous 0% rebar unit cost #DIV/0! sub con

others 0% total cost #DIV/0!indirect cost 20% duration -

bonds premiums 0% crew insurance premiums 0% labor 1 200.00 escalation 0% steel man 1 300.00 cost of money 3%contingencies 5% equipmentcontractor tax 2%profit 10%

total 27.5%bill of materials bill of materials

unit cost amount description qty unit205.00 - 9mm 0.00 kg500.00 - 10mm 0.00 kg700.00 - 12mm 0.00 kg

16mm 0.00 kg20mm 0.00 kg25mm 0.00 kg28mm 0.00 kg32mm kg36mm kgtie wire - kg

-


cum/day


bag/cumcum/cumcum/cum


#DIV/0! #DIV/0! formsforms0.00 kg pcf #DIV/0! unit cost

7.50% - proj.supervision 5.00% labor unit cost

#DIV/0! constn facilities 2.50% equipment unit cost indirect eqpt 0% material unit cost miscellaneous 0% formworks unit cost

others 0% total cost indirect cost 20% duration

crew bonds premiums 0% crew 1.0 insurance premiums 0% labor

escalation 0% carpentercost of money 3%contingencies 5% equipmentcontractor tax 2%profit 10.0%


unit cost amount description2.66 30.03 - 4 x 8 x 1/4 ord pw3.70 31.11 - 2 x 3, 2x 45.33 30.97 - assorted nail9.47 30.95 - form oil

14.80 31.43 - 23.12 30.93 - 29.00 - 37.88 - 47.94 -

60.00 - -


100 kg/day installerectdismantelrepair

100 kg/day



coco lumber #DIV/0! #DIV/0!qty 0.00 sqm pcf #DIV/0!

project cost 7.5%62.50 - - proj.supervision 5.00%

equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50%#DIV/0! sub con indirect eqpt 0%#DIV/0! miscellaneous 0%

#DIV/0! others 0% - crew indirect cost 20%

2.0 bonds premiums 0%1 200.00 insurance premiums 0%1 300.00 escalation 0%

cost of money 3%contingencies 5%contractor tax 2%profit 10.0%

total 27.5%bill of materials

qty unit unit cost amount0 pcs 275.00 - 0 bdft 20.00 - 0 kg 55.00 -

- li 8.00 - - - - - - -

total P-


8 sqm/day

8 sqm/day


estimates

beamsmarksmarks qtyqty dimension (m)dimension (m) col dim along beam col dim along beam total total

dd bb ll d1d1 d2d2 lengthlengthFB-1 0.35 0.20 0.20 0.20 0.40 FB-1 0.35 0.20 0.20 0.20 0.40 FB-1 0.35 0.20 0.20 0.20 0.40 FB-1 0.35 0.20 0.20 0.20 0.40 FB-1 0.35 0.20 0.20 0.20 0.40 FB-1 0.35 0.20 0.20 0.20 0.40 FB-1 0.35 0.20 0.20 0.20 0.40 FB-1 0.35 0.20 0.20 0.20 0.40 FB-2 0.30 0.20 0.20 0.20 0.40 FB-2 0.30 0.20 0.20 0.20 0.40 FB-2 0.30 0.20 0.20 0.20 0.40 FB-2 0.30 0.20 0.20 0.20 0.40 FB-2 0.30 0.20 0.20 0.20 0.40 FB-3 0.30 0.20 0.20 0.20 0.40 FB-3 0.30 0.20 0.20 0.20 0.40 FB-3 0.30 0.20 0.20 0.20 0.40 FB-3 0.30 0.20 0.20 0.20 0.40 FTB 0.30 0.20 0.20 0.20 0.40 GB 0.30 0.20 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.20 0.20 0.40 rb-1 0.25 0.15 0.20 0.20 0.40 rb-1 0.25 0.15 0.20 0.20 0.40 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60 rb-1 0.25 0.15 0.30 0.30 0.60

- - - - - - - - - - - - - -

lb-1 0.15 0.10 - lb-2 0.10 0.10 -

Pasemano 0.10 0.30 - Cb 0.30 0.13 -

- - - -

total - - 15.00

B E A M M A I N9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm -

9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm - 9.00 mm - 10.00 mm - 12.00 mm - 16.00 mm -

0 0 0 0

cont barscont bars extra bars topextra bars topcode nocode no diadia kg/mkg/m no of pcsno of pcs code nocode no diadia kg/mkg/m no of pcsno of pcs

4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 4 4 16.000 1.578 3.00 4 16.000 1.578 6 4 16.000 1.578 - 4 16.000 1.578 6 3 12.000 0.888 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 3 12.000 0.888 4 3 12.000 0.888 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 4 4 16.000 1.578 1.00 4 16.000 1.578 0 4 16.000 1.578 4 16.000 1.578 0 4 16.000 1.578 4 16.000 1.578 0 4 16.000 1.578

2 10.000 0.616 2 2 10.000 0.616 2 10.000 0.616 2 2 10.000 0.616 2 10.000 0.616 3 2 10.000 0.616 3 12.000 0.888 4 3 12.000 0.888 3 12.000 0.888 4 3 12.000 0.888 3 12.000 0.888 4 3 12.000 0.888 2 10.000 0.616 2 2 10.000 0.616 2 10.000 0.616 2 10.000 0.616

197.00 75.00

B E A M M A I N S T I R R U P S20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm

20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm 20.00 mm - 25.00 mm - 28.00 mm - 9.00 mm

0 0 0

extra bars topextra bars top extra bars botextra bars botlength(l/4)+24dlength(l/4)+24d code nocode no diadia kg/mkg/m no of pcsno of pcs length(l/2)+24dlength(l/2)+24d

0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 3.00 0.77 0.38 4 16.000 1.578 - 0.77 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.29 3 12.000 0.888 1.00 0.58 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 1.00 0.77 0.38 4 16.000 1.578 0.77 0.38 4 16.000 1.578 0.77 0.38 4 16.000 1.578 0.77

0.24 3 12.000 0.888 0.58 0.24 3 12.000 0.888 0.58 0.24 3 12.000 0.888 0.58 0.29 3 12.000 0.888 0.58 0.29 3 12.000 0.888 0.58 0.29 3 12.000 0.888 0.58 0.24 2 10.000 0.616 0.48 0.24 2 10.000 0.616 0.48

37.06

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 - - 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 - 0 0

tiesties ties spacing mties spacing mcode nocode no diadia kg/mkg/m 1st1st no of pcsno of pcs 2nd2nd @ L/4@ L/4 RestRest

2 10.000 0.616 0.05 1.00 0.10 1.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.20 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 2.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 2 10.000 0.616 0.05 1.00 0.10 3.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15

1 9.000 0.444 0.20 1.00 0.20 1.00 0.20 1 9.000 0.444 0.20 1.00 0.20 1.00 0.20 1 9.000 0.444 0.20 1.00 0.20 1.00 0.20 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.05 1.00 0.10 1.00 0.15 1 9.000 0.444 0.10 1.00 0.10 1.00 0.15

54.00 96.00

ties spacing mties spacing m no of kg no of kg conc volconc vol cement cement sandsand@ L/2@ L/2 mainmain extraextra tiesties tie wiretie wire cumcum bagbag cumcum

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 - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - -

gravelgravel form area.form area. formboardformboard form lumberform lumber asstd nailsasstd nails form oilform oilcumcum pcspcs bdftbdft kgkg lili

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -


concretingconcreting 3000 psi #DIV/0!unit cost qty 0.00 cum pcf

project cost labor unit cost 750.00 - - proj.supervisionequipment unit cost 250.00 #DIV/0! #DIV/0! constn facilities material unit cost #DIV/0! indirect eqpt concreting unit cost #DIV/0! sub con miscellaneoustotal cost #DIV/0! othersduration - indirect cost crew crew bonds premiums

labor 6 200.00 1 insurance premiumsmason 1 300.00 escalation

cost of moneyequipment contingenciesone bagger mixer 1 500 contractor tax

profittotal

bill of materialsdescription qty unit unit costCement 0 bags 205.00 Sand s-1 0 cum 500.00 Gravel 3/4" 0 cum 700.00

total


mixing and placing concrete manual2cum/day 2 cum/day

2

one bagger mixer 2

material computation:description class a1.0 cement 9bag/cum 92.0 sand .5cum/cum 0.53.0 gravel 3/4"1cum/cum 1

total bid cost rebars const bid cost/kg

#DIV/0! structural gradestructural grade 40 psi #DIV/0!#DIV/0! unit cost qty 0.00

8%5% labor unit cost 5.00 - - 3% equipment unit cost #DIV/0! #DIV/0!0% material unit cost #DIV/0!0% rebar unit cost #DIV/0! sub con

0% total cost #DIV/0!20% duration -

0% crew crew0% labor 1 200.00 1.00% steel man 1 300.00 3%5% equipment2%

10%27.5%

bill of materials bill of materialsamount description qty unit

- 9mm - kg 2.66 - 10mm - kg 3.70 - 12mm - kg 5.33

16mm - kg 9.47 20mm - kg 14.80 25mm - kg 23.12 28mm kg32mm kg36mm kgtie wire - kg

-


100

100




#DIV/0! #DIV/0! formsforms coco lumberkg pcf #DIV/0! unit cost

7.50%proj.supervision 5.00% labor unit cost 62.50 constn facilities 2.50% equipment unit cost indirect eqpt 0% material unit cost #DIV/0!miscellaneous 0% formworks unit cost #DIV/0!


bonds premiums 0% crew insurance premiums 0% labor 1escalation 0% carpenter 1cost of money 3%contingencies 5% equipmentcontractor tax 2%profit 10.0%


unit cost amount description qty30.03 - 4 x 8 x 1/4 ord pw 0.0031.11 - 2 x 3, 2x 4 0.0030.97 - assorted nail 0.0030.95 - form oil 0.0031.43 - 30.93 -

- - -

60.00 - -


kg/day installerectdismantelrepair

kg/day



#DIV/0! #DIV/0!qty 0.00 sqm pcf #DIV/0!

project cost 7.5% - - proj.supervision 5.00%

#DIV/0! #DIV/0! constn facilities 2.50%sub con indirect eqpt 0%

miscellaneous 0%others 0%

crew indirect cost 20%2.0 bonds premiums 0%

200.00 insurance premiums 0%300.00 escalation 0%



unit unit cost amountpcs 275.00 - bdft 20.00 - kg 55.00 - li 8.00 -

- - - - - -

total P-


8 sqm/day

8 sqm/day


slab no. qty dimension Factored load l-x l-y Deadload Liveload M Loading

Kpa Kpa l-x l-y S-1 - - - 7.0 3.6 #DIV/0! - - S-2 - - - 7.0 3.6 #DIV/0! - - S-3 - - - 7.0 3.6 #DIV/0! - - S-4 - - - 7.0 3.6 #DIV/0! - - S-5 - - - 7.0 3.6 #DIV/0! - - S-6 - - - 7.0 3.6 #DIV/0! - - S-7 - - - 7.0 3.6 #DIV/0! - - S-8 - - - 7.0 3.6 #DIV/0! - - S-9 - - S-10 - - S-11

estimates

slabmarksmarks qtyqty dimension (clear m)dimension (clear m) beam widthbeam width

ss ll areaarea dd sb 1sb 1 sb 2sb 2 lb 1lb 1S-1 - 0.10 0.20 0.20 0.20 S-2 - 0.10 0.20 0.20 0.20 S-3 - 0.10 0.20 0.20 0.20 S-4 - 0.10 0.20 0.20 0.20 S-5 - 0.10 0.20 0.20 0.20 S-6 - 0.10 0.20 0.20 0.20 S-7 - 0.10 0.20 0.20 0.20 S-8 - 0.10 0.20 0.20 0.20 S-9 - 0.10 0.20 0.20 0.20 S-10 - 0.10 0.20 0.20 0.20 S-11 - 0.10 0.20 0.20 0.20 S-12 - 0.10 0.20 0.20 0.20

SUBTOTAL-1 -

slab on fill A-1 - 0.08 A-2 - 0.08 A-3 - 0.08 A-4 - 0.08 A-5 - 0.08 A-6 - 0.08 A-7 - 0.08 A-8 - 0.08 A-9 - 0.08 STEPS - 0.08

- 0.08 - 0.08

SUBTOTAL-2 -

total - -

beam widthbeam width total lengthtotal length bot bars along shortbot bars along short bot bars along long bot bars along long lb 2lb 2 ss ll code nocode no diadia kg/mkg/m spacingspacing code nocode no diadia

0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000 0.20 0.40 0.40 3 12.000 0.888 0.20 3 12.000

- - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000 - - 1 9.000 0.444 1 9.000

4.80

bot bars along long bot bars along long top bars along shorttop bars along short top bars along longtop bars along longkg/mkg/m spacingspacing code nocode no diadia kg/mkg/m spacingspacing code nocode no diadia

0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000 0.888 0.20 3 12.000

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

2.40

top bars along longtop bars along long conc volconc vol cement cement sandsandkg/mkg/m spacingspacing no of kgno of kg tie wiretie wire cumcum bagbag cumcum

0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - - 0.888 0.20 - - - - -

- - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

2.40 - - - - -

12 mm - 9 mm -

gravelgravel form areaform area formboardformboard form lumberform lumber asstd nailsasstd nails form oilform oilcumcum pcspcs bdftbdft kgkg lili

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -


concretingconcreting 3000 psi #DIV/0!unit cost qty 0.00

labor unit cost 750.00 - - equipment unit cost 250.00 #DIV/0! #DIV/0!material unit cost #DIV/0!concreting unit cost #DIV/0! sub contotal cost #DIV/0!duration -

crew crewlabor 6 200.00 1

mason 1 300.00

equipmentone bagger mixer 1 500

bill of materials

description qty unit unit costCement - bags 205.00 Sand s-1 - cum 500.00 Gravel 3/4" - cum 700.00

total


mixing and placing concrete manually 2cum/day 2

2

one bagger mixer 2

material computation:description class a1.0 cement 9bag/cum 92.0 sand .5cum/cum 0.53.0 gravel 3/4"1cum/cum 1


#DIV/0! #DIV/0! structural gradestructural grade 40 psicum pcf #DIV/0! unit cost

project cost 8%proj.supervision 5% labor unit cost 5.00 constn facilities 3% equipment unit cost indirect eqpt 0% material unit cost #DIV/0!miscellaneous 0% rebar unit cost #DIV/0!


bonds premiums 0% crew insurance premiums 0% labor 1escalation 0% steel man 1cost of money 3%contingencies 5% equipmentcontractor tax 2%profit 10%


amount description qty205.00 - 9mm 500.00 - 10mm - 700.00 - 12mm 0.00

16mm20mm25mm28mm32mm36mmtie wire -

-


cum/day




#DIV/0! #DIV/0!qty 0.00 kg pcf #DIV/0!

project cost 7.50% - - proj.supervision 5.00%

#DIV/0! #DIV/0! constn facilities 2.50%indirect eqpt 0%

sub con miscellaneous 0%others 0%indirect cost 20%

crew bonds premiums 0%200.00 1.0 insurance premiums 0%300.00 escalation 0%



unit unit cost amountkg 2.66 30.03 - kg 3.70 31.11 - kg 5.33 30.97 - kg 9.47 30.95 - kg 14.80 33.21 - kg 23.12 - kg 29.00 - kg 37.88 - kg 47.94 - kg 60.00 -

-


100 kg/day

100 kg/day


forms const bid cost/kg

formsforms coco lumber #DIV/0!unit cost qty 0.00 sqm pcf

project cost labor unit cost 62.50 - - proj.supervisionequipment unit cost #DIV/0! #DIV/0! constn facilities material unit cost #DIV/0! sub con indirect eqpt formworks unit cost #DIV/0! miscellaneoustotal cost #DIV/0! othersduration - crew indirect cost crew 2.0 bonds premiums

labor 1 200.00 insurance premiumscarpenter 1 300.00 escalation

cost of moneyequipment contingencies

contractor taxprofit

totalbill of materials

description qty unit unit cost4 x 8 x 1/4 ord pw 0 pcs 275.00 2 x 3, 2x 4 0 bdft 20.00 assorted nail 0 kg 55.00 form oil - li 8.00

total


install 8 sqm/dayerectDismantlerepair

8 sqm/day


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%

bill of materials

amount - - - - - - - - - -

P-



earth worksno. of chbvariable ht. (0.80) m

descriptiondescription qtyqty width mwidth m length mlength m depth mdepth m

F-1 - 0.00 0.00 0.70 F-2 - 0.00 0.00 0.70 F-3 - 0.00 0.00 0.70 F-4 - 0.00 0.00 0.70 F-5 - 0.00 0.00 0.70 F-6 - 0.00 0.00 0.70 wf-1 - 0.40 - 0.40 wf-3 - 0.30 - 0.85 ftb - 0.20 -

septic tank - 1.20 2.40 1.50

total volume

earth works const bid cost/unit

excavation / manuaexcavation / manua common earth #DIV/0!unit cost qty: -

volume cumvolume cum labor unit cost 133.33 - - equipment unit cost #DIV/0!

- material unit cost - excavation unit cost 133.33 sub con - total cost - - duration - - crew crew - labor 6 200.00 1 - - - equipment - -

- bill of materials


excavation 1 man/1.5 cum/ day 1.50

1.50


manual computation

volume = 0 cumsoil type =common earth

difficulty factor = 1

labor cost computation:labor = 6crew = 1

wage per labor = 200 per daycapacity per man = 1.5 cum/day

labor unit cost =capacity

=(1)(1)(200)

(1)(1.5)

= 133.3333333 php/cum

duration =volume x diff. factorcapacity x no. worker x crew

=(0)(1)

(1.5)(1)(6)

duration = 0 dayssay= 0 days

volume x diff factor x wage

const bid cost/unit total bid cost summary

#DIV/0! - project:cum pcf #DIV/0!

project cost 5.0% 1.0 direct costproj.supervision 2.50% 1.1constn facilities 1.50% 1.2indirect eqpt 0.00% 1.3miscellaneous 1.00% 1.4

others 0.00%indirect cost 23%

bonds premiums 0.00% 2.0 project costinsurance premiums 0.00%escalation 0.00% 2.1cost of money 3.00% 2.2contingencies 7.50% 2.3contractor tax 2.00% 2.4profit 10.00%

total 27.5%bill of materials 3.0 other costs

4.0 indirect cost

4.14.24.3

4.54.64.7


cum/day

cum/day


amount in pesos pct wt. of totallabor 0.00 ### #DIV/0!direct equipment 0.00 ### #DIV/0!materials 0.00 ### #DIV/0!subcontract 0.00 ### #DIV/0!

0.00 72.50 #DIV/0!

project supervision 0.00 2.5% #DIV/0!construction facilities 0.00 1.5% #DIV/0!indirect equipment 0.00 0.0% #DIV/0!miscellaneous 0.00 1.0% #DIV/0!

0.00 5.0% #DIV/0!

0 0.0% #DIV/0!0 0.0% #DIV/0!

bonds premium 0.00 0.0% #DIV/0!insurance premium 0.00 0.0% #DIV/0!escalation 0.00 0.0% #DIV/0!cost of money 0.00 3.0% #DIV/0!contingencies 0.00 7.5% #DIV/0!contractor's tax 0.00 2.0% #DIV/0!profit 0.00 10.0% #DIV/0!

0.00 22.5% #DIV/0!

- #DIV/0!

earth worksearthfill / common earth/manualfill ht. 0.5 m

descriptiondescription qtyqty area (sq.m.)area (sq.m.) depth mdepth m

house area a-1 a-2 a-3 a-4 a-5 a-6 a-7 a-8 a-9 stair

total volume

earth works

earthfill / manuearthfill / manu laharunit cost qty:

volume cumvolume cum labor unit cost 80.00 - - equipment unit cost - material unit cost #DIV/0! - earthfill unit cost #DIV/0! sub con - total cost #DIV/0! - duration - - crew - labor 4 200.00 - - - - - - - bill of materials - description qty unit - lahar 0.00 cum -


earthfill 1 man/3cum/ day


earthfill 1cum x 1.30 sf

MANUAL COMPUTATION

volume = 0 cum

soil type = lahardifficulty factor = 1

labor cost computation:Labor = 4Crew = 1

Wage per labor = 200 Per daycapacity per man = 2.5 cum/day

labor unit cost = Volume x diff factor x wagecapacity

=(1)(1)(200)

(1)(2.5)

= 80 php/cumLabor cost = - Php

Duration =Volume x diff. FactorCapacity x no. worker x crew

=(0)(1)

(2.5)(1)(4)

Duration = 0 DaysSay= 0 Days

material computation:volume = 0 cum

material unit cost = 250 php/cumMaterial cost = material unit cost x volume

Material cost = (0)(250)

= - Php

total cost =Material cost + labor costVolume

(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%

#DIV/0! constn facilities 2.50%indirect eqpt 0.00%miscellaneous 0.00%


crew bonds premiums 0.00%1 insurance premiums 0.00%

escalation 0.00%cost of money 3.00%contingencies 5.00%contractor tax 2.00%profit 10.00%


unit cost amount250.00 -

total -


2.50 cum/day

2.50 cum/day


1.3 cum/cum

summary

project:

1.0 direct cost amount in pesos1.1 labor 0.00 ###1.2 direct equipment 0.00 ###1.3 materials #DIV/0! ###1.4 subcontract 0.00 ###

#DIV/0! 72.50

2.0 project cost

2.1 project supervision #DIV/0! 5.0%2.2 construction facilities #DIV/0! 2.5%2.3 indirect equipment #DIV/0! 0.0%2.4 miscellaneous #DIV/0! 0.0%

#DIV/0! 7.5%

3.0 other costs #DIV/0! 0.0%#DIV/0! 0.0%

4.0 indirect cost

4.1 bonds premium #DIV/0! 0.0%4.2 insurance premium #DIV/0! 0.0%4.3 escalation #DIV/0! 0.0%

cost of money #DIV/0! 3.0%4.5 contingencies #DIV/0! 5.0%4.6 contractor's tax #DIV/0! 2.0%4.7 profit #DIV/0! 10.0%

#DIV/0! 20.0%

#DIV/0!

pct wt. of total#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!

earth worksearthfill / common earth/manualfill ht. 0.5 m

descriptiondescription qtyqty area (sq.m.)area (sq.m.) depth mdepth m lot area

0.50 0.50 0.50 0.50 0.50 0.50 0.50

total volume

earth works

earthfill / manuearthfill / manu laharunit cost qty:

volume cumvolume cum labor unit cost 80.00 - - equipment unit cost - material unit cost #DIV/0! - earthfill unit cost #DIV/0! sub con - total cost #DIV/0! - duration - - crew - labor 4 200.00 - - - equipment - - - - bill of materials - description qty unit - Common borrow 0.00 cum -


earthfill 1 man/3cum/ day



MANUAL COMPUTATION

volume = 0 cum



Wage per labor = 200 Per daycapacity per man = 2.5 cum/day


=(1)(1)(200)

(1)(2.5)

= 80 php/cumLabor cost = - Php


=(0)(1)

(2.5)(1)(4)


material computation:volume = 0 cum

material unit cost = 150 php/cumMaterial cost = material unit cost x volume

Material cost = (0)(150)

= - Php

total cost =Material cost + labor costVolume

(0+ 0)0





#DIV/0! constn facilities 2.50%indirect eqpt 0.00%miscellaneous 0.00%



escalation 0.00%cost of money 3.00%contingencies 5.00%contractor tax 2.00%profit 10.00%



total -


2.50 cum/day

2.50 cum/day


1.3 cum/cum

summary

project:

1.0 direct cost amount in pesos1.1 labor 0.00 ###1.2 direct equipment 0.00 ###1.3 materials #DIV/0! ###1.4 subcontract 0.00 ###

#DIV/0! 72.50

2.0 project cost


#DIV/0! 7.5%


4.0 indirect cost



#DIV/0! 20.0%

#DIV/0!



#DIV/0!#DIV/0!


#DIV/0!

earth workscompaction / common earth/manualfill ht. 0.5 m

descriptiondescription qtyqty width mwidth m length mlength m depth mdepth m

house area a-1 - - - 0.50 a-2 - - - 0.50 a-3 - - - 0.50 a-4 - - - 0.50 a-5 - - - 0.50 a-6 - - - 0.50 a-7 - - - 0.50 a-8 - - - 0.50 a-9 - - - 0.50 stair - - - 0.50

- - - 0.50 - - - 0.50

total volume

earth works

compaction / manuacompaction / manua laharunit cost qty:

volume cumvolume cum labor unit cost 13.33 - equipment unit cost #DIV/0!material unit cost

- compaction unit cost #DIV/0! sub con - total cost #DIV/0! - duration - - crew - labor 1 200.00 - - - equipment - plate compactor 1 500.00 - - - bill of materials - description qty unit - -


compaction 1 man/16cum/ day

compactor/plate 20cum/day



MANUAL COMPUTATION

volume = 0 cum



Wage per labor = 200 Per daycapacity per man = 15 cum/day


=(1)(1)(200)

(1)(15)

= 13.333333333333 php/cumLabor cost = - Php


=(0)(1)

(15)(1)(1)


Equipment computationvolume = 0 cum

plate compactor = rental per daycapcity

=50015

= 33.333333333333 php/cumEquipment cost = 0 Php

total cost =equipment cost + labor costVolume

(0+ 0)0





constn facilities 2.50%indirect eqpt 0.00%miscellaneous 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 materialsunit cost amount

total -


15.00 cum/day

15.00 cum/day

cum/day


1.3 cum/cum

summary

project:

1.0 direct cost amount in pesos1.1 labor 0.00 ###1.2 direct equipment #DIV/0! ###1.3 materials 0.00 ###1.4 subcontract 0.00 ###

#DIV/0! 72.50

2.0 project cost


#DIV/0! 7.5%


4.0 indirect cost



#DIV/0! 20.0%

#DIV/0!



#DIV/0!#DIV/0!


#DIV/0!

NO. OF CHB masonry works const bid cost/unit total bid cost summary

masonry works below ffl chb 5"below ffl chb 5" non load bearing #DIV/0! #DIV/0! project:5"chb non bearing unit cost qty: - sqm pcf #DIV/0!wall ht below ffl 0 m project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

descriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost 90.91 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!front - - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!right - - material unit cost #DIV/0! indirect eqpt 0.00% 1.3 materials #DIV/0! ### #DIV/0!left - - masonry 5"unit cost #DIV/0! sub con miscellaneous 0.00% 1.4 subcontract 0.00 ### #DIV/0!rear - - total cost #DIV/0! others 0.00% #DIV/0! 72.50 #DIV/0!porch - - duration - indirect cost 20%plantbox - - crew crew bonds premiums 0.00% 2.0 project costpartition - - labor 1 200.00 2 insurance premiums 0.00%stair - mason 1 300.00 escalation 0.00% 2.1 project supervision #DIV/0! 5.0% #DIV/0!steps - cost of money 3.00% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!ramp - equipment contingencies 5.00% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!

- contractor tax 2.00% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - profit 10.00% #DIV/0! 7.5% #DIV/0! - total 27.5% - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0! - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0! - cement - bags 205.00 -

total area - - sand - cum 500.00 - 4.0 indirect cost5" chb - pcs 8.00 - 10 mm dia rsb - pcs 115.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!#16 tie wire - kg 60.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!

4.3 escalation #DIV/0! 0.0% #DIV/0!cost of money #DIV/0! 3.0% #DIV/0!

4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

total - #DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!labor cost computation:

laying 5" chb 6 sqm/man day 5.50 sqm/day

5.50 sqm/day

material computation:description class a1.0 cement 1bag/1.6 sqm 1.60 sqm/bag2.0 sand 1cum/29.5 sqm 19.51 sqm/cum3.0 5" chb 13pcs/sqm 0.08 sqm/pc4.0 10 mm dia rsb .5688 pcs/ sqm 1.76 sqm/pc5.0 #16 tie wire .014kg/sqm 71.43 sqm/kg

MANUAL COMPUTATION

Area = 0 SqmCHB SIZE = 5 in.

labor cost computation:Labor = 1Skilled = 1

Crew = 2Wage per labor = 200 Per day

Wage per skilled = 300 Per daycapacity per crew = 5.5 sqm/day

labor unit cost = ( labor+skilled)capacity

=(1)(200)+(1)(300)

(5.5)

labor unit cost = 90.90909090909 php/sqmLabor cost = - Php

Duration = AreaCapacity x crew

=(0)

(5.5)(1)


material computation:Area = 0 Sqm

Cement factor: 1.6 sqm/bagSand factor: 19.51 sqm/cum

5 in chb factor: 0.0769 sqm/pc1o mm rsb factor 1.762 sqm/pc

Tie wire factor : 71.428 sqm/kgCement: (0)/(1.6) unit cost Cost

= 0 bags 205 - Sand: (0) / (19.51)

= 0 cum 500 - 5 in chb: (0) / (0.0769)

= 0 pcs 8 - 10 mm rsb : (0) /(1.762)

= 0 pcs 115 - Tie wire : (0) / (71.428)

Tie wire = 0 kg 60 - Total material cost = -

Material unit cost = #DIV/0!Total cost: Labor cost + material cost

- PhpTotal unit cost |: Labor cost + material cost

Area

#DIV/0! php/sqm

masonry works const bid cost/unit total bid cost summary

masonry works non load bearing #DIV/0! #DIV/0! project:4"chb non bearing unit cost qty: - sqm pcf #DIV/0!wall ht1stffl-2ndffl m project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

descriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost 90.91 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!front 0 0 0 - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!right 0 0 0 - material unit cost #DIV/0! indirect eqpt 0.00% 1.3 materials #DIV/0! ### #DIV/0!left 0 0 0 - masonry4"unit cost #DIV/0! sub con miscellaneous 0.00% 1.4 subcontract 0.00 ### #DIV/0!rear 0 0 0 - total cost #DIV/0! others 0.00% #DIV/0! 72.50 #DIV/0!porch 0 0 0 - duration - indirect cost 20%plantbox 0 0 0 - crew crew bonds premiums 0.00% 2.0 project coststair on fill - labor 1 200.00 2 insurance premiums 0.00%

- mason 1 300.00 escalation 0.00% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3.00% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!

equipment contingencies 5.00% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2.00% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!profit 10.00% #DIV/0! 7.5% #DIV/0!

total 27.5%bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!

description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!cement - bags 205.00 -

total area - sand - cum 500.00 - 4.0 indirect cost4" chb - pcs 7.00 - 10 mm dia rsb - pcs 115.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!#16 tie wire - kg 60.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!



total - #DIV/0! 20.0% #DIV/0!


laying 5" chb 5.5 sqm/man day 5.50 sqm/day

5.50 sqm/day

material computation:description class a1.0 cement 1bag/2.4 sqm 2.40 sqm/bag2.0 sand 1cum/29.5 sqm 29.50 sqm/cum3.0 4" chb 13pcs/sqm 0.08 sqm/pc4.0 10 mm dia rsb .5688 pcs/ sqm 1.76 sqm/pc5.0 #16 tie wire .014kg/sqm 71.43 sqm/kg

MANUAL COMPUTATION

Area = 0 SqmCHB SIZE = 4 in.





=(1)(200)+(1)(300)

(5.5)



=(0)

(5.5)(2)



Cement factor: 2.4 sqm/bagSand factor: 29.5 sqm/cum

4 in chb factor: 0.0769 sqm/pc1o mm rsb factor 1.762 sqm/pc

Tie wire factor : 71.428 sqm/kg

Cement: (0)/(2.4) unit cost Cost= 0 bags 205 -

Sand: (0) / (29.5)= 0 cum 500 -

5 in chb: (0) / (0.0769)= 0 pcs 7 -

10 mm rsb : (0) /(1.762)= 0 pcs 115 -

Tie wire : (0) / (71.428)Tie wire = 0 kg 60 -

Total material cost = - Material unit cost = #DIV/0!

Total cost: Labor cost + material cost


Area

#DIV/0! php/sqm

11stst ffl to 2 ffl to 2ndnd ffl chb 4" ffl chb 4"

document.xlsMASONRY2ndffl_rb04/17/2023

masonry works

masonry works4"chb non bearing unit costwall ht 2ndffl - 3rdffl m

descriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost front - - equipment unit cost left - - material unit cost right - - masonry 4"unit cost rear - - total cost balcony - - duration

crew labor mason

equipment

bill of materialsdescriptioncement

total area - sand4" chb10 mm dia rsb#16 tie wire


laying 5" chb

22ndnd ffl to rb chb 4” ffl to rb chb 4”


material computation:description1.0 cement2.0 sand3.0 4" chb4.0 10 mm dia rsb5.0 #16 tie wire

MANUAL COMPUTATION

Area =CHB SIZE =

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 |:



non load bearing #DIV/0! #DIV/0! project:qty: - sqm pcf #DIV/0!

project cost 7.5% 1.0 direct cost90.91 - - proj.supervision 5.00% 1.1 labor

#DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment#DIV/0! indirect eqpt 0.00% 1.3 materials#DIV/0! sub con miscellaneous 0.00% 1.4 subcontract

#DIV/0! others 0.00% - indirect cost 20%

crew bonds premiums 0.00% 2.0 project cost1 200.00 2 insurance premiums 0.00%1 300.00 escalation 0.00% 2.1 project supervision

cost of money 3.00% 2.2 construction facilitiescontingencies 5.00% 2.3 indirect equipmentcontractor tax 2.00% 2.4 miscellaneousprofit 10.00%


qty unit unit cost amount - bags 205.00 - - cum 500.00 - 4.0 indirect cost - pcs 7.00 - - pcs 115.00 - 4.1 bonds premium - kg 60.00 - 4.2 insurance premium

4.3 escalationcost of money

4.5 contingencies4.6 contractor's tax4.7 profit

total -


5.5 sqm/man day 5.50 sqm/day


5.50 sqm/day

material computation:class a1bag/1.6 sqm 2.40 sqm/bag1cum/29.5 sqm 29.50 sqm/cum13pcs/sqm 0.08 sqm/pc.5688 pcs/ sqm 1.76 sqm/pc.014kg/sqm 71.43 sqm/kg

0 Sqm4 in.

112

200 Per day300 Per day5.5 sqm/day

( labor+skilled)capacity

(1)(200)+(1)(300)(5.5)

90.9090909090909 php/sqm - Php

Area


Capacity x crew

(0)(5.5)(2)

0 Days0 Days

0 Sqm2.4 sqm/bag

29.5 sqm/cum0.0769 sqm/pc

1.762 sqm/pc71.428 sqm/kg

(0)/(2.4) unit cost Cost0 bags 205 -

(0) / (29.5)0 cum 500 -

(0) / (0.0769)0 pcs 7 -

(0) /(1.762)0 pcs 115 -

(0) / (71.428)0 kg 60 -

- #DIV/0!

Labor cost + material cost

- PhpLabor cost + material cost

Area

#DIV/0! php/sqm


amount in pesos pct wt. of total0.00 ### #DIV/0!0.00 ### #DIV/0!

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

#DIV/0! 72.50 #DIV/0!

#DIV/0! 5.0% #DIV/0!#DIV/0! 2.5% #DIV/0!#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!#DIV/0! 3.0% #DIV/0!#DIV/0! 5.0% #DIV/0!#DIV/0! 2.0% #DIV/0!#DIV/0! 10.0% #DIV/0!#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!

document.xlsMASONRYabove rb04/17/2023

masonry works

masonry works above rb above rb 4"chb non bearing unit costwall ht RB -ROOF m

descriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost front - equipment unit cost left - material unit cost right - masonry 4"unit cost rear - total cost

duration crew

labor mason

equipment


total area - sand4" chb10 mm dia rsb#16 tie wire


laying 5" chb



MANUAL COMPUTATION

Area =CHB SIZE =




labor unit cost =

=


Duration =


=

Duration =Say=




Tie wire factor :

Cement:=

Sand:=

5 in chb:=

10 mm rsb :=



Total cost:

Total unit cost |:



non load bearing #DIV/0! #DIV/0! project:qty: - sqm pcf #DIV/0!










total -




5.50 sqm/day


0 Sqm4 in.

112



(1)(200)+(1)(300)(5.5)

90.9090909090909 php/sqm - Php

Area


Capacity x crew

(0)(5.5)(2)

0 Days0 Days

0 Sqm2.4 sqm/bag




(0) / (29.5)0 cum 500 -

(0) / (0.0769)0 pcs 7 -

(0) /(1.762)0 pcs 115 -

(0) / (71.428)0 kg 60 -

- #DIV/0!



Area

#DIV/0! php/sqm



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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!

document.xlsMASONRYpartition04/17/2023

masonry works

1ST FFL – 2ND FFL m unit cost

2ND FFL – 3RD FFL m

3RD FFL – RB m labor unit cost descriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm equipment unit cost

material unit cost ground floor - - - partition wall 4"chb unit cost second floor - - total cost attic floor - - duration

crew labor mason

equipment

bill of materialsdescriptioncementsand

total area - 4" chb10 mm dia rsb#16 tie wire


laying 4" chb

partition 4"chb (ground & 2partition 4"chb (ground & 2ndnd flr) flr)



MANUAL COMPUTATION

Area =CHB SIZE =




labor unit cost =

=



Duration =

=

Duration =Say=




Tie wire factor :

Cement:=

Sand:=

5 in chb:=

10 mm rsb :=



Total cost:

Total unit cost |:



non load bearing #DIV/0! #DIV/0! project:

qty: - sqm pcf #DIV/0!

project cost 7.5% 1.0 direct cost

90.91 - - proj.supervision 5.00% 1.1 labor#DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment

#DIV/0! indirect eqpt 0.00% 1.3 materials#DIV/0! sub con miscellaneous 0.00% 1.4 subcontract








total -




5.50 sqm/day


0 Sqm4 in.

112



(1)(200)+(1)(300)(5.5)

90.9090909090909 php/sqm - Php


AreaCapacity x crew

(0)(5.5)(2)

0 Days0 Days

0 Sqm2.4 sqm/bag




(0) / (29.5)0 cum 500 -

(0) / (0.0769)0 pcs 7 -

(0) /(1.762)0 pcs 115 -

(0) / (71.428)0 kg 60 -

- #DIV/0!



Area

#DIV/0! php/sqm


amount in pesos pct wt. of total

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

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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!

Plastering const bid cost/unit total bid cost summary

plastering grd floor 20 mm ground floorground floor 20 mm #DIV/0! #DIV/0! project:unit cost class b mix qty: - sqm pcf #DIV/0!

wall ht1stffl-2ndffl m project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost 41.67 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!

front - - - - - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!right - - - - - material unit cost #DIV/0! indirect eqpt 0.00% 1.3 materials #DIV/0! ### #DIV/0!left - - - - - plastering unit cost #DIV/0! sub con miscellaneous 0.00% 1.4 subcontract 0.00 ### #DIV/0!rear - - - - - total cost #DIV/0! others 0.00% #DIV/0! 72.50 #DIV/0!porch - - - - - duration - indirect cost 20%plantbox - - - - - crew crew bonds premiums 0.00% 2.0 project cost

stair on fill - - - - - labor 1 200.00 2 insurance premiums 0.00% - - - - - mason 1 300.00 escalation 0.00% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - - - - - cost of money 3.00% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - - - - - equipment contingencies 5.00% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0! - - - - - contractor tax 2.00% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - - - - - profit 10.00% #DIV/0! 7.5% #DIV/0! - - - - - total 27.5% - - - - - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0! - - - - - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0! - - - - - cement - bags 205.00 -

total area - sand - cum 500.00 - 4.0 indirect cost

4.1 bonds premium #DIV/0! 0.0% #DIV/0!4.2 insurance premium #DIV/0! 0.0% #DIV/0!4.3 escalation #DIV/0! 0.0% #DIV/0!

cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

total - #DIV/0! 20.0% #DIV/0!


plastering interior 16 sqm/man day 12.00 sqm/day

12.00 sqm/day

material computation:description class a1.0 cement 1bag/2.778 sqm 0.36 bag/sqm2.0 sand 1cum/50 sqm 0.02 cum/sqm

MANUAL COMPUTATION

Area = 0 SqmPlastered thickness = 20 mm



Wage per skilled = 300 Per daycapacity per crew = 12 sqm/day


=(1)(200)+(1)(300)

(12)



=(0)

(12)(2)



Cement factor: 0.36 bag/sqmSand factor: 0.02 cum/sqm

Cement: (0) x(0.36) unit cost Cost= 0 bags 205 -

Sand: (0) x (0.02)= 0 cum 500 -

Total material cost = - Material unit cost = #DIV/0!



Area

#DIV/0! php/sqm

document.xlsPLASTERINGsecond04/17/2023

plastering

plastering 2nd floor 20 mm second floor second floor unit cost

wall ht 2ndffl - attic ffl mdescriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost

front - - - - - equipment unit costleft - - - - - material unit costright - - - - - plastering unit costrear - - - - - total costbalcony - - - - - duration

- - - - - crew - - - - - labor - - - - - mason - - - - -

#VALUE! equipment - - - - bill of materials - description - cement

total #VALUE! sand


plastering interior


material computation:description1.0 cement2.0 sand

MANUAL COMPUTATION

Area =Plastered thickness =




labor unit cost =

=


Duration =


=

Duration =Say=



Cement:=

Sand:=


Total cost:

Total unit cost |:



20 mm #VALUE! #VALUE! project:class b mix qty: #VALUE! sqm pcf #VALUE!

project cost 7.5% 1.0 direct cost41.67 #VALUE! #VALUE! proj.supervision 5.00% 1.1 labor

#VALUE! #VALUE! constn facilities 2.50% 1.2 direct equipment#VALUE! indirect eqpt 0.00% 1.3 materials#VALUE! sub con miscellaneous 0.00% 1.4 subcontract

#VALUE! others 0.00%#VALUE! indirect cost 20%




qty unit unit cost amount#VALUE! bags 205.00 #VALUE!#VALUE! cum 500.00 #VALUE! 4.0 indirect cost

4.1 bonds premium4.2 insurance premium4.3 escalation

cost of money4.5 contingencies4.6 contractor's tax4.7 profit

total #VALUE!


16sqm/man day 12.00 sqm/day


12.00 sqm/day

material computation:class a1bag/2.778 sqm 0.36 bag/sqm1cum/50 sqm 0.02 cum/sqm

MANUAL COMPUTATION

#VALUE! Sqm20 mm

112

200 Per day300 Per day

12 sqm/day ( labor+skilled)

capacity

(1)(200)+(1)(300)(12)

41.666666666667 php/sqm#VALUE! Php

Area


Capacity x crew

#VALUE!(12)(2)

#VALUE! Days#VALUE! Days

#VALUE! Sqm0.36 bag/sqm0.02 cum/sqm

#VALUE! unit cost Cost#VALUE! bags 205 #VALUE!#VALUE!#VALUE! cum 500 #VALUE!

#VALUE!#VALUE!


#VALUE! PhpLabor cost + material cost

Area

#VALUE! php/sqm


amount in pesos pct wt. of total#VALUE! ### #VALUE!#VALUE! ### #VALUE!#VALUE! ### #VALUE!

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

#VALUE! 5.0% #VALUE!#VALUE! 2.5% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 7.5% #VALUE!

#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!

#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 3.0% #VALUE!#VALUE! 5.0% #VALUE!#VALUE! 2.0% #VALUE!#VALUE! 10.0% #VALUE!#VALUE! 20.0% #VALUE!

#VALUE! #VALUE!

document.xlsPLASTERINGaboverb04/17/2023

plastering

plastering partition 20 mm above rb to roofabove rb to roofunit cost

mdescriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost

front - - - - - equipment unit cost left - - - - - material unit cost right - - - - - above rb to roofrear - - - - - total cost

- - - - - duration - - - - - crew - - - - - labor - - - - - mason - - - - - - - - - - equipment - - - - - - - - - - - - - - - - - - - - bill of materials - - - - - description - - - - - cement

total area - sand


plastering interior



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 |:



20 mm #DIV/0! #DIV/0! project:class b mix qty: - sqm pcf #DIV/0!







qty unit unit cost amount0.00 bags 205.00 - 0.00 cum 500.00 - 4.0 indirect cost



total -




12.00 sqm/day


0 sqm20 mm

112

200 per day300 per day


capacity

(1)(200)+(1)(300)(12)

41.666666666667 php/sqm - php

area


capacity x crew

(0)(12)(2)

0 days0 days

0 sqm0.36 bag/sqm0.02 cum/sqm

(0) x(0.36) unit cost cost0 bags 205 -

(0) x (0.02)0 cum 500 -

- #DIV/0!

labor cost + material cost

- phplabor cost + material cost

area

#DIV/0! php/sqm


amount in pesos pct wt. of total0.00 #DIV/0! #DIV/0!0.00 #DIV/0! #DIV/0!

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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!

document.xlsPLASTERINGpartition04/17/2023

plastering

plastering partition 20 mm partition (ground & second flr)partition (ground & second flr)unit cost

grnd floor mdescriptiondescription qtyqty opening sqmopening sqm length mlength m depth mdepth m area sqmarea sqm labor unit cost

#VALUE! equipment unit cost ground floor - - - - - material unit cost second floor - - - - - partition wall 4"unit cost attic floor - - - - - total cost

duration crew

labor mason

equipment


total #VALUE! sand


plastering interior



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 |:



partition (ground & second flr)partition (ground & second flr) 20 mm #VALUE! #VALUE! project:class b mix qty: #VALUE! sqm pcf #VALUE!

project cost 7.5% 1.0 direct cost41.67 #VALUE! #VALUE! proj.supervision 5.00% 1.1 labor

#VALUE! #VALUE! constn facilities 2.50% 1.2 direct equipment#VALUE! indirect eqpt 0.00% 1.3 materials#VALUE! sub con miscellaneous 0.00% 1.4 subcontract

#VALUE! others 0.00%#VALUE! indirect cost 20%




qty unit unit cost amount#VALUE! bags 205.00 #VALUE!#VALUE! cum 500.00 #VALUE! 4.0 indirect cost



total #VALUE!




12.00 sqm/day


#VALUE! sqm20 mm

112

200 per day300 per day


capacity

(1)(200)+(1)(300)(12)

41.666666666667 php/sqm#VALUE! php

area


capacity x crew

#VALUE!(12)(2)

#VALUE! days#VALUE! days

#VALUE! sqm0.36 bag/sqm0.02 cum/sqm

#VALUE! unit cost cost#VALUE! bags 205 #VALUE!#VALUE!#VALUE! cum 500 #VALUE!

#VALUE!#VALUE!

labor cost + material cost

#VALUE! phplabor cost + material cost

area

#VALUE! php/sqm


amount in pesos pct wt. of total#VALUE! ### #VALUE!#VALUE! ### #VALUE!#VALUE! ### #VALUE!

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

#VALUE! 5.0% #VALUE!#VALUE! 2.5% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 7.5% #VALUE!

#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!

#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 0.0% #VALUE!#VALUE! 3.0% #VALUE!#VALUE! 5.0% #VALUE!#VALUE! 2.0% #VALUE!#VALUE! 10.0% #VALUE!#VALUE! 20.0% #VALUE!

#VALUE! #VALUE!

painting works const bid cost/unit total bid cost summary

latex interior sidelatex interior side 3.0 coats #VALUE! #VALUE! project:unit cost qty: #VALUE! sqm pcf #VALUE!

descriptiondescription areaarea project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totalground floor - labor unit cost 16.67 #VALUE! #VALUE! proj.supervision 5.00% 1.1 labor #VALUE! ### #VALUE!second floor #VALUE! equipment unit cost #VALUE! #VALUE! constn facilities 2.50% 1.2 direct equipment #VALUE! ### #VALUE!stair material unit cost #VALUE! indirect eqpt 0% 1.3 materials #VALUE! ### #VALUE!

painting unit cost #VALUE! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #VALUE!partition (ground & second flr) #VALUE! total cost #VALUE! others 0% #VALUE! 72.50 #VALUE!slab ceiling duration #VALUE! indirect cost 20%

total #VALUE! crew crew bonds premiums 0% 2.0 project costlabor 1 200.00 2.0 insurance premiums 0%labor 1 300.00 escalation 0% 2.1 project supervision #VALUE! 5.0% #VALUE!

cost of money 3% 2.2 construction facilities #VALUE! 2.5% #VALUE!contingencies 5% 2.3 indirect equipment #VALUE! 0.0% #VALUE!contractor tax 2% 2.4 miscellaneous #VALUE! 0.0% #VALUE!profit 10.0% #VALUE! 7.5% #VALUE!

total 27.5%bill of materials 3.0 other costs #VALUE! 0.0% #VALUE!

description qty unit unit cost amount #VALUE! 0.0% #VALUE!latex paint flat #VALUE! gal 416.00 #VALUE!latex paint semi gloss #VALUE! gal 485.00 #VALUE! 4.0 indirect costmasonry neutralizer #VALUE! gal 275.00 #VALUE!masonry putty #VALUE! gal 275.00 #VALUE! 4.1 bonds premium #VALUE! 0.0% #VALUE!sand paper 100 #VALUE! m 15.00 #VALUE! 4.2 insurance premium #VALUE! 0.0% #VALUE!acri color #VALUE! quart 45.00 #VALUE! 4.3 escalation #VALUE! 0.0% #VALUE!stopa #VALUE! kgs 50.00 #VALUE! cost of money #VALUE! 3.0% #VALUE!

4.5 contingencies #VALUE! 5.0% #VALUE!4.6 contractor's tax #VALUE! 2.0% #VALUE!4.7 profit #VALUE! 10.0% #VALUE!

#VALUE! 20.0% #VALUE!total #VALUE!

#VALUE! #VALUE!


latex/spreading rate 1man/20sqm/day 0.40 mh/sqmwall preparation 1man/40sqm/day 0.20 mh/sqm

0.60 mh/sqm

30 sqm/day

material computation:description spreading ratemasonry neutralizer .10lit/sqm 0.026 gal/sqmlatex paint 0.15 lit/sqm/coat 0.040 gal/sqmmasory putty 10sq m /gal 0.1 gal/sqmsand paper 0.10sqm/sqm 0.100 sqm/sqm

summarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummary miscellaneoussummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummarysummary

painting works CONST BID COST/unit TOTAL BID COST SUMMARY

latex exterior sidelatex exterior side 3.0 COATS #VALUE! #VALUE! PROJECT:0 UNIT COST qty: #VALUE! SQM PCF #VALUE!

DESCRIPTION AREA Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALground floor - labor unit cost 16.67 #VALUE! #VALUE! Proj.Supervision 5.00% 1.1 Labor #VALUE! ### #VALUE!second floor #VALUE! equipment unit cost #VALUE! #VALUE! Constn Facilities 2.50% 1.2 Direct Equipment #VALUE! ### #VALUE!above rb to roof - material unit cost #VALUE! Indirect Eqpt 0% 1.3 Materials #VALUE! ### #VALUE!

painting unit cost #VALUE! sub con Miscellaneous 0% 1.4 Subcontract 0.00 ### #VALUE!firewall total cost #VALUE! Others 0% #VALUE! 72.50 #VALUE!cladding duration #VALUE! Indirect Cost 20%

TOTAL ### crew crew Bonds Premiums 0% 2.0 PROJECT COSTlabor 1 200.00 2.0 Insurance Premiums 0%labor 1 300.00 Escalation 0% 2.1 Project Supervision #VALUE! 5.0% #VALUE!

Cost of Money 3% 2.2 Construction Facilities #VALUE! 2.5% #VALUE!Contingencies 5% 2.3 Indirect Equipment #VALUE! 0.0% #VALUE!Contractor Tax 2% 2.4 Miscellaneous #VALUE! 0.0% #VALUE!Profit 10.0% #VALUE! 7.5% #VALUE!

Total 27.5%bill of materials 3.0 OTHER COSTS #VALUE! 0.0% #VALUE!

description qty unit unit cost amount #VALUE! 0.0% #VALUE!latex paint flat #VALUE! gal 416.00 #VALUE!latex paint semi gloss #VALUE! gal 485.00 #VALUE! 4.0 INDIRECT COSTmasonry neutralizer #VALUE! gal 275.00 #VALUE!acrytex cast #VALUE! gal 400.00 #VALUE! 4.1 Bonds Premium #VALUE! 0.0% #VALUE!sand paper 100 #VALUE! M 15.00 #VALUE! 4.2 Insurance Premium #VALUE! 0.0% #VALUE!acri color #VALUE! quart 45.00 #VALUE! 4.3 Escalation #VALUE! 0.0% #VALUE!stopa #VALUE! kgs 50.00 #VALUE! Cost of Money #VALUE! 3.0% #VALUE!

4.5 Contingencies #VALUE! 5.0% #VALUE!4.6 Contractor's Tax #VALUE! 2.0% #VALUE!4.7 Profit #VALUE! 10.0% #VALUE!

#VALUE! 20.0% #VALUE!total #VALUE!

#VALUE! #VALUE!


LATEX/spreading rate 1man/20sqm/day 0.40 MH/sqmWALL preparation 1man/40sqm/day 0.20 MH/sqm

0.60 MH/sqm

30 SQM/DAY

material computation:description spreading ratemasonry neutralizer .10lit/sqm 0.026 gal/sqmlatex paint 0.15 lit/sqm/coat 0.040 gal/sqmAcrytex cast 10sq m /gal 0.1 gal/sqmsand paper 0.10sqm/sqm 0.100 sqm/sqm

document.xlsACRYTEX_firewall04/17/2023

painting works const bid cost/unit

boysen acrytex (firewaboysen acrytex (firewa 2.0 coats #DIV/0!

unit cost qty: 0.00description area

labor unit cost 50.00 - - Rear - equipment unit cost #DIV/0! #DIV/0!Right material unit cost #DIV/0!Left painting unit cost #DIV/0! sub con

total cost #DIV/0!duration -

total - sqm crew crewlabor 1 200.00 2.0labor 1 300.00

bill of materialsdescription qty unit unit cost

acrytex primer 0 gal 610.00 acrytex cast 0.00 gal 400.00 acrytex top coat 0.00 gal 765.00 masonry neutralizer 0.00 gal 275.00 sand paper 0 sq ft 15acri color 0 quart 45acrytex reducer 0 gal 345

total


acreytex primer 0.266666667acreytex cast 0.266666667acreytex top coat 0.266666667


0.81.25

10

material computation:description spreading rateacreytex primer 30 sq m / coat / gal 0.033acreytex cast 12 sq m / coat / gal 0.083acreytex top coat 25 sq m / coat / gal 0.040

MANUAL COMPUTATION

Area = 0 Sqmno. of coats = 0 coats

Paint type = Masonry latex



Wage per skilled = 300 Per daycapacity per crew = 10 sqm/day


=(1)(200)+(1)(300)

(10)

labor unit cost = 50 php/sqmLabor cost = - Php

Duration = Area


Capacity x crew

=(0)

(10)(2)



'latex paint 0.083333333333 gal/sqm Masonry neutralizer 0.033333333333 gal/sqm Patching compound 0.04 gal/sqm

Sand paper 0 0Acri color 0.020833333333 quart/coat

Stopa 0.1 kg/sqm 'latex paint3333333333333)(0) unit cost

= 0 gal 610 Masonry neutralizer0333333333333333)

= 0 gal 400 Patching compound (0.04)(0)

= 0 kg 765 Sand paper (0)(0)

= 0 Pc 275Acri color 333333333)(0)(0)

= 0 quart 15Stopa (0.1)(0)

= 0 kg 45Total material cost =

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


Area

#DIV/0! php/sqm



#DIV/0! #DIV/0! project:

sqm pcf #DIV/0!project cost 7.5% 1.0 direct cost amount in pesos

proj.supervision 5.00% 1.1 labor 0.00 ###constn facilities 2.50% 1.2 direct equipment 0.00 ###indirect eqpt 0% 1.3 materials #DIV/0! ###miscellaneous 0% 1.4 subcontract 0.00 ###

others 0% #DIV/0! 72.50indirect cost 20%

bonds premiums 0% 2.0 project costinsurance premiums 0%escalation 0% 2.1 project supervision #DIV/0! 5.0%cost of money 3% 2.2 construction facilities #DIV/0! 2.5%contingencies 5% 2.3 indirect equipment #DIV/0! 0.0%contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0%profit 10.0% #DIV/0! 7.5%

total 27.5%bill of materials 3.0 other costs #DIV/0! 0.0%

unit cost amount #DIV/0! 0.0%610.00 - 400.00 - 4.0 indirect cost765.00 - 275.00 - 4.1 bonds premium #DIV/0! 0.0%

15 - 4.2 insurance premium #DIV/0! 0.0%45 - 4.3 escalation #DIV/0! 0.0%

345 - cost of money #DIV/0! 3.0%4.5 contingencies #DIV/0! 5.0%4.6 contractor's tax #DIV/0! 2.0%4.7 profit #DIV/0! 10.0%

total P- #DIV/0! 20.0%

#DIV/0!labor cost computation:

mh/sqmmh/sqmmh/sqm


mh / sq msq m /hrsqm/day


gal/sqmgal/sqmgal/sqm


Cost -

-

-

-

-

- -

#DIV/0!




#DIV/0!#DIV/0!


#DIV/0!

painting works const bid cost/unit total bid cost SUMMARY

boysen acrytex (door)boysen acrytex (door) #DIV/0! #DIV/0! PROJECT:UNIT COST qty: 0.00 Sqm pcf #DIV/0!

Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALlabor unit cost 20.00 0.00 0.00 Proj.Supervision 5.00% 1.1 Labor 0.00 #DIV/0! #DIV/0!equipment unit cost #DIV/0! #DIV/0! Constn Facilities 2.50% 1.2 Direct Equipment 0.00 #DIV/0! #DIV/0!material unit cost #DIV/0! Indirect Eqpt 0% 1.3 Materials #DIV/0! #DIV/0! #DIV/0!painting unit cost #DIV/0! sub con Miscellaneous 0% 1.4 Subcontract 0.00 #DIV/0! #DIV/0!total cost #DIV/0! Others 0% #DIV/0! 72.50 #DIV/0!duration 0.00 Indirect Cost 20%

crew crew Bonds Premiums 0% 2.0 PROJECT COSTlabor 1.0 Insurance Premiums 0%

painter 1 300.00 Escalation 0% 2.1 Project Supervision #DIV/0! 5.0% #DIV/0!Cost of Money 3% 2.2 Construction Facilities #DIV/0! 2.5% #DIV/0!

equipment 500 Contingencies 5% 2.3 Indirect Equipment #DIV/0! 0.0% #DIV/0!Contractor Tax 2% 2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!Profit 10.0% #DIV/0! 7.5% #DIV/0!

Total 27.5%3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!

bill of materials #DIV/0! 0.0% #DIV/0!description qty unit unit cost amount

acrytex primer - gal 610.00 - 4.0 INDIRECT COSTacrytex cast - gal 400.00 - acrytex reducer - gal 345.00 - 4.1 Bonds Premium #DIV/0! 0.0% #DIV/0!acrytex topcoat - gal 765.00 - 4.2 Insurance Premium #DIV/0! 0.0% #DIV/0!acrytex color - ¼ quart 45.00 - 4.3 Escalation #DIV/0! 0.0% #DIV/0!sanding paper #120 - pcs 10.00 - Cost of Money #DIV/0! 3.0% #DIV/0!stopa - kg 50.00 - 4.5 Contingencies #DIV/0! 5.0% #DIV/0!

4.6 Contractor's Tax #DIV/0! 2.0% #DIV/0!total - 4.7 Profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

labor cost computation: #DIV/0! #DIV/0!

Primer 1.00 HrPutty 1.50 HrSanding 1.50 HrPrimer 0.50 HrSanding 1.50 HrTop coat 1.00 HrLABOR total hours 7.00

labor 15.00 sqm PER 8 hoursEQUIPMENT sqm PER days

material computation:descriptionAcrytex primer 0.050 gal/Sqm Acrytex cast 0.100 gal/Sqm Acrytex reducer 0.020 gal/Sqm Acrytex topcoat 0.040 gal/Sqm Sanding paper #150 2.000 pc/sqmStopa 0.100 kgs/ sqm

Miscellaneous

doorsdoors const bid cost/unit total bid cost summarypannel, upvc & flush drpannel, upvc & flush dr pannel &upvc qty #DIV/0! #DIV/0! project:unit cost 0.00 unit pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totallabor unit cost 500.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!

equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!item item descriptiondescription qtyqty unitunit unit costunit cost AreaArea material unit cost #DIV/0! sub con indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!

1 2100 x 800 molded door sets 2,700.00 - door unit cost #DIV/0! miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!2 2100 x 900 steel door & jamb sets 4,200.00 - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!3 2100 x 700 steel door & jamb sets 4,200.00 - duration - crew indirect cost 20%4 2100 x 800 molded door sets 1,300.00 - crew 1.0 bonds premiums 0% 2.0 project cost5 2100 x 700 sld panel door sets 4,200.00 - labor 1 200.00 insurance premiums 0%6 2100 x 600 upvc door sets 1,350.00 carpenter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!7 2100 x 900 steel door sld sets 5,000.00 - cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!8 2100 x 700 panel sld sets 4,200.00 - contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!9 Double sliding panel door 2.10 x 0.70 sets 9,950.00 contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

steel door jamb 0 750.00 profit 10.0% #DIV/0! 7.5% #DIV/0!10 entrance set-yale cbca5057 us5 3,899.75 total 27.5%11 yale lever type l6267 et us5 1,099.75 bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!12 yale-heavy duty 899.75 description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!13 chain bolt 360.00 2100 x 800 molded door - sets 2,700.00 - 14 foot bolt 360.00 2100 x 900 steel door & jamb - sets 4,200.00 - 4.0 indirect cost15 knobs ( faultless ) pcs 520.00 2100 x 700 steel door & jamb - sets 4,200.00 - 16 knobs ( amerilock ) pcs 150.00 2100 x 800 molded door - sets 1,300.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!17 railings us 1,500.00 2100 x 700 sld panel door - sets 4,200.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!18 hanger stanley 450.00 2100 x 600 upvc door - sets 1,350.00 - 4.3 escalation #DIV/0! 0.0% #DIV/0!19 door lock lock wood 1,350.00 2100 x 900 steel door sld - sets 5,000.00 - cost of money #DIV/0! 3.0% #DIV/0!20 FLUSH BOLT 240.00 2100 x 700 panel sld - sets 4,200.00 - 4.5 contingencies #DIV/0! 5.0% #DIV/0!21 dead bolt 320.00 Double sliding panel door 2.10 x 0.70 - sets 9,950.00 - 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!22 hinges 0 pcs 25.00 steel door jamb - 750.00 - 4.7 profit #DIV/0! 10.0% #DIV/0!

entrance set-yale cbca5057 us5 - 3,899.75 - #DIV/0! 20.0% #DIV/0!area 0 yale lever type l6267 et us5 - 1,099.75 - ENAMEL 0 yale-heavy duty - 899.75 - #DIV/0! #DIV/0!ACRYTEX 0 chain bolt - 360.00 -

foot bolt - 360.00 - knobs ( faultless ) - pcs 520.00 -

Lb knobs ( amerilock ) - pcs 150.00 - railings us - pcs 1,500.00 - hanger stanley - pcs 450.00 -

entrance set-yale door lock lock wood - pcs 1,350.00 - DH5522 US5 3800 FLUSH BOLT - pcs 240.00 - DH5588 US5 3049 dead bolt - pcs 320.00 - railings us hinges - pcs 25.00 -

6' 960 - pcs - - 8' 1280 - - - 10' 1600 - - - 12' 1920 - - -

pateco panel door 5500 - - - - - -

total P-


1 unit/day

1 unit/day


MANUAL COMPUTATION

DOOR QTY 0 unitlabor cost computation:

Labor = 1Skilled = 1


Wage per skilled = 300 Per daycapacity per crew = 1 unit/day


=(1)(200)+(1)(300)

(1)labor unit cost = 500 php/unit

Labor cost = - Php

Duration = qtyCapacity x crew

=(0)

(1)(1)Duration = 0 Days

Say= 0 Daysmaterial computation:

panel door with jamb (2.10 x 0.90) 4200Deadbolt 240

Yale (knobs) 520Mat'l unit cost = 4960labor unit cost = 500Total unit cost= 5460 /set

Flush door (2.10 x 0.80) 1300Amerilock 150

Mat'l unit cost = 1450labor unit cost = 500Total unit cost= 1950 /set

panel door with jamb (2.10 x 0.70) 4200Deadbolt 240

Yale (knobs) 520Mat'l unit cost = 4960labor unit cost = 500Total unit cost= 5460 /set

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

document.xlssliding glass analok04/17/2023

window

sliding glass analoksliding glass analok

labor unit costdescriptiondescription qtyqty areaarea unitunit unitcostunitcost amountamount equipment unit cost

sqftsqft material unit cost2.4 2.6 0.00 set/s 300.00 - window unit cost #DIV/0!1.8 1.5 0.00 set/s 300.00 - total cost #DIV/0!1.2 0.7 0.00 set/s 300.00 - duration - 0.6 1.2 0.00 set/s 300.00 - crew0.6 0.6 0.00 set/s 300.00 - labor 11.2 1.2 0.00 set/s 300.00 - 11.8 1.2 0.00 set/s 300.00 - carpenter

- - equipment

area 0.00 -

bill of materialsdescription qty


install



MANUAL COMPUTATION

Area = 0

Glass type = window

Sub conArea = -

Unit cost per sqft = #DIV/0!

total cost = #DIV/0!


const bid cost/unit total bid cost summary#DIV/0! - project:

qty: 0.00 sqft pcf #DIV/0!project cost 7.5% 1.0 direct cost

- - proj.supervision 5.00% 1.1 labor#DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment#DIV/0! indirect eqpt 0% 1.3 materials

sub con #DIV/0! miscellaneous 0% 1.4 subcontractothers 0%indirect cost 20%

crew bonds premiums 0% 2.0 project cost200.00 1.0 insurance premiums 0%300.00

escalation 0% 2.1 project supervisioncost of money 3% 2.2 construction facilitiescontingencies 5% 2.3 indirect equipmentcontractor tax 2% 2.4 miscellaneousprofit 10.0%


unit unit cost amount

4.0 indirect cost


cost of money4.5 contingencies4.6 contractor's tax

- 4.7 profittotal P-


35 sqft/day


35 sqft/day


Sq ft



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

0.00 5.0% #DIV/0!0.00 2.5% #DIV/0!0.00 0.0% #DIV/0!0.00 0.0% #DIV/0!0.00 7.5% #DIV/0!

0 0.0% #DIV/0!0 0.0% #DIV/0!

0.00 0.0% #DIV/0!0.00 0.0% #DIV/0!0.00 0.0% #DIV/0!0.00 3.0% #DIV/0!0.00 5.0% #DIV/0!0.00 2.0% #DIV/0!0.00 10.0% #DIV/0!0.00 20.0% #DIV/0!

- #DIV/0!

document.xlswindows steel casement04/17/2023

steel casement windows

window steel casemwindow steel casem

labor unit cost 14.29 descriptiondescription qtyqty areaarea unitunit unitcostunitcost amountamount equipment unit cost

Length Depth sqft material unit coststeel casement unit cost #DIV/0!

1.2 1.2 0.00 set/s 140.00 - total cost #DIV/0!1.8 1.2 0.00 set/s 140.00 - duration - 1.2 0.7 0.00 set/s 140.00 - crew0.6 1.2 0.00 set/s 140.00 - labor 10.6 0.6 0.00 set/s 140.00 - 1

- carpenterarea 0.00 -

equipment



install



MANUAL COMPUTATION

Area = 0

Glass type =window steel casement

Sub conArea = -





#DIV/0! - project:qty: 0.00 sqft pcf #DIV/0!

project cost 7.5% 1.0 direct cost - - proj.supervision 5.00% 1.1 labor

#DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment#DIV/0! indirect eqpt 0% 1.3 materials


crew bonds premiums 0% 2.0 project cost200.00 1.0 insurance premiums 0%300.00

escalation 0% 2.1 project supervisioncost of money 3% 2.2 construction facilitiescontingencies 5% 2.3 indirect equipmentcontractor tax 2% 2.4 miscellaneousprofit 10.0%


unit unit cost amount

4.0 indirect cost


cost of money4.5 contingencies4.6 contractor's tax

- 4.7 profittotal P-


35 sqft/day


35 sqft/day


Sq ft



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


0 0.0% #DIV/0!0 0.0% #DIV/0!


- #DIV/0!

description area unit unitcost amount

0.00 sqft 35.00 -

0.00 total -

window glass const bid cost/unit

window glass 1/8" smowindow glass 1/8" smo #DIV/0!qty: 0.00

labor unit cost - - equipment unit cost #DIV/0! #DIV/0!material unit cost #DIV/0!glass unit cost #DIV/0! sub con #DIV/0!total cost - duration -

crew crewlabor 1 200.00 1.0

glass fitter 1 300.00

equipment


total


installation 85

85


MANUAL COMPUTATION

Area = 0 Sq ft

Glass type = ass 1/8" smoked

Sub conArea = -




#DIV/0! - project:sqft pcf #DIV/0!

project cost 7.5% 1.0 direct costproj.supervision 5.00% 1.1constn facilities 2.50% 1.2indirect eqpt 0% 1.3miscellaneous 0% 1.4

others 0%indirect cost 20%

bonds premiums 0% 2.0 project costinsurance premiums 0%escalation 0% 2.1cost of money 3% 2.2contingencies 5% 2.3contractor tax 2% 2.4profit 10.0%


unit cost amount

4.0 indirect cost

4.14.24.3

4.54.64.7

P-


sqft/day

sqft/day


amount in pesos pct wt. of totallabor 0.00 ### #DIV/0!direct equipment 0.00 ### #DIV/0!materials ### #DIV/0!subcontract 0.00 ### #DIV/0!

0.00 72.50 #DIV/0!

project supervision 0.00 5.0% #DIV/0!construction facilities 0.00 2.5% #DIV/0!indirect equipment 0.00 0.0% #DIV/0!miscellaneous 0.00 0.0% #DIV/0!

0.00 7.5% #DIV/0!

0 0.0% #DIV/0!0 0.0% #DIV/0!

bonds premium 0.00 0.0% #DIV/0!insurance premium 0.00 0.0% #DIV/0!escalation 0.00 0.0% #DIV/0!cost of money 0.00 3.0% #DIV/0!contingencies 0.00 5.0% #DIV/0!contractor's tax 0.00 2.0% #DIV/0!profit 0.00 10.0% #DIV/0!

0.00 20.0% #DIV/0!

- #DIV/0!

painting works const bid cost/unit total bid cost SUMMARY

roof paintroof paint 2.0 COATS #DIV/0! #DIV/0! PROJECT:UNIT COST qty: 0.00 SQM PCF #DIV/0!

DESCRIPTION AREA Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALroof qty: labor unit cost 16.67 - - Proj.Supervision 5.00% 1.1 Labor 0.00 #DIV/0! #DIV/0!

equipment unit cost #DIV/0! #DIV/0! Constn Facilities 2.50% 1.2 Direct Equipment 0.00 #DIV/0! #DIV/0! - material unit cost #DIV/0! Indirect Eqpt 0% 1.3 Materials #DIV/0! #DIV/0! #DIV/0!

painting unit cost #DIV/0! sub con Miscellaneuos 0% 1.4 Subcontract 0.00 #DIV/0! #DIV/0!TOTAL - total cost #DIV/0! Others 0% #DIV/0! 72.50 #DIV/0!

duration - Indirect Cost 20% crew crew Bonds Premiums 0% 2.0 PROJECT COST

labor 1 200.00 1.0 Insurance Premium 0%painter 1 300.00 Escalation 0% 2.1 Project Supervision #DIV/0! 5.0% #DIV/0!

Cost of Money 3% 2.2 Construction Facilities #DIV/0! 2.5% #DIV/0!Contingecies 5% 2.3 Indirect Equipment #DIV/0! 0.0% #DIV/0!Contractor Tax 2% 2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!Profit 10.0% #DIV/0! 7.5% #DIV/0!

Total 27.5%bill of materials 3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!

description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!roof guard boysen 0 gal 540.00 -

4.0 INDIRECT COSTtotal P-

4.1 Bonds Premium #DIV/0! 0.0% #DIV/0!4.2 Insurance Premium #DIV/0! 0.0% #DIV/0!

labor cost computation: 4.3 Escalation #DIV/0! 0.0% #DIV/0!4.4 Cost of Money #DIV/0! 3.0% #DIV/0!

spreading rate 1man/30sqm/day 0.40 MH/sqm 4.5 Contigencies #DIV/0! 5.0% #DIV/0! 4.6 Contractor's Tax #DIV/0! 2.0% #DIV/0!MH/sqm 4.7 Profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

30.00 #DIV/0! #DIV/0!

material computation:description spreading rate

paint 0.15 lit/sqm/coat 0.040 gal/sqm

roofing CONST BID COST/unit TOTAL BID COST SUMMARY

corrugated gi sheet ga 26corrugated gi sheet ga 26 #N/A #N/A PROJECT:UNIT COST qty: 0.00 sqm PCF #N/A purlin sp.= 0.60 LENGTH OF GI (m) /PC

no of pcsProject cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTAL rectangular area 1 (left dk) 6' 7' 8' 9' 10' 12'labor unit cost 50.00 - - Proj.Supervision 5.00% 1.1 Labor 0.00 #N/A #N/A Purlin length Area Qty area 1 (sqm) height (m) width (m) equipment unit cost #N/A #N/A Constn Facilities 2.50% 1.2 Direct Equipment 0.00 #N/A #N/A 0.00 - - 1.8 2.1 2.4 2.7 3 3.6 0material unit cost #N/A Indirect Eqpt 0% 1.3 Materials #N/A #N/A #N/Acorr. gi sheet #N/A sub con Miscellaneuos 0% 1.4 Subcontract 0.00 #N/A #N/A rectangular area 1 (left dk) total cost #N/A Others 0% #N/A 72.50 #N/A area 1 (sqm) height (m) width (m) duration - Indirect Cost 20% 0.00 - -

crew crew Bonds Premiums 0% 2.0 PROJECT COSTlabor 1 200.00 2.0 Insurance Premiums 0% rectangular area 1 (left dk)

carpenter 1 300.00 Escalation 0% 2.1 Project Supervision #N/A 5.0% #N/A area 1 (sqm) height (m) width (m) Cost of Money 3% 2.2 Construction Facilities #N/A 2.5% #N/A 0.00 - -

equipment Contingecies 5% 2.3 Indirect Equipment #N/A 0.0% #N/AContractor Tax 2% 2.4 Miscellaneous #N/A 0.0% #N/A rectangular area 1 (left dk) Profit 10.0% #N/A 7.5% #N/A area 1 (sqm) height (m) width (m)

Bill of Materials Total 27.5% 0.00 - - description unit length qty unit unit cost amount 3.0 OTHER COSTS #N/A 0.0% #N/A

#N/A 0.0% #N/Acorr gi sheet ga# 26 7 lft 7 pcs 231.00 - rectangular area 2 corr gi sheet ga# 26 6 lft 6 pcs 198.00 - 4.0 INDIRECT COST area 1 (sqm) height (m) width (m) corr gi sheet ga# 26 7 lft 8 pcs 264.00 - 0.00 - - fab gi ridge roll ga# 26 8 lft 8 pcs 140.00 - 4.1 Bonds Premium #N/A 0.0% #N/Afab gi gutter ga # 26 8 lft 8 pcs 130.00 - 4.2 Insurance Premium #N/A 0.0% #N/Afab gi valley gutter ga # 26 8 lft 8 pcs 160.00 - 4.3 Escalation #N/A 0.0% #N/Afab gi end flashing ga # 26 8 lft 8 pcs 160.00 - 4.4 Cost of Money #N/A 3.0% #N/A rectangular area 3 tekscrew 2 1/2 - pcs 1.85 - 4.5 Contigencies #N/A 5.0% #N/A area 1 (sqm) height (m) width (m) stainless gutter 8 ft #N/A pcs 1,200.00 #N/A 4.6 Contractor's Tax #N/A 2.0% #N/A 0.00 - - sleeves 3" dia pcs 50.00 - 4.7 Profit #N/A 10.0% #N/Arivets - pcs 0.50 - #N/A 20.0% #N/Asilicon - tube 120.00 - rectangular area 4

#N/A #N/A area 1 (sqm) height (m) width (m) 0.00 - -

total #N/A


installation 10 SQM/day triangular area 1(front) area 1 (sqm) height (m) width (m)

0.00 - -

10 SQM/day triangular area 2 (rear) area 1 (sqm) height (m) width (m)

0.00 - -

material computation:triangular area 3 (left dk)

no. of rivets per sheet area 1 (sqm) height (m) width (m) 0.00 - -

6' 147' 188' 18 triangular area 4 (right dk) 9' 22 area 1 (sqm) height (m) width (m) 10' 22 0.00 - - 12' 26

trapezoidal 1 (left) area 1 (sqm) height (m) width short (m) width long (m)

0.00 - -

trapezoidal 2 (right) area 1 (sqm) height (m) width short (m) width long (m)

0.00 - -

trapezoidal 3 (front dk) area 1 (sqm) height (m) width short (m) width long (m)

0.00 - -

trapezoidal 4 (rear dk) area 1 (sqm) height (m) width short (m) width long (m)

0.00 - -

triangular area 5 (front) area 1 (sqm) height (m) width (m)

0.00 - -

triangular area 6 (left) area 1 (sqm) height (m) width (m)

0.00 - -

triangular area 7 (right) area 1 (sqm) height (m) width (m)

0.00 - -

triangular area 8 (rear) area 1 (sqm) height (m) width (m)

0.00 - -


0.00 - -


0.00 - -


0.00 - -


0.00 - -

PURLIN LENGTH TOTAL AREA

0 0

document.xlsSTYLE ROOF04/17/2023

roofing .4 mm const bid cost/unit total bid cost

s-tile roofs-tile roof long span #N/A #N/A qty: 0.00 sqm pcf #N/A

project cost 7.50%labor unit cost 100.00 - - proj.supervision 5.00%equipment unit cost #N/A #N/A constn facilities 2.50%material unit cost #N/A indirect eqpt 0%roofing unit cost sub con #N/A miscellaneous 0%total cost #N/A others 0%duration - indirect cost 20%

crew crew bonds premiums 0%labor 1 200.00 1.0 insurance premiums 0%

carpenter 1 300.00 escalation 0%cost of money 3%

equipment contingencies 5%contractor tax 2%profit 10.0%


description qty unit unit cost amount

style roof - sqm 308.00 - tekscrew - pcs 1.85 - gutter spanish fab .4mm x .457 m x 8 ft #N/A pcs 340.00 #N/Aridge roll .4mm x .6 m x 8 ft #N/A pcs 337.00 #N/Avalley gutter fab .4mm x .457 m x 8 ft #N/A pcs 340.00 #N/Aend flashing fab 4mm x .305 m x 8 ft #N/A pcs 340.00 #N/Aside wall flashing fab 4mm x .305 m x 8 ft #N/A pcs 170.00 #N/Astainless gutter #N/A pcs 1,200.00 #N/Asleeves 3" dia pcs 50.00 - concrete nail 1" kg 75.00 - touch up paint - gal 515.00 - silicon - tube 120.00 - rivets - pcs 0.50 -

total #N/A



installation 5 sqm/man day 5 sqm/day

5 sqm/day


see roofing sheet


miscellaneous


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

length of right side

09/23/98 a 6.0 spacing between purlinsb 6.0 spacing between trussc 6.0 height of trussd 6.0 length of trusse #VALUE! length of eavesf #VALUE! weight of roofing g 1.2 weight of woodh 6.0 lli 0.7 pj #VALUE! slopek arctanl #VALUE! angle

m #VALUE! yeild strength of steelo #VALUE! modulus of elasticity

#VALUE! c purlins#VALUE!

fy #VALUE! he #VALUE! 75

trial sectiona1.77 designation

asep c 75 x 6.91 w xc yc


1.39bstress computation:

123.60design loads:1.dead loads

wt of roofing

l / 180 2.live loads###

###### mm 3.wind loads

design winds:mm < #VALUE! safemm < #VALUE! safe

normal loads:

tangential loads:d+l

load case # 1 .75(d+l+w)

load casse # 2

mn=wn(l)

moments:

load case # 1mn=wt(l)


load case # 2

flexural strength: #VALUE!

load case # 1 #VALUE!

fbx =

fby =#VALUE!


fbx =fy=

fby =2.86

check if compact section 10.795

b/2tf =b/2tf < 170/sqrt(fy)

#VALUE!#VALUE!

fbx=0.66fyfby=0.60fy #VALUE!

check interaction equation

170/(fy)1/2 =



load case # 2

check deflection:

allow. deflection = l/180

yn=5wnl4/384eix

yt=5wtl4/384eiy


summary

project:

1.0 direct cost amount in pesos pct wt. of total purlin sp.= 0.30 1.1 labor #N/A #N/A1.2 direct equipment 0.00 #N/A #N/A Purlin length Area 1.3 materials #N/A #N/A 0.00 - 1.4 subcontract #N/A #N/A #N/A

#N/A 72.50 #N/A

2.0 project cost 0.00 -

2.1 project supervision #N/A 5.0% #N/A2.2 construction facilities #N/A 2.5% #N/A2.3 indirect equipment #N/A 0.0% #N/A 0.00 - 2.4 miscellaneous #N/A 0.0% #N/A

#N/A 7.5% #N/A

3.0 other costs #N/A 0.0% #N/A 0.00 - #N/A 0.0% #N/A

4.0 indirect cost

4.1 bonds premium #N/A 0.0% #N/A 0.00 - 4.2 insurance premium #N/A 0.0% #N/A4.3 escalation #N/A 0.0% #N/A4.4 cost of money #N/A 3.0% #N/A4.5 contingencies #N/A 5.0% #N/A4.6 contractor's tax #N/A 2.0% #N/A4.7 profit #N/A 10.0% #N/A 0.00 -

#N/A 20.0% #N/A

#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 -

0.00 -

Purlin length = 0


length of front side length of letf side mlength of right side m

length of right side m *mid sag rods

spacing between purlins m *third point sag rodsspacing between truss mheight of truss mlength of truss mlength of eaves mweight of roofing mweight of wood kpa

cum< or =30sqm pa

pa

yeild strength of steelmodulus of elasticity mpa

gpa

b tw tf a w xc yc40 5.0 7.0 8.82 6.90 1.28 0.00

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

height of roof<6 m


dl #VALUE! kpa

ll #VALUE! kpa

wl #VALUE! kpa

wndln = #VALUE! n/mlln = #VALUE! n/mwln = #VALUE! n/m

dlt = #VALUE! n/mlln = #VALUE! n/m

wn = #VALUE! n/mwt = #VALUE! n/m

.75(d+l+w)


2

mn= #VALUE! n-m

mn=wt(l)2/8


mt= #VALUE! n-m

mn= #VALUE!

mt= #VALUE!

mpa

mpa

mpa

mpa

#VALUE!

b/2tf < 170/sqrt(fy)

compact!!!mpampa

< 1.0 safe


load case #1 critical

54.5981500331442#VALUE! mm

#VALUE! mm < #VALUE!


81

< 1.0 safe


roof estimates

long span sheetsproject:

rectangular area 1 (left dk) long span puyat r span. purlin spacing (m) Qty area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

rectangular area 1 (left dk) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30


- 1.07 0.30


- 1.07 0.30

rectangular area 2 long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30


- 1.07 0.30


- 1.07 0.30


triangular area 1(front) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

triangular area 2 (rear) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

triangular area 3 (left dk) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

triangular area 4 (right dk) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

trapezoidal 1 (left) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

trapezoidal 2 (right) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

trapezoidal 3 (front dk) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30


trapezoidal 4 (rear dk) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

triangular area 5 (front) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

triangular area 6 (left) long span puyat r span. purlin spacing (m) area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins

- 1.07 0.30

triangular area 7 (right) long span puyat r span. purlin spacing (m)

area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins - 1.07 0.30


- 1.07 0.30


- 1.07 0.30


- 1.07 0.30

triangular area 8 (rear) long span puyat r span. purlin spacing (m)


area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins - 1.07 0.30


- 1.07 0.30

Area = - sqm




thickness effective purlins sheetstyle mm width m spacing cost/lm

no of pcs tekscrew per total tekscrewsheets width length (pcs) pcs0.00 2 0.00



no of pcs tekscrew per total tekscrew tile span elite 0.4 1.077 0.30 434.65sheets width length (pcs) pcs tile span maxi 0.4 1.077 0.35 402.450.00 2 0.00 0.5 1.077 0.35 461.59

0.6 1.077 0.35 536.47r - span 1220 0.4 1.074 0.70 * 210.27

no of pcs tekscrew per total tekscrew 0.5 1.074 0.70 * sheets width length (pcs) pcs 0.6 1.074 0.70 * 0.00 2 0.00 r - span 916 0.4 1.074 0.70 * 326

0.5 1.074 0.70 * 0.6 1.074 0.70 *

super r - span 0.4 1.05 0.70 * 332.79no of pcs tekscrew per total tekscrew 0.5 1.05 0.70 * sheets width length (pcs) pcs 0.6 1.05 0.70 * 0.00 2 0.00 mega r - span 0.4 0.67 0.70 * 215.62

0.5 0.67 0.70 * 0.6 0.67 0.70 *

no of pcs tekscrew per total tekscrew multi r - span 0.3 1 0.70 * sheets width length (pcs) pcs 0.4 1 0.70 * 221.730.00 2 0.00 0.5 1 0.70 *

0.6 1 0.70 * corspan 915 0.3 0.998 0.70 *

0.4 0.998 0.70 * 208.2

long spanpuyat steel


0.5 0.998 0.70 * 0.6 0.998 0.70 *

no of pcs tekscrew per total tekscrew corspan 915 0.3 0.998 0.70 * sheets width length (pcs) pcs 0.4 0.998 0.70 * 290.050.00 2 0.00 0.5 0.998 0.70 *

0.6 0.998 0.70 * mega clad 0.4 1 0.70 *

no of pcs tekscrew per total tekscrew 0.5 1 0.70 * sheets width length (pcs) pcs 0.6 1 0.70 * 0.00 2 0.00

madrid tile roof 0.4 0.71 0.30 355.740.5 0.71 0.30

no of pcs tekscrew per total tekscrew 0.6 0.71 0.30 sheets width length (pcs) pcs0.00 2 0.00









no of pcs tekscrew per total tekscrew

sheets width length (pcs) pcs0.00 2 0.00




no of pcs tekscrew per total tekscrew


sheets width length (pcs) pcs0.00 2 0.00





ix iy sx sy asep bstress75.30 12.20 20.10 4.50 1


a 6.0 length of front side m

b 6.0 length of letf side mc 6.0 length of right side md 6.0 length of right side m

e #VALUE! spacing between purlins mf #VALUE! spacing between truss mg 1.2 height of truss mh 6.0 length of truss mi 0.65 length of eaves mj #VALUE! weight of roofing kpak #VALUE! weight of wood cuml #VALUE! ll < or =30sqm pa

m #VALUE! p pao #VALUE! slope

#VALUE! arctan#VALUE! angle

yeild strength of steel mpae #VALUE! modulus of elasticity gpa

trial sectionb (mm) d (mm)

#VALUE! #VALUE!

computation:

design loads:1.dead loads

height of roof<6 m


wt of roofing dl ###

2.live loadsll ###

3.wind loadsdesign winds:

wl ###

normal loads: wndln = ###lln = ###wln = ###

tangential loads:dlt = ###lln = ###

load case # 1 d+lwn = ###wt = ###

load casse # 2 .75(d+l+w)wn = ###wt = ###

moments:2

load case # 1 mn=wn(l)/8mn= ### n-m

mt= ### n-mmn=wt(l)2/8


load case # 2

shear:load case # 1

load casse # 2

flexural strength:

load case # 1

load case # 2


shear strengthload case # 1 vn=3*vn/2bd

vt=3*vn/2bd


bstress


design of purlins

name of building : samplepurlin designation : p-1

specifications:

slope of roofing : 0.40spacing of truss : 1.20 mspacing of purlins : 0.60 mweight of roofing : 77.00 paother vertical loads : 800.00 pawind load (normal projection) : 603.00 pa

properties of wood:

type w fb fv etanguile 3.60 13.10 1.03 8.62

suggested section: b (mm) d (mm)50.00 50.00

result:case# 1

dl+ll governs


kpamoment

mn= ### n-m mt= ### n-m

shearkpa vn= ### n-m vt= ### n-m

flexural stressfb= ### mpa < fb= ### mpa

kpa shear stressfv= ### mpa < fv= 1.03 mpa

n/m deflectionn/m y allow= l / 180n/m y actual= ### mm < y allow= ### mm

n/mn/m

n/mn/m

n/mn/m


mn= ### n-m

mt= ### n-m

vn= ### n

vt= ### n

vn= ### n

vt= ### n

fn = ### mpa

ft = ### mpa

fb= ### < ###

fn = ### mpa

ft = ### mpa

fb= ### < ###

ok?

ok?.:load case #2 is more critical


vn= ### mpa


### desig h b tw tf a w xc yc ix

w 175 x 40.2 175 175 7.5 11.0 51.21 40.20 0.00 0.00 2880.00w 150 x 31.5 150 150 7.0 10.0 40.14 31.50 0.00 0.00 1640.00w 150 x 21.1 150 100 6.0 9.0 26.84 21.10 0.00 0.00 1020.00

w 150 x 14.0 150 75 5.0 7.0 17.85 14.00 0.00 0.00 666.00w 125 x 23.8 125 125 6.5 9.0 30.31 23.80 0.00 0.00 847.00w 125 x 13.2 125 60 6.0 8.0 16.84 13.20 0.00 0.00 413.00w 100 x 17.2 100 100 6.0 8.0 21.90 17.20 0.00 0.00 383.00w 100 x 9.3 100 50 5.0 7.0 11.85 9.30 0.00 0.00 187.00i 200 x 50.4 200 150 9.0 16.0 64.16 50.40 0.00 0.00 4460.00i 200 x 26.0 200 100 7.0 10.0 33.06 26.00 0.00 0.00 2170.00i 180 x 23.6 180 100 6.0 10.0 30.06 23.60 0.00 0.00 1670.00i 150 x 36.2 150 125 8.5 14.0 46.15 36.20 0.00 0.00 1760.00i 150 x 17.1 150 75 5.5 9.5 21.83 17.10 0.00 0.00 819.00i 100 x 16.1 125 75 5.5 9.5 20.45 16.10 0.00 0.00 538.00i 100 x 12.9 100 75 5.0 8.0 16.43 12.90 0.00 0.00 281.00c 180 x 21.4 180 75 7.0 10.5 27.20 21.40 2.13 0.00 1380.00c 150 x 24.0 150 75 9.0 12.5 30.59 24.00 2.31 0.00 1050.00c 150 x 18.6 150 75 6.5 10.0 23.71 18.60 2.28 0.00 861.00c 125 x 13.4 125 65 6.0 8.0 17.11 13.40 1.90 0.00 424.00c 100 x 9.4 100 50 5.0 7.5 11.92 9.40 1.54 0.00 188.00c 75 x 6.9 75 40 5.0 7.0 8.82 6.90 1.28 0.00 75.30lz 255x90x25x4.7 255 90 4.7 4.7 21.34 16.75 2055.90lz 255x90x25x4.5 255 90 4.5 4.5 20.49 16.09 1979.60lz 255x90x25x4.3 255 90 4.3 4.3 19.64 15.42 1902.40lz 255x90x25x4.0 255 90 4.0 4.0 18.35 14.40 1784.60


lz 255x90x25x3.2 255 90 3.2 3.2 14.85 11.65 1459.90lz 255x90x25x2.9 255 90 2.9 2.9 13.51 10.61 1334.00lz 220x75x25x4.7 220 75 4.7 4.7 18.29 14.36 1287.70lz 220x75x25x4.5 220 75 4.5 4.5 17.57 13.79 1241.10lz 220x75x25x4.3 220 75 4.3 4.3 16.84 13.22 1193.90lz 220x75x25x4.0 220 75 4.0 4.0 15.75 12.36 1121.60lz 220x75x25x3.2 220 75 3.2 3.2 12.77 10.02 920.90lz 220x75x25x2.9 220 75 2.9 2.9 11.63 9.13 842.70

safe lz 220x75x25x2.6 220 75 2.6 2.6 10.48 8.22 762.80lz 220x75x25x2.3 220 75 2.3 2.3 9.31 7.31 681.20lz 200x75x25x4.0 200 75 4.0 4.0 14.95 11.73 894.50

safe lz 200x75x25x3.2 200 75 3.2 3.2 12.13 9.52 735.50lz 200x75x20x4.0 200 75 4.0 4.0 14.55 11.42 870.50lz 200x75x20x3.2 200 75 3.2 3.2 11.81 9.27 716.20lz 200x70x20x4.7 200 70 4.7 4.7 16.41 12.88 952.80

safe lz 200x70x20x4.5 200 70 4.5 4.5 15.77 12.38 919.00lz 200x70x20x4.3 200 70 4.3 4.3 15.12 11.87 884.70lz 200x70x20x4.0 200 70 4.0 4.0 14.15 11.11 832.10lz 200x70x20x3.2 200 70 3.2 3.2 11.49 9.02 685.30lz 200x70x20x2.9 200 70 2.9 2.9 10.47 8.22 627.70lz 200x70x20x2.6 200 70 2.6 2.6 9.44 7.41 568.80lz 200x70x20x2.3 200 70 2.3 2.3 8.39 6.59 508.50lz 200x70x20x2.0 200 70 2.0 2.0 7.34 5.76 446.90lz 200x70x20x1.8 200 70 1.8 1.8 6.63 5.20 405.00lz 200x70x20x1.6 200 70 1.6 1.6 5.91 4.64 362.50lz 185x50x20x3.2 185 50 3.2 3.2 9.73 7.64 464.50lz 185x50x20x2.3 185 50 2.3 2.3 7.13 5.60 346.90lz 185x50x20x2.0 185 50 2.0 2.0 6.24 4.90 305.50lz 175x50x20x4.3 175 50 4.3 4.3 12.33 9.68 519.00lz 175x50x20x4.0 175 50 4.0 4.0 11.55 9.07 489.50lz 175x50x20x3.2 175 50 3.2 3.2 9.41 7.38 406.00lz 175x50x20x2.9 175 50 2.9 2.9 8.58 6.74 372.90lz 175x50x20x2.6 175 50 2.6 2.6 7.75 6.08 338.70lz 175x50x20x2.3 175 50 2.3 2.3 6.90 5.41 303.60lz 175x50x20x2.0 175 50 2.0 2.0 6.04 4.74 267.40

lz 175x50x20x1.8 175 50 1.8 1.8 5.46 4.28 242.80lz 175x50x20x1.6 175 50 1.6 1.6 4.87 3.82 217.60lz 150x75x25x4.0 150 75 4.0 4.0 12.95 10.16 454.30


lz 150x75x25x3.2 150 75 3.2 3.2 10.53 8.26lz 150x75x20x4.0 150 75 4.0 4.0 12.55 9.85lz 150x75x20x3.2 150 75 3.2 3.2 10.21 8.01lz 150x65x20x4.0 150 65 4.0 4.0 11.75 9.22lz 150x65x20x3.2 150 65 3.2 3.2 9.57 7.51lz 150x65x20x2.3 150 65 2.3 2.3 7.01 5.50lz 150x50x20x3.2 150 50 3.2 3.2 8.61 6.76lz 150x50x20x2.3 150 50 2.3 2.3 6.32 4.96lz 150x50x18x4.3 150 50 4.3 4.3 11.08 8.70lz 150x50x18x4.0 150 50 4.0 4.0 10.39 8.15lz 150x50x18x3.2 150 50 3.2 3.2 8.48 6.66lz 150x50x18x2.9 150 50 2.9 2.9 7.74 6.08lz 150x50x18x2.6 150 50 2.6 2.6 6.99 5.49lz 150x50x18x2.3 150 50 2.3 2.3 6.23 4.89lz 150x50x18x2.0 150 50 2.0 2.0 5.46 4.28lz 150x50x18x1.8 150 50 1.8 1.8 4.94 3.87lz 150x50x18x1.6 150 50 1.6 1.6 4.41 3.46lz 125x50x20x4.0 125 50 4.0 4.0 9.55 7.50lz 125x50x20x3.2 125 50 3.2 3.2 7.81 6.13lz 125x50x20x2.3 125 50 2.3 2.3 5.78 4.51

lz 125x50x15x4.3 125 50 4.3 4.3 9.75 7.65lz 125x50x15x4.0 125 50 4.0 4.0 9.15 7.18lz 125x50x15x3.2 125 50 3.2 3.2 7.49 5.88lz 125x50x15x2.9 125 50 2.9 2.9 6.84 5.37lz 125x50x15x2.6 125 50 2.6 2.6 6.19 4.86lz 125x50x15x2.3 125 50 2.3 2.3 5.52 4.33lz 125x50x15x2.0 125 50 2.0 2.0 4.84 3.80

lz 125x50x15x1.8 125 50 1.8 1.8 4.38 3.44lz 125x50x15x1.6 125 50 1.6 1.6 3.91 3.07


lz 125x50x15x1.4 125 50 1.4 1.4 3.44 2.70lz 125x50x15x1.2 125 50 1.2 1.2 2.97 2.33lz 120x60x20x3.2 120 60 3.2 3.2 8.29 6.51lz 120x60x20x2.3 120 60 2.3 2.3 6.09 4.78lz 120x40x20x3.2 120 40 3.2 3.2 7.01 5.50lz 100x50x15x3.2 100 50 3.2 3.2 6.69 5.25


lc 200x75x20x3.2 200 75 3.2 3.2 11.81 9.27lc 200x70x20x4.7 200 70 4.7 4.7 16.41 12.88lc 200x70x20x4.5 200 70 4.5 4.5 15.77 12.38lc 200x70x20x4.3 200 70 4.3 4.3 15.12 11.87lc 200x70x20x4.0 200 70 4.0 4.0 14.15 11.11lc 200x70x20x3.2 200 70 3.2 3.2 11.49 9.02lc 200x70x20x2.9 200 70 2.9 2.9 10.47 8.22lc 200x70x20x2.6 200 70 2.6 2.6 9.44 7.41lc 200x70x20x2.3 200 70 2.3 2.3 8.39 6.59lc 200x70x20x2.0 200 70 2.0 2.0 7.34 5.76lc 200x70x20x1.8 200 70 1.8 1.8 6.63 5.20lc 200x70x20x1.6 200 70 1.6 1.6 5.91 4.64lc 185x50x20x3.2 185 50 3.2 3.2 9.73 7.64lc 185x50x20x2.3 185 50 2.3 2.3 7.13 5.60


lc 185x50x20x2.0 185 50 2.0 2.0 6.24 4.90lc 175x50x20x4.3 175 50 4.3 4.3 12.33 9.68lc 175x50x20x4.0 175 50 4.0 4.0 11.55 9.07lc 175x50x20x3.2 175 50 3.2 3.2 9.41 7.38lc 175x50x20x2.9 175 50 2.9 2.9 8.58 6.74lc 175x50x20x2.6 175 50 2.6 2.6 7.75 6.08lc 175x50x20x2.3 175 50 2.3 2.3 6.90 5.41lc 175x50x20x2.0 175 50 2.0 2.0 6.04 4.74lc 175x50x20x1.8 175 50 1.8 1.8 5.46 4.28lc 175x50x20x1.6 175 50 1.6 1.6 4.87 3.82lc 150x75x25x4.0 150 75 4.0 4.0 12.95 10.16lc 150x75x25x3.2 150 75 3.2 3.2 10.53 8.26lc 150x75x20x4.0 150 75 4.0 4.0 12.55 9.85lc 150x75x20x3.2 150 75 3.2 3.2 10.21 8.01lc 150x65x20x4.0 150 65 4.0 4.0 11.75 9.22lc 150x65x20x3.2 150 65 3.2 3.2 9.57 7.51lc 150x65x20x2.3 150 65 2.3 2.3 7.01 5.50lc 150x50x20x3.2 150 50 3.2 3.2 8.61 6.76lc 150x50x20x2.3 150 50 2.3 2.3 6.32 4.96lc 150x50x18x4.3 150 50 4.3 4.3 11.08 8.70lc 150x50x18x4.0 150 50 4.0 4.0 10.39 8.15lc 150x50x18x3.2 150 50 3.2 3.2 8.48 6.66lc 150x50x18x2.9 150 50 2.9 2.9 7.74 6.08lc 150x50x18x2.6 150 50 2.6 2.6 6.99 5.49lc 150x50x18x2.3 150 50 2.3 2.3 6.23 4.89lc 150x50x18x2.0 150 50 2.0 2.0 5.46 4.28lc 150x50x18x1.8 150 50 1.8 1.8 4.94 3.87lc 150x50x18x1.6 150 50 1.6 1.6 4.41 3.46lc 125x50x20x4.0 125 50 4.0 4.0 9.55 7.50lc 125x50x20x3.2 125 50 3.2 3.2 7.81 6.13lc 125x50x20x2.3 125 50 2.3 2.3 5.75 4.51lc 125x50x15x4.3 125 50 4.3 4.3 9.75 7.65lc 125x50x15x4.0 125 50 4.0 4.0 9.15 7.18lc 125x50x15x3.2 125 50 3.2 3.2 7.49 5.88lc 125x50x15x2.9 125 50 2.9 2.9 6.84 5.37lc 125x50x15x2.6 125 50 2.6 2.6 6.19 4.86lc 125x50x15x2.3 125 50 2.3 2.3 5.52 4.33lc 125x50x15x2.0 125 50 2.0 2.0 4.84 3.80


lc 125x50x15x1.8 125 50 1.8 1.8 4.38 3.44lc 125x50x15x1.6 125 50 1.6 1.6 3.91 3.07lc 125x50x15x1.4 125 50 1.4 1.4 3.44 2.70lc 125x50x15x1.2 125 50 1.2 1.2 2.97 2.33lc 120x60x20x3.2 120 60 3.2 3.2 8.29 6.51lc 120x60x20x2.3 120 60 2.3 2.3 6.09 4.78lc 120x40x20x3.2 120 40 3.2 3.2 7.01 5.50lc 100x50x15x3.2 100 50 3.2 3.2 6.69 5.25lc 100x50x15x2.9 100 50 2.9 2.9 6.12 4.80lc 100x50x15x2.6 100 50 2.6 2.6 5.54 4.35lc 100x50x15x2.3 100 50 2.3 2.3 4.94 3.88lc 100x50x15x2.0 100 50 2.0 2.0 4.34 3.40lc 100x50x15x1.8 100 50 1.8 1.8 3.93 3.08lc 100x50x15x1.6 100 50 1.6 1.6 3.51 2.76lc 100x50x15x1.4 100 50 1.4 1.4 3.09 2.43lc 100x50x15x1.2 100 50 1.2 1.2 2.67 2.09lc 90x45x15x3.2 90 45 3.2 3.2 6.05 4.75lc 90x45x15x2.9 90 45 2.9 2.9 5.54 4.35lc 90x45x15x2.6 90 45 2.6 2.6 5.02 3.94lc 90x45x15x2.3 90 45 2.3 2.3 4.48 3.52lc 90x45x15x2.0 90 45 2.0 2.0 3.94 3.09lc 90x45x15x1.8 90 45 1.8 1.8 3.57 2.80lc 90x45x15x1.6 90 45 1.6 1.6 3.19 2.51lc 90x45x15x1.4 90 45 1.4 1.4 2.81 2.21lc 90x45x15x1.2 90 45 1.2 1.2 2.43 1.90lc 75x38x15x2.6 75 38 2.6 2.6 4.26 3.35lc 75x38x15x2.3 75 38 2.3 2.3 3.82 3.00lc 75x38x15x2.0 75 38 2.0 2.0 3.36 2.64lc 75x38x15x1.8 75 38 1.8 1.8 3.05 2.39lc 75x38x15x1.6 75 38 1.6 1.6 2.73 2.14lc 75x38x15x1.4 75 38 1.4 1.4 2.41 1.89lc 75x38x15x1.2 75 38 1.2 1.2 2.08 1.63lc 65x30x15x2.6 65 30 2.6 2.6 3.59 2.81lc 65x30x15x2.3 65 30 2.3 2.3 3.22 2.53lc 65x30x15x2.0 65 30 2.0 2.0 2.84 2.23lc 65x30x15x1.8 65 30 1.8 1.8 2.58 2.02lc 65x30x15x1.6 65 30 1.6 1.6 2.31 1.82lc 65x30x15x1.4 65 30 1.4 1.4 2.04 1.60


lc 65x30x15x1.2 65 30 1.2 1.2 1.77 1.39

type w fb fv eapitong 5.40 13.00 1.36 5.76guijo 6.40 17.10 1.89 6.67mahogany 5.30 13.00 2.13 3.67mayapis 3.40 11.00 0.73 8.14molave 6.50 18.90 2.27 5.15narra 4.90 14.20 1.51 4.68lauan 3.50 10.90 1.17 4.59tanguile 3.60 13.10 1.03 8.62w.lauan 3.50 11.00 1.03 7.72yakal 7.30 19.30 1.96 7.70


iy sx sy asep bstress

984.00 330.00 112.00 1563.00 219.00 75.10 1151.00 138.00 30.10 1

49.50 88.80 13.20 1293.00 136.00 47.00 1

29.20 66.10 9.70 1134.00 76.50 26.70 1

14.80 37.50 5.90 1753.00 446.00 10.00 1138.00 217.00 27.70 1138.00 186.00 27.50 1385.00 235.00 61.60 1

57.50 109.00 15.30 157.50 86.00 15.30 147.30 56.20 12.60 1

131.00 153.00 24.30 1147.00 140.00 28.30 1117.00 115.00 22.40 1

61.80 67.80 13.40 126.00 37.60 7.50 112.20 20.10 4.50 1

328.10 161.25 37.43 1 147.00317.60 155.27 36.20 1 147.00306.80 149.21 34.93 1 147.00290.10 139.97 32.97 1 147.00


242.20 114.50 27.40 1 147.00223.00 104.63 25.19 1 147.00199.60 117.06 27.47 1 147.00193.50 112.83 26.60 1 147.00187.30 108.53 25.71 1 147.00177.50 101.96 24.32 1 147.00149.20 83.72 20.33 1 147.00137.70 76.61 18.73 1 147.00125.70 69.34 17.06 1 123.60113.20 61.93 15.33 1 123.60177.50 89.46 24.32 1 147.00149.20 73.55 20.33 1 147.00157.40 87.05 21.56 1 147.00132.70 71.62 18.08 1 147.00145.40 95.28 21.50 1 147.00141.30 91.91 20.85 1 147.00136.90 88.47 20.18 1 147.00130.10 83.21 19.14 1 147.00110.10 68.53 16.10 1 147.00101.90 62.77 14.85 1 147.00

93.20 56.88 13.57 1 123.6084.10 50.85 12.22 1 123.6047.60 44.69 10.82 1 123.6068.10 40.50 9.85 1 123.6061.30 36.25 8.86 1 123.6044.70 50.21 9.23 1 147.0034.80 37.50 7.12 1 123.6031.00 33.03 6.34 1 123.6054.20 59.32 11.33 1 147.0051.90 55.94 10.81 1 147.0044.70 46.40 9.23 1 147.0041.60 42.61 8.57 1 147.0038.30 38.71 7.86 1 123.6034.80 34.70 7.12 1 123.6031.00 30.56 6.34 1 123.60

28.40 27.75 5.79 1 123.6025.70 24.87 5.22 1 123.60

177.50 60.57 24.32 1 147.00


375.10 149.20 50.01 20.33 1 147.00443.20 157.40 59.10 21.56 1 147.00366.30 132.70 48.84 18.08 1 147.00400.60 106.20 53.41 16.86 1 147.00331.80 90.20 44.24 14.22 1 147.00247.70 69.20 33.03 10.83 1 123.60280.10 44.70 37.34 9.23 1 147.00210.10 34.80 28.02 7.12 1 123.60351.10 50.60 46.82 10.58 1 147.00331.60 48.50 44.22 10.10 1 147.00276.10 41.90 36.81 8.65 1 147.00253.90 39.00 33.85 8.04 1 147.00230.90 36.00 30.79 7.38 1 123.60207.20 32.70 27.63 6.69 1 123.60182.80 29.20 24.37 5.96 1 123.60166.10 26.80 22.14 5.45 1 123.60149.00 24.20 19.87 4.92 1 123.60216.70 51.90 34.68 10.81 1 147.00181.00 44.70 28.97 9.23 1 147.00136.40 34.80 21.82 7.12 1 123.60

220.50 45.20 35.28 9.46 1 147.00208.60 43.40 33.38 9.05 1 147.00174.50 37.70 27.93 7.78 1 147.00160.80 35.20 25.73 7.24 1 147.00146.50 32.50 23.45 6.66 1 123.60131.70 29.50 21.08 6.05 1 123.60116.40 26.40 18.62 5.40 1 123.60

105.90 24.20 16.94 4.94 1 123.6095.10 22.00 15.22 4.46 1 123.60


84.10 19.60 13.45 3.97 1 123.6072.80 17.10 11.65 3.46 1 123.60

186.10 72.70 31.01 12.45 1 147.00139.80 56.00 23.30 9.52 1 123.60142.40 24.70 23.73 6.44 1 147.00103.00 37.70 20.60 7.78 1 147.00


716.20 83.90 71.62 15.81 1 147.00952.80 94.10 95.28 18.84 1 147.00919.00 91.30 91.91 18.28 1 147.00884.70 88.50 88.47 17.71 1 147.00832.10 83.90 83.21 16.81 1 147.00685.30 70.70 68.53 14.18 1 147.00627.70 65.40 62.77 13.10 1 147.00568.80 59.70 56.88 11.98 1 123.60508.50 53.80 50.85 10.80 1 123.60446.90 47.70 44.69 9.57 1 123.60405.00 43.40 40.50 8.72 1 123.60362.50 39.10 36.25 7.85 1 123.60464.50 30.10 50.21 8.33 1 147.00346.90 23.30 37.50 6.45 1 123.60


305.50 20.80 33.03 5.74 1 123.60519.00 36.20 59.32 10.12 1 147.00489.50 34.60 55.94 9.67 1 147.00406.00 29.60 46.40 8.28 1 147.00372.90 27.50 42.61 7.70 1 147.00338.70 25.30 38.71 7.08 1 123.60303.60 22.90 34.70 6.41 1 123.60267.40 20.40 30.56 5.71 1 123.60242.80 18.70 27.75 5.23 1 123.60217.60 16.90 24.87 4.72 1 123.60454.30 99.60 60.57 20.55 1 147.00375.10 83.50 50.01 17.25 1 147.00443.20 90.70 59.10 18.16 1 147.00366.30 76.30 48.84 15.29 1 147.00400.60 63.40 53.41 14.44 1 147.00331.80 53.70 44.24 12.23 1 147.00247.70 41.00 33.03 9.36 1 123.60280.10 28.20 37.34 8.16 1 147.00210.10 21.80 28.02 6.32 1 123.60351.10 32.60 46.82 9.30 1 147.00331.60 31.20 44.22 8.89 1 147.00276.10 26.80 36.81 7.64 1 147.00253.90 24.90 33.85 7.11 1 147.00230.90 22.90 30.79 6.54 1 123.60207.20 20.80 27.63 5.94 1 123.60182.80 18.50 24.37 5.30 1 123.60166.10 17.00 22.14 4.85 1 123.60149.00 15.30 19.87 4.38 1 123.60216.70 30.90 34.68 9.32 1 147.00181.00 26.50 28.97 8.00 1 147.00136.40 20.60 21.82 6.21 1 123.60220.50 28.10 35.28 8.12 1 147.00208.60 26.90 33.38 7.78 1 147.00174.50 23.20 27.93 6.73 1 147.00160.80 21.60 25.73 6.27 1 147.00146.50 19.90 23.45 5.78 1 123.60131.70 18.10 21.08 5.26 1 123.60116.40 16.20 18.62 4.70 1 123.60


105.90 14.80 16.94 4.30 1 123.6095.10 13.40 15.22 3.89 1 123.6084.10 11.90 13.45 3.47 1 123.6072.80 10.40 11.65 3.02 1 123.60

186.10 40.80 31.01 10.52 1 147.00139.80 31.30 23.30 8.09 1 123.60142.40 15.20 23.73 5.68 1 147.00103.00 21.50 20.60 6.54 1 147.00

95.10 20.00 19.02 6.10 1 147.0086.80 18.40 17.37 5.63 1 123.6078.20 16.80 15.64 5.12 1 123.6069.20 15.00 13.85 4.57 1 123.6063.00 13.70 12.61 4.19 1 123.6056.70 12.40 11.34 3.79 1 123.6050.20 11.10 10.04 3.38 1 123.6043.50 9.60 8.71 2.95 1 123.6074.40 15.90 16.52 5.45 1 147.0068.80 14.80 15.29 5.10 1 147.0062.90 13.70 13.98 4.71 1 123.6056.80 12.50 12.62 4.30 1 123.6050.40 11.20 11.19 3.85 1 123.6045.90 10.30 10.21 3.53 1 123.6041.40 9.30 9.19 3.20 1 123.6036.70 8.30 8.15 2.86 1 123.6031.80 7.20 7.07 2.50 1 123.6036.20 8.50 9.66 3.55 1 123.6032.80 7.70 8.75 3.25 1 123.6029.20 7.00 7.79 2.92 1 123.6026.70 6.40 7.12 2.69 1 123.6024.10 5.80 6.43 2.45 1 123.6021.40 5.20 5.71 2.19 1 123.6018.60 4.60 4.97 1.92 1 123.6021.70 4.50 6.68 2.43 1 123.6019.80 4.10 6.08 2.24 1 123.6017.70 3.70 5.44 2.03 1 123.6016.20 3.50 4.99 1.88 1 123.6014.70 3.20 4.52 1.71 1 123.6013.10 2.80 4.02 1.54 1 123.60


11.40 2.50 3.51 1.35 1 123.60

roofing .4 mm const bid cost/unit total bid cost summary roof estimates

r-span roofr-span roof long span #VALUE! #VALUE! project: long span sheets qty: 0.00 sqm pcf #VALUE! project: thickness effective purlins sheet

project cost 7.50% 1.0 direct cost amount in pesos pct wt. of total purlin sp.= 0.60 style mm width m spacing cost/lmlabor unit cost 100.00 - - proj.supervision 5.00% 1.1 labor #VALUE! #VALUE! rectangular area 1 (left dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrewequipment unit cost #VALUE! #VALUE! constn facilities 2.50% 1.2 direct equipment 0.00 #VALUE! #VALUE! Purlin length Area Qty area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcsmaterial unit cost #VALUE! indirect eqpt 0% 1.3 materials #VALUE! #VALUE! 0.00 - 1.00 - 1.07 0.60 0.00 2 0.00 0roofing unit cost sub con #VALUE! miscellaneous 0% 1.4 subcontract #VALUE! #VALUE! #VALUE! 0total cost #VALUE! others 0% #VALUE! 72.50 #VALUE! rectangular area 1 (left dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###duration - indirect cost 20% area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

crew crew bonds premiums 0% 2.0 project cost 0.00 - 1.00 - 1.07 0.60 0.00 2 0.00 0labor 1 200.00 1.0 insurance premiums 0% 0

carpenter 1 300.00 escalation 0% 2.1 project supervision #VALUE! 5.0% #VALUE! rectangular area 1 (left dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###cost of money 3% 2.2 construction facilities #VALUE! 2.5% #VALUE! area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

equipment contingencies 5% 2.3 indirect equipment #VALUE! 0.0% #VALUE! 0.00 - - 1.07 0.60 0.00 2 0.00 0contractor tax 2% 2.4 miscellaneous #VALUE! 0.0% #VALUE! 0profit 10.0% #VALUE! 7.5% #VALUE! rectangular area 1 (left dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ### tile span elite 0.4 1.077 0.30 434.65

total 27.5% area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ### tile span maxi 0.4 1.077 0.35 402.45bill of materials 3.0 other costs #VALUE! 0.0% #VALUE! 0.00 - - 1.07 0.60 0.00 2 0.00 0 0.5 1.077 0.35 461.59

description qty unit unit cost amount #VALUE! 0.0% #VALUE! 0 0.6 1.077 0.35 536.470 r - span 1220 0.4 1.074 0.70 * 210.27

r-span roof - sqm 253.00 - 4.0 indirect cost rectangular area 2 long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ### 0.5 1.074 0.70 * tekscrew #VALUE! pcs 1.85 #VALUE! area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ### 0.6 1.074 0.70 * gutter spanish fab .4mm x .457 m x 8 ft #N/A pcs 340.00 #N/A 4.1 bonds premium #VALUE! 0.0% #VALUE! 0.00 - - 1.07 0.60 0.00 2 0.00 0 r - span 916 0.4 1.074 0.70 * 326ridge roll .4mm x .6 m x 8 ft #N/A pcs 227.00 #N/A 4.2 insurance premium #VALUE! 0.0% #VALUE! 0 0.5 1.074 0.70 * valley gutter fab .4mm x .457 m x 8 ft #N/A pcs 255.00 #N/A 4.3 escalation #VALUE! 0.0% #VALUE! 0 0.6 1.074 0.70 * end flashing fab 4mm x .305 m x 8 ft #N/A pcs 340.00 #N/A 4.4 cost of money #VALUE! 3.0% #VALUE! 0 super r - span 0.4 1.05 0.70 * 332.79side wall flashing fab 4mm x .305 m x 8 #N/A pcs 170.00 #N/A 4.5 contingencies #VALUE! 5.0% #VALUE! rectangular area 3 long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ### 0.5 1.05 0.70 * stainless gutter #N/A pcs 1,200.00 #N/A 4.6 contractor's tax #VALUE! 2.0% #VALUE! area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ### 0.6 1.05 0.70 * sleeves 3" dia pcs 50.00 - 4.7 profit #VALUE! 10.0% #VALUE! 0.00 - - 1.07 0.60 0.00 2 0.00 0 mega r - span 0.4 0.67 0.70 * 215.62concrete nail 1" kg 75.00 - #VALUE! 20.0% #VALUE! 0 0.5 0.67 0.70 * touch up paint - gal 515.00 - 0 0.6 0.67 0.70 * silicon #VALUE! tube 120.00 #VALUE! #VALUE! #VALUE! rectangular area 4 long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ### multi r - span 0.3 1 0.70 * rivets #VALUE! pcs 0.50 #VALUE! area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ### 0.4 1 0.70 * 221.73

0.00 - - 1.07 0.60 0.00 2 0.00 0 0.5 1 0.70 * total #VALUE! 0 0.6 1 0.70 *

0 corspan 915 0.3 0.998 0.70 * labor cost computation: 0 0.4 0.998 0.70 * 208.2

0 0.5 0.998 0.70 * 0 0.6 0.998 0.70 *

installation 5 sqm/man day 5 sqm/day triangular area 1(front) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ### corspan 915 0.3 0.998 0.70 * area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ### 0.4 0.998 0.70 * 290.05

0.00 - 1.00 - 1.07 0.60 0.00 2 0.00 0 0.5 0.998 0.70 * 0 0.6 0.998 0.70 * 0 mega clad 0.4 1 0.70 *

5 sqm/day triangular area 2 (rear) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ### 0.5 1 0.70 * area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ### 0.6 1 0.70 *

0.00 - 1.00 - 1.07 0.60 0.00 2 0.00 0material computation: 0 madrid tile roof 0.4 0.71 0.30 355.74

0 0.5 0.71 0.30 see roofing sheet triangular area 3 (left dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ### 0.6 0.71 0.30

area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###0.00 - - 1.07 0.60 0.00 2 0.00 0

00

triangular area 4 (right dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 000000

trapezoidal 1 (left) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 000

trapezoidal 2 (right) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 000

trapezoidal 3 (front dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 000

trapezoidal 4 (rear dk) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width short (m) width long (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 00000

triangular area 5 (front) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 000

triangular area 6 (left) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 000

triangular area 7 (right) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###

area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###0.00 - - 1.07 0.60 0.00 2 0.00 0

00

triangular area 8 (rear) long span puyat r span. purlin spacing (m) no of pcs tekscrew per total tekscrew ###area 1 (sqm) height (m) width (m) effective length (m) effective width (m) steel purlins sheets width length (pcs) pcs ###

0.00 - - 1.07 0.60 0.00 2 0.00 0

00


0.00 - - 1.07 0.60 0.00 2 0.00 00


0.00 - - 1.07 0.60 0.00 2 0.00 00


0.00 - - 1.07 0.60 0.00 2 0.00 00


0.00 - - 1.07 0.60 0.00 2 0.00 0

Purlin length = 0 Area = - sqm

length of front side length of letf side mlength of right side m

length of right side m *mid sag rods

09/23/98 a 6.0 spacing between purlins m *third point sag rodsb 6.0 spacing between truss mc 6.0 height of truss md 6.0 length of truss me #VALUE! length of eaves mf #VALUE! weight of roofing mg 1.2 weight of wood kpah 6.0 ll cumi 0.7 p < or =30sqm paj #VALUE! slope pak arctanl #VALUE! angle

m #VALUE! yeild strength of steelo #VALUE! modulus of elasticity mpa

#VALUE! c purlins gpa#VALUE!

fy #VALUE! he #VALUE! 75 b tw tf a w xc yc

trial section 40 5.0 7.0 8.82 6.90 1.28 0.00a1.77 designationasep c 75 x 6.9

1 w xc yc1.39

bstress computation:123.60 dl #VALUE! kpa

design loads:1.dead loads

wt of roofingix iy sx sy asep bstress bstress

ll #VALUE! kpa 75.30 12.20 20.10 4.50 1

/ 180 2.live loads###

### wl #VALUE! kpa### mm 3.wind loads

design winds: wnmm < #VALUE! safe dln = #VALUE! n/mmm < #VALUE! safe lln = #VALUE! n/m

normal loads: wln = #VALUE! n/m

dlt = #VALUE! n/mlln = #VALUE! n/m

tangential loads:d+l


load case # 1 .75(d+l+w)


load casse # 2

mn=wn(2

moments: mn= #VALUE! n-m

load case # 1mt= #VALUE! n-m

mn= #VALUE!

load case # 2 mt= #VALUE!

flexural strength: ###mpa

load case # 1 ###mpa

fbx =

fby =###

mpaload case # 2 ###

mpafbx =

fy=fby = #VALUE!

2.86

check if compact section ###

b/2tf =b/2tf < 170/sqrt(fy)

### compact!!!### mpa

mpa

fbx=0.66fyfby=0.60fy ###

check interaction equation

load case # 1 ###

load case # 2load case #1 critical

54.5981500331442#VALUE! mm

check deflection:

allow. deflection = l/180 #VALUE! mm < #VALUE!


81

long spanpuyat steel

mt=wt*l2/32

mt=wt*l2/90

height of roof<6 m

mn=wt(l)2/8

170/(fy)1/2 =

< 1.0 safe

< 1.0 safe

yn=5wnl4/384eix

yt=5wtl4/384eiy

a 6.0 length of front side m design of purlins ### desig h b tw tf a w xc yc ix iy sx sy asep bstress

b 6.0 length of letf side m w 175 x 40.2 175 175 7.5 11.0 51.21 40.20 0.00 0.00 2880.00 984.00 330.00 112.00 1c 6.0 length of right side m name of building : sample w 150 x 31.5 150 150 7.0 10.0 40.14 31.50 0.00 0.00 1640.00 563.00 219.00 75.10 1d 6.0 length of right side m purlin designation : p-1 w 150 x 21.1 150 100 6.0 9.0 26.84 21.10 0.00 0.00 1020.00 151.00 138.00 30.10 1

e #VALUE! spacing between purlins m w 150 x 14.0 150 75 5.0 7.0 17.85 14.00 0.00 0.00 666.00 49.50 88.80 13.20 1f #VALUE! spacing between truss m specifications: w 125 x 23.8 125 125 6.5 9.0 30.31 23.80 0.00 0.00 847.00 293.00 136.00 47.00 1g 1.2 height of truss m w 125 x 13.2 125 60 6.0 8.0 16.84 13.20 0.00 0.00 413.00 29.20 66.10 9.70 1h 6.0 length of truss m w 100 x 17.2 100 100 6.0 8.0 21.90 17.20 0.00 0.00 383.00 134.00 76.50 26.70 1i 0.65 length of eaves m slope of roofing : 0.40 w 100 x 9.3 100 50 5.0 7.0 11.85 9.30 0.00 0.00 187.00 14.80 37.50 5.90 1j #VALUE! weight of roofing kpa spacing of truss : 1.20 m i 200 x 50.4 200 150 9.0 16.0 64.16 50.40 0.00 0.00 4460.00 753.00 446.00 10.00 1k #VALUE! weight of wood cum spacing of purlins : 0.60 m i 200 x 26.0 200 100 7.0 10.0 33.06 26.00 0.00 0.00 2170.00 138.00 217.00 27.70 1l #VALUE! ll < or =30sqm pa weight of roofing : 77.00 pa i 180 x 23.6 180 100 6.0 10.0 30.06 23.60 0.00 0.00 1670.00 138.00 186.00 27.50 1

m #VALUE! p pa other vertical loads : 800.00 pa i 150 x 36.2 150 125 8.5 14.0 46.15 36.20 0.00 0.00 1760.00 385.00 235.00 61.60 1o #VALUE! slope wind load (normal projection) : 603.00 pa i 150 x 17.1 150 75 5.5 9.5 21.83 17.10 0.00 0.00 819.00 57.50 109.00 15.30 1

#VALUE! arctan i 100 x 16.1 125 75 5.5 9.5 20.45 16.10 0.00 0.00 538.00 57.50 86.00 15.30 1#VALUE! angle properties of wood: i 100 x 12.9 100 75 5.0 8.0 16.43 12.90 0.00 0.00 281.00 47.30 56.20 12.60 1

yeild strength of steel mpa c 180 x 21.4 180 75 7.0 10.5 27.20 21.40 2.13 0.00 1380.00 131.00 153.00 24.30 1e #VALUE! modulus of elasticity gpa type w fb fv e c 150 x 24.0 150 75 9.0 12.5 30.59 24.00 2.31 0.00 1050.00 147.00 140.00 28.30 1

trial section tanguile 3.60 13.10 1.03 8.62 c 150 x 18.6 150 75 6.5 10.0 23.71 18.60 2.28 0.00 861.00 117.00 115.00 22.40 1b (mm) d (mm) c 125 x 13.4 125 65 6.0 8.0 17.11 13.40 1.90 0.00 424.00 61.80 67.80 13.40 1

#VALUE! #VALUE! suggested section: b (mm) d (mm) c 100 x 9.4 100 50 5.0 7.5 11.92 9.40 1.54 0.00 188.00 26.00 37.60 7.50 150.00 50.00 c 75 x 6.9 75 40 5.0 7.0 8.82 6.90 1.28 0.00 75.30 12.20 20.10 4.50 1

computation: lz 255x90x25x4.7 255 90 4.7 4.7 21.34 16.75 2055.90 328.10 161.25 37.43 1 147.00result: lz 255x90x25x4.5 255 90 4.5 4.5 20.49 16.09 1979.60 317.60 155.27 36.20 1 147.00

design loads: case# 1 lz 255x90x25x4.3 255 90 4.3 4.3 19.64 15.42 1902.40 306.80 149.21 34.93 1 147.001.dead loads dl+ll governs lz 255x90x25x4.0 255 90 4.0 4.0 18.35 14.40 1784.60 290.10 139.97 32.97 1 147.00

wt of roofing dl ### kpa lz 255x90x25x3.2 255 90 3.2 3.2 14.85 11.65 1459.90 242.20 114.50 27.40 1 147.00moment lz 255x90x25x2.9 255 90 2.9 2.9 13.51 10.61 1334.00 223.00 104.63 25.19 1 147.00

mn= ### n-m mt= #VALUE! n-m lz 220x75x25x4.7 220 75 4.7 4.7 18.29 14.36 1287.70 199.60 117.06 27.47 1 147.00lz 220x75x25x4.5 220 75 4.5 4.5 17.57 13.79 1241.10 193.50 112.83 26.60 1 147.00

2.live loads shear lz 220x75x25x4.3 220 75 4.3 4.3 16.84 13.22 1193.90 187.30 108.53 25.71 1 147.00ll ### kpa vn= ### n-m vt= #VALUE! n-m lz 220x75x25x4.0 220 75 4.0 4.0 15.75 12.36 1121.60 177.50 101.96 24.32 1 147.00

lz 220x75x25x3.2 220 75 3.2 3.2 12.77 10.02 920.90 149.20 83.72 20.33 1 147.00flexural stress lz 220x75x25x2.9 220 75 2.9 2.9 11.63 9.13 842.70 137.70 76.61 18.73 1 147.00

3.wind loads fb= ### mpa < fb= #VALUE! mpa safe lz 220x75x25x2.6 220 75 2.6 2.6 10.48 8.22 762.80 125.70 69.34 17.06 1 123.60design winds: lz 220x75x25x2.3 220 75 2.3 2.3 9.31 7.31 681.20 113.20 61.93 15.33 1 123.60

wl ### kpa shear stress lz 200x75x25x4.0 200 75 4.0 4.0 14.95 11.73 894.50 177.50 89.46 24.32 1 147.00fv= ### mpa < fv= 1.03 mpa safe lz 200x75x25x3.2 200 75 3.2 3.2 12.13 9.52 735.50 149.20 73.55 20.33 1 147.00

normal loads: wn lz 200x75x20x4.0 200 75 4.0 4.0 14.55 11.42 870.50 157.40 87.05 21.56 1 147.00dln = ### n/m deflection lz 200x75x20x3.2 200 75 3.2 3.2 11.81 9.27 716.20 132.70 71.62 18.08 1 147.00lln = ### n/m y allow= l / 180 lz 200x70x20x4.7 200 70 4.7 4.7 16.41 12.88 952.80 145.40 95.28 21.50 1 147.00wln = ### n/m y actual= ### mm < y allow= #VALUE! mm safe lz 200x70x20x4.5 200 70 4.5 4.5 15.77 12.38 919.00 141.30 91.91 20.85 1 147.00

lz 200x70x20x4.3 200 70 4.3 4.3 15.12 11.87 884.70 136.90 88.47 20.18 1 147.00tangential loads: lz 200x70x20x4.0 200 70 4.0 4.0 14.15 11.11 832.10 130.10 83.21 19.14 1 147.00

dlt = ### n/m lz 200x70x20x3.2 200 70 3.2 3.2 11.49 9.02 685.30 110.10 68.53 16.10 1 147.00lln = ### n/m lz 200x70x20x2.9 200 70 2.9 2.9 10.47 8.22 627.70 101.90 62.77 14.85 1 147.00

lz 200x70x20x2.6 200 70 2.6 2.6 9.44 7.41 568.80 93.20 56.88 13.57 1 123.60lz 200x70x20x2.3 200 70 2.3 2.3 8.39 6.59 508.50 84.10 50.85 12.22 1 123.60

load case # 1 d+l lz 200x70x20x2.0 200 70 2.0 2.0 7.34 5.76 446.90 47.60 44.69 10.82 1 123.60wn = ### n/m lz 200x70x20x1.8 200 70 1.8 1.8 6.63 5.20 405.00 68.10 40.50 9.85 1 123.60wt = ### n/m lz 200x70x20x1.6 200 70 1.6 1.6 5.91 4.64 362.50 61.30 36.25 8.86 1 123.60

lz 185x50x20x3.2 185 50 3.2 3.2 9.73 7.64 464.50 44.70 50.21 9.23 1 147.00load casse # 2 .75(d+l+w) lz 185x50x20x2.3 185 50 2.3 2.3 7.13 5.60 346.90 34.80 37.50 7.12 1 123.60

wn = ### n/m lz 185x50x20x2.0 185 50 2.0 2.0 6.24 4.90 305.50 31.00 33.03 6.34 1 123.60wt = ### n/m lz 175x50x20x4.3 175 50 4.3 4.3 12.33 9.68 519.00 54.20 59.32 11.33 1 147.00

lz 175x50x20x4.0 175 50 4.0 4.0 11.55 9.07 489.50 51.90 55.94 10.81 1 147.00moments: lz 175x50x20x3.2 175 50 3.2 3.2 9.41 7.38 406.00 44.70 46.40 9.23 1 147.00

2 lz 175x50x20x2.9 175 50 2.9 2.9 8.58 6.74 372.90 41.60 42.61 8.57 1 147.00load case # 1 mn=wn(l)/8 lz 175x50x20x2.6 175 50 2.6 2.6 7.75 6.08 338.70 38.30 38.71 7.86 1 123.60

mn= ### n-m lz 175x50x20x2.3 175 50 2.3 2.3 6.90 5.41 303.60 34.80 34.70 7.12 1 123.60lz 175x50x20x2.0 175 50 2.0 2.0 6.04 4.74 267.40 31.00 30.56 6.34 1 123.60

lz 175x50x20x1.8 175 50 1.8 1.8 5.46 4.28 242.80 28.40 27.75 5.79 1 123.60mt= ### n-m lz 175x50x20x1.6 175 50 1.6 1.6 4.87 3.82 217.60 25.70 24.87 5.22 1 123.60

lz 150x75x25x4.0 150 75 4.0 4.0 12.95 10.16 454.30 177.50 60.57 24.32 1 147.00load case # 2 lz 150x75x25x3.2 150 75 3.2 3.2 10.53 8.26 375.10 149.20 50.01 20.33 1 147.00

mn= ### n-m lz 150x75x20x4.0 150 75 4.0 4.0 12.55 9.85 443.20 157.40 59.10 21.56 1 147.00lz 150x75x20x3.2 150 75 3.2 3.2 10.21 8.01 366.30 132.70 48.84 18.08 1 147.00

mt= ### n-m lz 150x65x20x4.0 150 65 4.0 4.0 11.75 9.22 400.60 106.20 53.41 16.86 1 147.00lz 150x65x20x3.2 150 65 3.2 3.2 9.57 7.51 331.80 90.20 44.24 14.22 1 147.00

shear: lz 150x65x20x2.3 150 65 2.3 2.3 7.01 5.50 247.70 69.20 33.03 10.83 1 123.60load case # 1 vn= ### n lz 150x50x20x3.2 150 50 3.2 3.2 8.61 6.76 280.10 44.70 37.34 9.23 1 147.00

lz 150x50x20x2.3 150 50 2.3 2.3 6.32 4.96 210.10 34.80 28.02 7.12 1 123.60vt= ### n lz 150x50x18x4.3 150 50 4.3 4.3 11.08 8.70 351.10 50.60 46.82 10.58 1 147.00

lz 150x50x18x4.0 150 50 4.0 4.0 10.39 8.15 331.60 48.50 44.22 10.10 1 147.00load casse # 2 vn= ### n lz 150x50x18x3.2 150 50 3.2 3.2 8.48 6.66 276.10 41.90 36.81 8.65 1 147.00

lz 150x50x18x2.9 150 50 2.9 2.9 7.74 6.08 253.90 39.00 33.85 8.04 1 147.00vt= ### n lz 150x50x18x2.6 150 50 2.6 2.6 6.99 5.49 230.90 36.00 30.79 7.38 1 123.60

flexural strength: lz 150x50x18x2.3 150 50 2.3 2.3 6.23 4.89 207.20 32.70 27.63 6.69 1 123.60lz 150x50x18x2.0 150 50 2.0 2.0 5.46 4.28 182.80 29.20 24.37 5.96 1 123.60

load case # 1 lz 150x50x18x1.8 150 50 1.8 1.8 4.94 3.87 166.10 26.80 22.14 5.45 1 123.60lz 150x50x18x1.6 150 50 1.6 1.6 4.41 3.46 149.00 24.20 19.87 4.92 1 123.60

fn = ### mpa lz 125x50x20x4.0 125 50 4.0 4.0 9.55 7.50 216.70 51.90 34.68 10.81 1 147.00lz 125x50x20x3.2 125 50 3.2 3.2 7.81 6.13 181.00 44.70 28.97 9.23 1 147.00

ft = ### mpa lz 125x50x20x2.3 125 50 2.3 2.3 5.78 4.51 136.40 34.80 21.82 7.12 1 123.60

fb= ### < ### lz 125x50x15x4.3 125 50 4.3 4.3 9.75 7.65 220.50 45.20 35.28 9.46 1 147.00lz 125x50x15x4.0 125 50 4.0 4.0 9.15 7.18 208.60 43.40 33.38 9.05 1 147.00

load case # 2 lz 125x50x15x3.2 125 50 3.2 3.2 7.49 5.88 174.50 37.70 27.93 7.78 1 147.00lz 125x50x15x2.9 125 50 2.9 2.9 6.84 5.37 160.80 35.20 25.73 7.24 1 147.00

fn = ### mpa lz 125x50x15x2.6 125 50 2.6 2.6 6.19 4.86 146.50 32.50 23.45 6.66 1 123.60lz 125x50x15x2.3 125 50 2.3 2.3 5.52 4.33 131.70 29.50 21.08 6.05 1 123.60

ft = ### mpa lz 125x50x15x2.0 125 50 2.0 2.0 4.84 3.80 116.40 26.40 18.62 5.40 1 123.60

fb= ### < ### lz 125x50x15x1.8 125 50 1.8 1.8 4.38 3.44 105.90 24.20 16.94 4.94 1 123.60lz 125x50x15x1.6 125 50 1.6 1.6 3.91 3.07 95.10 22.00 15.22 4.46 1 123.60

lz 125x50x15x1.4 125 50 1.4 1.4 3.44 2.70 84.10 19.60 13.45 3.97 1 123.60lz 125x50x15x1.2 125 50 1.2 1.2 2.97 2.33 72.80 17.10 11.65 3.46 1 123.60

shear strength lz 120x60x20x3.2 120 60 3.2 3.2 8.29 6.51 186.10 72.70 31.01 12.45 1 147.00load case # 1 vn=3*vn/2bd lz 120x60x20x2.3 120 60 2.3 2.3 6.09 4.78 139.80 56.00 23.30 9.52 1 123.60

vn= ### mpa lz 120x40x20x3.2 120 40 3.2 3.2 7.01 5.50 142.40 24.70 23.73 6.44 1 147.00vt=3*vn/2bd lz 100x50x15x3.2 100 50 3.2 3.2 6.69 5.25 103.00 37.70 20.60 7.78 1 147.00

lc 200x75x20x3.2 200 75 3.2 3.2 11.81 9.27 716.20 83.90 71.62 15.81 1 147.00lc 200x70x20x4.7 200 70 4.7 4.7 16.41 12.88 952.80 94.10 95.28 18.84 1 147.00lc 200x70x20x4.5 200 70 4.5 4.5 15.77 12.38 919.00 91.30 91.91 18.28 1 147.00lc 200x70x20x4.3 200 70 4.3 4.3 15.12 11.87 884.70 88.50 88.47 17.71 1 147.00lc 200x70x20x4.0 200 70 4.0 4.0 14.15 11.11 832.10 83.90 83.21 16.81 1 147.00lc 200x70x20x3.2 200 70 3.2 3.2 11.49 9.02 685.30 70.70 68.53 14.18 1 147.00lc 200x70x20x2.9 200 70 2.9 2.9 10.47 8.22 627.70 65.40 62.77 13.10 1 147.00lc 200x70x20x2.6 200 70 2.6 2.6 9.44 7.41 568.80 59.70 56.88 11.98 1 123.60lc 200x70x20x2.3 200 70 2.3 2.3 8.39 6.59 508.50 53.80 50.85 10.80 1 123.60lc 200x70x20x2.0 200 70 2.0 2.0 7.34 5.76 446.90 47.70 44.69 9.57 1 123.60lc 200x70x20x1.8 200 70 1.8 1.8 6.63 5.20 405.00 43.40 40.50 8.72 1 123.60lc 200x70x20x1.6 200 70 1.6 1.6 5.91 4.64 362.50 39.10 36.25 7.85 1 123.60lc 185x50x20x3.2 185 50 3.2 3.2 9.73 7.64 464.50 30.10 50.21 8.33 1 147.00lc 185x50x20x2.3 185 50 2.3 2.3 7.13 5.60 346.90 23.30 37.50 6.45 1 123.60lc 185x50x20x2.0 185 50 2.0 2.0 6.24 4.90 305.50 20.80 33.03 5.74 1 123.60lc 175x50x20x4.3 175 50 4.3 4.3 12.33 9.68 519.00 36.20 59.32 10.12 1 147.00lc 175x50x20x4.0 175 50 4.0 4.0 11.55 9.07 489.50 34.60 55.94 9.67 1 147.00lc 175x50x20x3.2 175 50 3.2 3.2 9.41 7.38 406.00 29.60 46.40 8.28 1 147.00lc 175x50x20x2.9 175 50 2.9 2.9 8.58 6.74 372.90 27.50 42.61 7.70 1 147.00lc 175x50x20x2.6 175 50 2.6 2.6 7.75 6.08 338.70 25.30 38.71 7.08 1 123.60lc 175x50x20x2.3 175 50 2.3 2.3 6.90 5.41 303.60 22.90 34.70 6.41 1 123.60lc 175x50x20x2.0 175 50 2.0 2.0 6.04 4.74 267.40 20.40 30.56 5.71 1 123.60lc 175x50x20x1.8 175 50 1.8 1.8 5.46 4.28 242.80 18.70 27.75 5.23 1 123.60lc 175x50x20x1.6 175 50 1.6 1.6 4.87 3.82 217.60 16.90 24.87 4.72 1 123.60lc 150x75x25x4.0 150 75 4.0 4.0 12.95 10.16 454.30 99.60 60.57 20.55 1 147.00lc 150x75x25x3.2 150 75 3.2 3.2 10.53 8.26 375.10 83.50 50.01 17.25 1 147.00lc 150x75x20x4.0 150 75 4.0 4.0 12.55 9.85 443.20 90.70 59.10 18.16 1 147.00lc 150x75x20x3.2 150 75 3.2 3.2 10.21 8.01 366.30 76.30 48.84 15.29 1 147.00lc 150x65x20x4.0 150 65 4.0 4.0 11.75 9.22 400.60 63.40 53.41 14.44 1 147.00lc 150x65x20x3.2 150 65 3.2 3.2 9.57 7.51 331.80 53.70 44.24 12.23 1 147.00lc 150x65x20x2.3 150 65 2.3 2.3 7.01 5.50 247.70 41.00 33.03 9.36 1 123.60lc 150x50x20x3.2 150 50 3.2 3.2 8.61 6.76 280.10 28.20 37.34 8.16 1 147.00lc 150x50x20x2.3 150 50 2.3 2.3 6.32 4.96 210.10 21.80 28.02 6.32 1 123.60lc 150x50x18x4.3 150 50 4.3 4.3 11.08 8.70 351.10 32.60 46.82 9.30 1 147.00lc 150x50x18x4.0 150 50 4.0 4.0 10.39 8.15 331.60 31.20 44.22 8.89 1 147.00lc 150x50x18x3.2 150 50 3.2 3.2 8.48 6.66 276.10 26.80 36.81 7.64 1 147.00lc 150x50x18x2.9 150 50 2.9 2.9 7.74 6.08 253.90 24.90 33.85 7.11 1 147.00lc 150x50x18x2.6 150 50 2.6 2.6 6.99 5.49 230.90 22.90 30.79 6.54 1 123.60lc 150x50x18x2.3 150 50 2.3 2.3 6.23 4.89 207.20 20.80 27.63 5.94 1 123.60lc 150x50x18x2.0 150 50 2.0 2.0 5.46 4.28 182.80 18.50 24.37 5.30 1 123.60lc 150x50x18x1.8 150 50 1.8 1.8 4.94 3.87 166.10 17.00 22.14 4.85 1 123.60lc 150x50x18x1.6 150 50 1.6 1.6 4.41 3.46 149.00 15.30 19.87 4.38 1 123.60lc 125x50x20x4.0 125 50 4.0 4.0 9.55 7.50 216.70 30.90 34.68 9.32 1 147.00lc 125x50x20x3.2 125 50 3.2 3.2 7.81 6.13 181.00 26.50 28.97 8.00 1 147.00lc 125x50x20x2.3 125 50 2.3 2.3 5.75 4.51 136.40 20.60 21.82 6.21 1 123.60lc 125x50x15x4.3 125 50 4.3 4.3 9.75 7.65 220.50 28.10 35.28 8.12 1 147.00lc 125x50x15x4.0 125 50 4.0 4.0 9.15 7.18 208.60 26.90 33.38 7.78 1 147.00lc 125x50x15x3.2 125 50 3.2 3.2 7.49 5.88 174.50 23.20 27.93 6.73 1 147.00lc 125x50x15x2.9 125 50 2.9 2.9 6.84 5.37 160.80 21.60 25.73 6.27 1 147.00lc 125x50x15x2.6 125 50 2.6 2.6 6.19 4.86 146.50 19.90 23.45 5.78 1 123.60lc 125x50x15x2.3 125 50 2.3 2.3 5.52 4.33 131.70 18.10 21.08 5.26 1 123.60lc 125x50x15x2.0 125 50 2.0 2.0 4.84 3.80 116.40 16.20 18.62 4.70 1 123.60lc 125x50x15x1.8 125 50 1.8 1.8 4.38 3.44 105.90 14.80 16.94 4.30 1 123.60lc 125x50x15x1.6 125 50 1.6 1.6 3.91 3.07 95.10 13.40 15.22 3.89 1 123.60lc 125x50x15x1.4 125 50 1.4 1.4 3.44 2.70 84.10 11.90 13.45 3.47 1 123.60lc 125x50x15x1.2 125 50 1.2 1.2 2.97 2.33 72.80 10.40 11.65 3.02 1 123.60lc 120x60x20x3.2 120 60 3.2 3.2 8.29 6.51 186.10 40.80 31.01 10.52 1 147.00lc 120x60x20x2.3 120 60 2.3 2.3 6.09 4.78 139.80 31.30 23.30 8.09 1 123.60lc 120x40x20x3.2 120 40 3.2 3.2 7.01 5.50 142.40 15.20 23.73 5.68 1 147.00lc 100x50x15x3.2 100 50 3.2 3.2 6.69 5.25 103.00 21.50 20.60 6.54 1 147.00lc 100x50x15x2.9 100 50 2.9 2.9 6.12 4.80 95.10 20.00 19.02 6.10 1 147.00lc 100x50x15x2.6 100 50 2.6 2.6 5.54 4.35 86.80 18.40 17.37 5.63 1 123.60lc 100x50x15x2.3 100 50 2.3 2.3 4.94 3.88 78.20 16.80 15.64 5.12 1 123.60lc 100x50x15x2.0 100 50 2.0 2.0 4.34 3.40 69.20 15.00 13.85 4.57 1 123.60lc 100x50x15x1.8 100 50 1.8 1.8 3.93 3.08 63.00 13.70 12.61 4.19 1 123.60lc 100x50x15x1.6 100 50 1.6 1.6 3.51 2.76 56.70 12.40 11.34 3.79 1 123.60lc 100x50x15x1.4 100 50 1.4 1.4 3.09 2.43 50.20 11.10 10.04 3.38 1 123.60lc 100x50x15x1.2 100 50 1.2 1.2 2.67 2.09 43.50 9.60 8.71 2.95 1 123.60lc 90x45x15x3.2 90 45 3.2 3.2 6.05 4.75 74.40 15.90 16.52 5.45 1 147.00lc 90x45x15x2.9 90 45 2.9 2.9 5.54 4.35 68.80 14.80 15.29 5.10 1 147.00lc 90x45x15x2.6 90 45 2.6 2.6 5.02 3.94 62.90 13.70 13.98 4.71 1 123.60lc 90x45x15x2.3 90 45 2.3 2.3 4.48 3.52 56.80 12.50 12.62 4.30 1 123.60lc 90x45x15x2.0 90 45 2.0 2.0 3.94 3.09 50.40 11.20 11.19 3.85 1 123.60lc 90x45x15x1.8 90 45 1.8 1.8 3.57 2.80 45.90 10.30 10.21 3.53 1 123.60lc 90x45x15x1.6 90 45 1.6 1.6 3.19 2.51 41.40 9.30 9.19 3.20 1 123.60lc 90x45x15x1.4 90 45 1.4 1.4 2.81 2.21 36.70 8.30 8.15 2.86 1 123.60lc 90x45x15x1.2 90 45 1.2 1.2 2.43 1.90 31.80 7.20 7.07 2.50 1 123.60lc 75x38x15x2.6 75 38 2.6 2.6 4.26 3.35 36.20 8.50 9.66 3.55 1 123.60lc 75x38x15x2.3 75 38 2.3 2.3 3.82 3.00 32.80 7.70 8.75 3.25 1 123.60lc 75x38x15x2.0 75 38 2.0 2.0 3.36 2.64 29.20 7.00 7.79 2.92 1 123.60lc 75x38x15x1.8 75 38 1.8 1.8 3.05 2.39 26.70 6.40 7.12 2.69 1 123.60lc 75x38x15x1.6 75 38 1.6 1.6 2.73 2.14 24.10 5.80 6.43 2.45 1 123.60lc 75x38x15x1.4 75 38 1.4 1.4 2.41 1.89 21.40 5.20 5.71 2.19 1 123.60lc 75x38x15x1.2 75 38 1.2 1.2 2.08 1.63 18.60 4.60 4.97 1.92 1 123.60lc 65x30x15x2.6 65 30 2.6 2.6 3.59 2.81 21.70 4.50 6.68 2.43 1 123.60lc 65x30x15x2.3 65 30 2.3 2.3 3.22 2.53 19.80 4.10 6.08 2.24 1 123.60lc 65x30x15x2.0 65 30 2.0 2.0 2.84 2.23 17.70 3.70 5.44 2.03 1 123.60lc 65x30x15x1.8 65 30 1.8 1.8 2.58 2.02 16.20 3.50 4.99 1.88 1 123.60lc 65x30x15x1.6 65 30 1.6 1.6 2.31 1.82 14.70 3.20 4.52 1.71 1 123.60lc 65x30x15x1.4 65 30 1.4 1.4 2.04 1.60 13.10 2.80 4.02 1.54 1 123.60lc 65x30x15x1.2 65 30 1.2 1.2 1.77 1.39 11.40 2.50 3.51 1.35 1 123.60

type w fb fv eapitong 5.40 13.00 1.36 5.76guijo 6.40 17.10 1.89 6.67mahogany 5.30 13.00 2.13 3.67mayapis 3.40 11.00 0.73 8.14molave 6.50 18.90 2.27 5.15narra 4.90 14.20 1.51 4.68lauan 3.50 10.90 1.17 4.59tanguile 3.60 13.10 1.03 8.62w.lauan 3.50 11.00 1.03 7.72yakal 7.30 19.30 1.96 7.70

height of roof<6 m

mn=wt(l)2/8

ok?

ok?.:load case #2 is more critical

document.xlsTRUSSES04/17/2023

IINNPPUUTT

VVAALLUUEESS BILL OF MATERIALS

length wt per m no of pcs by 6mHH - 4.47 - EE - 3.64 - RR 0.00 3.49 - EE 0.00 2.68 -

0 - 3.46 - 2.43 - 1.89 -

0


#N/A

INPUT VALUES HERELength TOTAL

QTY King post Top chord Bottom chordT-1 1 0T-2 1 0T-3 1 0T-4 1 0T-5 1 0T-6 1 0R-1 1 0R-2 1 0R-3 1 0R-4 1 0R-5 1 0HT-1 1 0HT-2 1 0HT-3 1 0HT-4 1 0HT-5 1 0HT-6 1 0HT-7 1 0HT-8 1 0Bottom chord brace Length 0


SIZE L 2" x 2" x 3/16" 0MEMBER

VERT QTY V LENGTH DIA LENGTH TOTALT-1 0.00 0.000 0 0T-2 0.00 0.000 0 0T-3 0.00 0.000 0 0T-4 0.00 0.000 0 0T-5 0.00 0.000 0 0T-6 0.00 0.000 0 0HT-1 0.00 0.000 0 0HT-2 0.00 0.000 0 0HT-3 0.00 0.000 0 0HT-4 0.00 0.000 0 0HT-5 0.00 0.000 0 0HT-6 0.00 0.000 0 0HT-7 0.00 0.000 0 0HT-8 0.00 0.000 0 0

SIZE L 1 1/2" x 1 1/2" x 3/16” 0

LENGTH OF BOTTOM CHORD


steel trusses & c purlins const bid cost/unit total bid cost

angular & lc purlinsangular & lc purlins #DIV/0! #DIV/0!unit cost qty 0.00 kg pcf #DIV/0!

project cost 7.5%labor unit cost 10.37 - - proj.supervision 5.00%equipment unit cost #DIV/0! #N/A #N/A constn facilities 2.50%material unit cost #N/A #DIV/0! indirect eqpt 0%steel truss unit cost #DIV/0! sub con #DIV/0! miscellaneous 0%total cost #DIV/0! others 0%duration - indirect cost 20% crew crew bonds premiums 0%

labor 2 200.00 4.0 insurance premiums 0%welder 1 300.00 escalation 0%

cost of money 3%equipment contingencies 5%

welding machine 2 650.00 contractor tax 2%profit 10.0%

total 27.5%BILL OF MATERIALS

description qty unit unit cost amountL 2" x 2" x ¼" - kg 29.64 - L 2" x 2" x 3/16" - kg 24.73 - L 1 1/2" x 1 1/2" x 1/4” - kg 25.55 - L 1 1/2" x 1 1/2" x 3/16” - kg 21.14 - welding rod - kg 100.00 - c purlins 2"x 6" ga 16 - kg 22.64 - c purlins 2"x 4" ga 16 - kg 28.81 - c purlins 2"x 3" ga 16 - kg 33.51 - flat bar 11/2" x 3/16" - pcs 245.00 - Red oxide - gal 305.00 - Paint thinner - gal 190.00 -


10 mm dia - pcs 125.00 - fascia board lc 2" x 10" #N/A pcs 320.00 #N/A

- total wt - kg

total #N/A


fabricate/install 45 pcs/day

45 pcs/day



miscellaneous


summary

project:

1.0 direct cost amount in pesos pct wt. of total1.1 labor 0.00 ### #DIV/0!1.2 direct equipment #DIV/0! ### #DIV/0!1.3 materials #N/A #N/A #N/A1.4 subcontract 0.00 ### #DIV/0!

#DIV/0! 72.50 #DIV/0!

2.0 project cost

2.1 project supervision #DIV/0! 5.0% #DIV/0!2.2 construction facilities #DIV/0! 2.5% #DIV/0!2.3 indirect equipment #DIV/0! 0.0% #DIV/0!2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

#DIV/0! 7.5% #DIV/0!

3.0 other costs #DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

4.0 indirect cost

4.1 bonds premium #DIV/0! 0.0% #DIV/0!4.2 insurance premium #DIV/0! 0.0% #DIV/0!4.3 escalation #DIV/0! 0.0% #DIV/0!4.4 cost of money #DIV/0! 3.0% #DIV/0!



#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


INPUT C.R. DIMENSION ( in m)

LENGTH no. of unitWIDTH Width of doorHEIGHT

description area qty unit unit cost amountglazed tiles 8” x 12” 0.00 0.00 pcs 18.50 - unglazed tiles 8” x 8” 0.00 0.00 pcs 12.00 - border tiles 3” x 8” 0.00 0.00 pcs 18.00 - cement 0.00 0.00 bags 205.00 - sand 0.00 0.00 cum 500.00 - grout 0.00 0.00 bags 60.00 - tile trim 0.00 0.00 pcs 50.00 -

area 0.00 -

tile works const bid cost/unit

tiles @ grnd flr t & btiles @ grnd flr t & b #DIV/0!unit cost qty: 0.00

labor unit cost 200.00 - - equipment unit cost #DIV/0! #DIV/0!material unit cost #DIV/0!tilework unit cost #DIV/0! sub con total cost #DIV/0!duration -


tilesetter 1 300.00

equipment


total


install 2.5

2.5


MANUAL COMPUTATION

Area = 0 SqmCeramic tiles size 8” x 8”



Wage per skilled = 300 Per day

capacity per crew = 2.5 sqm/daylabor unit cost = ( labor+skilled)

capacity

=(1)(200)+(1)(300)

(2.5)labor unit cost = 200 php/sqm

Labor cost = - PhpDuration = Area

Capacity x crew

=(0)

(2.5)(1)


material computation:l w/ border tiles = #N/A m grout factor:

area = 0 Sqm unglazed factor:cement factor: 0.24 bag/sqm glazed factor:

sand factor: 0.02 cum/sqm border tiles factor:cement: (0) x(0.24) unit cost

= 0 bags 205sand: (0) x (0.02)

= 0 cum 500grout: (0) x (0.2)

= 0 bags 60unglazed tiles: (25) x (0)

= 0 pc 18.5glazed tiles: (25) x (0)

= 0 pc 12border tiles : 0 pc #N/A



- PhpTotal unit cost |:Labor cost + material cost

Area

#DIV/0! php/sqm


#DIV/0! #DIV/0! project:sqm pcf #DIV/0!

project cost 7.5% 1.0 direct costproj.supervision 5.00% 1.1 laborconstn facilities 2.50% 1.2 direct equipmentindirect eqpt 0% 1.3 materialsmiscellaneous 0% 1.4 subcontract


bonds premiums 0% 2.0 project costinsurance premiums 0%escalation 0% 2.1 project supervisioncost of money 3% 2.2 construction facilitiescontingencies 5% 2.3 indirect equipmentcontractor tax 2% 2.4 miscellaneousprofit 10.0%

total 27.5%total 5.0% 3.0 other costs


4.0 indirect cost

4.1 bonds premium P- 4.2 insurance premium

4.3 escalation4.4 cost of money

labor cost computation: 4.5 contingencies4.6 contractor's tax

sqm/day 4.7 profit

sqm/daysqm/day


0.2 bag/sqm25 pc/sqm25 pc/sqm

5 pc/lmCost

-

-

-

-

- #N/A

- #DIV/0!


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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


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




area 0.00 -


#DIV/0!unit cost qty: 0.00



tilesetter 1 300.00

equipment


total


install 2.5

2.5


MANUAL COMPUTATION




tiles @ 2tiles @ 2ndnd flr t & b flr t & b



=(1)(200)+(1)(300)



Capacity x crew

=(0)

(2.5)(1)





= 0 bags 205sand: (0) x (0.02)

= 0 cum 500grout: (0) x (0.2)







Area

#DIV/0! php/sqm








4.0 indirect cost




sqm/day 4.7 profit

sqm/daysqm/day



5 pc/lmCost

-

-

-

-

- #N/A

- #DIV/0!


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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!






area 0.00 -


tiles @ masters bedroomtiles @ masters bedroom #DIV/0!unit cost qty: 0.00



tilesetter 1 300.00

equipment


total


install 2.5

2.5


MANUAL COMPUTATION




Wage per skilled = 300 Per day

capacity per crew = 2.5 sqm/daylabor unit cost = ( labor+skilled)

capacity

=(1)(200)+(1)(300)



Capacity x crew

=(0)

(2.5)(1)





= 0 bags 205sand: (0) x (0.02)

= 0 cum 500grout: (0) x (0.2)







Area

#DIV/0! php/sqm








4.0 indirect cost




sqm/day 4.7 profit

sqm/daysqm/day



5 pc/lmCost

-

-

-

-

- #N/A

- #DIV/0!


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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!



document.xlsTILES AT KIT04/17/2023

tile works

tiles @ kitchen countertiles @ kitchen counterunit cost

description area qty unit unit cost amountceramic 8 x 8 0.000 pcs 12.00 - labor unit cost 200.00 border 3 x 8 0.000 pcs 18.00 - equipment unit costtile trim 0.000 pcs 60.00 - material unit cost #DIV/0!cement scratch coat 3/4" 0.00 0.000 bags 205.00 - tilework unit cost #DIV/0!sand 0.00 0.000 cum 500.00 - total cost #DIV/0!grout 0 0 bags 60.00 0 duration -

area 0.00 - crew labor 1

tilesetter 1

equipment



install



MANUAL COMPUTATION

Area = 0Ceramic tiles size 8” x 8”


Crew = 1Wage per labor = 200

Wage per skilled = 300capacity per crew = 2.5


=(1)(200)+(1)(300)

(2.5)labor unit cost = 200

Labor cost = - Duration = Area

Capacity x crew

=(0)

(2.5)(1)

Duration = 0Say= 0

material computation:l w/ border tiles = #N/A

area = 0cement factor: 0.24

sand factor: 0.02


cement: (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 : 0Total material cost =


#N/ATotal unit cost |:Labor cost + material cost

Area

#N/A



#DIV/0! #DIV/0! project:qty: 0.00 sqm pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos - - proj.supervision 5.00% 1.1 labor 0.00

#DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00indirect eqpt 0% 1.3 materials #DIV/0!

sub con miscellaneous 0% 1.4 subcontract 0.00others 0% #DIV/0!indirect cost 20%

crew bonds premiums 0% 2.0 project cost200.00 1.0 insurance premiums 0%300.00 escalation 0% 2.1 project supervision #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0!contingencies 5% 2.3 indirect equipment #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0!profit 10.0% #DIV/0!

total 27.5%total 5.0% 3.0 other costs #DIV/0!

bill of materials #DIV/0!unit unit cost amount

4.0 indirect cost

4.1 bonds premium #DIV/0!total P- 4.2 insurance premium #DIV/0!

4.3 escalation #DIV/0!4.4 cost of money #DIV/0!

labor cost computation: 4.5 contingencies #DIV/0!4.6 contractor's tax #DIV/0!

2.5 sqm/day 4.7 profit #DIV/0!#DIV/0!

#DIV/0!sqm/day

2.5 sqm/day



Sqm

Per dayPer daysqm/day

( labor+skilled)

(1)(200)+(1)(300)

php/sqmPhp

Capacity x crew

DaysDays

m grout factor: 0.2 bag/sqmSqm lazed factor: 25 pc/sqmbag/sqm lazed factor: 25 pc/sqmcum/sqm tiles factor: 5 pc/lm


unit cost Costbags 500 -

cum 60 -

bags #N/A #N/A

pc 60 -

pc 205 - pc #N/A #N/A

#N/A#N/A


PhpLabor cost + material cost

Area

php/sqm


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

72.50 #DIV/0!

5.0% #DIV/0!2.5% #DIV/0!0.0% #DIV/0!0.0% #DIV/0!7.5% #DIV/0!

0.0% #DIV/0!0.0% #DIV/0!

0.0% #DIV/0!0.0% #DIV/0!0.0% #DIV/0!3.0% #DIV/0!5.0% #DIV/0!2.0% #DIV/0!

10.0% #DIV/0!20.0% #DIV/0!

#DIV/0!

document.xlsKIT COUNTER04/17/2023

kitchen counterkitchen counterunit cost

description area qty unit unit cost amountPATECO CABINET DOOR 0.000 pcs 275.00 - labor unit cost 1,000.00 CONCEALED HINGES 0.00 0.000 pcs 36.00 - equipment unit costHANDLE 0.00 0.000 pcs 25.00 - material unit cost #N/ACATCHES 0.00 0.000 pcs 5.00 - tilework unit cost #N/Acement slab 100 mm thick 0.00 0.000 bags 205.00 - total cost #N/Asand 0.00 0.000 cum 500.00 - duration - gravel 0.00 0.000 cum 700.00 - crew chb 5" 1.26 16.380 pcs 8.00 131.04 labor 110mmrsb 3.23 0.538 pcs 115.00 61.81 tilesetter 1

cabinet jamb #N/A bdft 36.00 #N/A equipmentvolume 0.00 #N/A

slabWIDTH 0.6LENGTH bill of materialsHEIGHT 1.05 description qty


install



MANUAL COMPUTATION






=(1)(200)+(1)(300)



Capacity x crew

=(0)

(0.5)(1)

Duration = 0Say= 0

material computation:l w/ border tiles = 3.225


sand factor: 0.02


cement: (0) x(0.24)= 0

sand: (0) x (0.02)= 0

grout: (0) x (0.2)= 0






Area

#N/A



#N/A #N/A project:qty: lot pcf #N/A


#N/A #N/A constn facilities 2.50% 1.2 direct equipment 0.00indirect eqpt 0% 1.3 materials #N/A

sub con miscellaneous 0% 1.4 subcontract 0.00others 0% #N/Aindirect cost 20%

crew bonds premiums 0% 2.0 project cost200.00 1.0 insurance premiums 0%300.00 escalation 0% 2.1 project supervision #N/A

cost of money 3% 2.2 construction facilities #N/Acontingencies 5% 2.3 indirect equipment #N/Acontractor tax 2% 2.4 miscellaneous #N/Aprofit 10.0% #N/A

total 27.5%total 5.0% 3.0 other costs #N/A

bill of materials #N/Aunit unit cost amount

4.0 indirect cost

4.1 bonds premium #N/Atotal #N/A 4.2 insurance premium #N/A

4.3 escalation #N/A4.4 cost of money #N/A

labor cost computation: 4.5 contingencies #N/A4.6 contractor's tax #N/A

0.5 cum/day 4.7 profit #N/A#N/A

#N/Acum/day

0.5 cumday



Sqm


( labor+skilled)

(1)(200)+(1)(300)

php/sqmPhp

Capacity x crew

DaysDays



unit cost Costbags #N/A #N/A

cum 205 -

bags 500 -

pc 25 -

pc 5 - pc 115 -

#N/A#N/A



Area

php/sqm


pct wt. of total#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A72.50 #N/A

5.0% #N/A2.5% #N/A0.0% #N/A0.0% #N/A7.5% #N/A

0.0% #N/A0.0% #N/A

0.0% #N/A0.0% #N/A0.0% #N/A3.0% #N/A5.0% #N/A2.0% #N/A

10.0% #N/A20.0% #N/A

#N/A

document.xlsnook counter04/17/2023

nook counternook counterunit cost

description area qty unit unit cost amountPATECO CABINET DOOR 0.000 pcs 275.00 - labor unit cost 1,000.00 CONCEALED HINGES 0.00 0.000 pcs 36.00 - equipment unit costHANDLE 0.00 0.000 pcs 25.00 - material unit cost #N/ACATCHES 0.00 0.000 pcs 5.00 - tilework unit cost #N/Acement slab 100 mm thick 0.00 0.000 bags 205.00 - total cost #N/Asand 0.00 0.000 cum 500.00 - duration - gravel 0.00 0.000 cum 700.00 - crew chb 5" 1.26 16.380 pcs 8.00 131.04 labor 110mmrsb 3.23 0.538 pcs 115.00 61.81 tilesetter 1cabinet jamb #N/A bdft 36.00 #N/A

volume 0.00 #N/A equipment

slabWIDTH 0.6LENGTHHEIGHT 1.05 bill of materials

description qty


install



MANUAL COMPUTATION






=(1)(200)+(1)(300)



Capacity x crew

=(0)

(0.5)(1)

Duration = 0Say= 0

material computation:l w/ border tiles = 3.225


sand factor: 0.02


cement: (0) x(0.24)= 0

sand: (0) x (0.02)= 0

grout: (0) x (0.2)= 0






Area

#N/A



#N/A #N/A project:qty: lot pcf #N/A


#N/A #N/A constn facilities 2.50% 1.2 direct equipment 0.00indirect eqpt 0% 1.3 materials #N/A

sub con miscellaneous 0% 1.4 subcontract 0.00others 0% #N/Aindirect cost 20%

crew bonds premiums 0% 2.0 project cost200.00 1.0 insurance premiums 0%300.00 escalation 0% 2.1 project supervision #N/A

cost of money 3% 2.2 construction facilities #N/Acontingencies 5% 2.3 indirect equipment #N/Acontractor tax 2% 2.4 miscellaneous #N/Aprofit 10.0% #N/A

total 27.5%total 5.0% 3.0 other costs #N/A

bill of materials #N/Aunit unit cost amount

4.0 indirect cost

4.1 bonds premium #N/Atotal #N/A 4.2 insurance premium #N/A

4.3 escalation #N/A4.4 cost of money #N/A

labor cost computation: 4.5 contingencies #N/A4.6 contractor's tax #N/A

0.5 cum/day 4.7 profit #N/A#N/A

#N/Acum/day

0.5 cumday



Sqm


( labor+skilled)

(1)(200)+(1)(300)

php/sqmPhp

Capacity x crew

DaysDays



unit cost Costbags #N/A #N/A

cum 205 -

bags 500 -

pc 25 -

pc 5 - pc 115 -

#N/A#N/A



Area

php/sqm


pct wt. of total#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A72.50 #N/A

5.0% #N/A2.5% #N/A0.0% #N/A0.0% #N/A7.5% #N/A

0.0% #N/A0.0% #N/A

0.0% #N/A0.0% #N/A0.0% #N/A3.0% #N/A5.0% #N/A2.0% #N/A

10.0% #N/A20.0% #N/A

#N/A

document.xlsTILEKS NOOK04/17/2023

tile works

nook (granite slab)nook (granite slab)unit cost

description area qty unit unit cost amountGranite slab 0.000 pcs 6,500.00 - labor unit cost 200.00 cement scratch coat 3/4" 0.00 0.000 bags 205.00 - equipment unit costsand 0.00 0.000 cum 500.00 - material unit cost #DIV/0!

area 0.00 - tilework unit cost #DIV/0!total cost #DIV/0!duration -

crew labor 1

tilesetter 1

equipment



install




miscellaneous



#DIV/0! #DIV/0! project:qty: 0.00 sqm pcf #DIV/0!


#DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00indirect eqpt 0% 1.3 materials #DIV/0!

sub con miscellaneous 0% 1.4 subcontract 0.00others 0% #DIV/0!indirect cost 20%



total 27.5%total 5.0% 3.0 other costs #DIV/0!

bill of materials #DIV/0!unit unit cost amount

4.0 indirect cost

4.1 bonds premium #DIV/0!4.2 insurance premium #DIV/0!

total P- 4.3 escalation #DIV/0!4.4 cost of money #DIV/0!4.5 contingencies #DIV/0!

labor cost computation: 4.6 contractor's tax #DIV/0!4.7 profit #DIV/0!

2.5 sqm/day #DIV/0!

#DIV/0!

sqm/day2.5 sqm/day





72.50 #DIV/0!


0.0% #DIV/0!0.0% #DIV/0!


10.0% #DIV/0!20.0% #DIV/0!

#DIV/0!

document.xlsCEILING INT04/17/2023

ceiling const bid cost/unit

interior ceilinginterior ceiling #DIV/0!unit cost qty: 0.00

description qty width length area labor unit cost - - m m sqm equipment unit cost #DIV/0! #DIV/0!

material unit cost - ceiling works unit cost - sub con #DIV/0! - total cost - - duration - - crew crew - labor 1 200.00 1.0 - carpenter 1 300.00 - - equipment - - - - bill of materials - description qty unit

4.5 MM THK IN METAL FURRING 0 SQ.M.total -

total



5.00



miscellaneous




project cost 7.5% 1.0 direct cost amount in pesosproj.supervision 5.00% 1.1 labor 0.00 ###constn facilities 2.50% 1.2 direct equipment 0.00 ###indirect eqpt 0% 1.3 materials 0.00 ###miscellaneous 0% 1.4 subcontract #DIV/0! ###




unitcost amount #DIV/0! 0.0%450.00 0.00

0.00 4.0 indirect cost0.00

4.1 bonds premium #DIV/0! 0.0%4.2 insurance premium #DIV/0! 0.0%4.3 escalation #DIV/0! 0.0%4.4 cost of money #DIV/0! 3.0%4.5 contingencies #DIV/0! 5.0%4.6 contractor's tax #DIV/0! 2.0%4.7 profit #DIV/0! 10.0%




sqm/day





#DIV/0!#DIV/0!


#DIV/0!

document.xlsCEILING EXT04/17/2023

ceiling const bid cost/unit

exterior ceilingexterior ceiling #DIV/0!unit cost qty: 0.00

description qty width length area labor unit cost - - m m sqm equipment unit cost #DIV/0! #DIV/0!

material unit cost - ceiling works unit cost - sub con #DIV/0! - total cost - - duration - - crew crew - labor 1 200.00 1.0 - carpenter 1 300.00 - - equipment - - - - bill of materials - description qty unit

total - 4.50 THK FLEXBOARD IN METAL 0 SQM.FURRING

total



5.00



miscellaneous




project cost 7.5% 1.0 direct cost amount in pesosproj.supervision 5.00% 1.1 labor 0.00 ###constn facilities 2.50% 1.2 direct equipment 0.00 ###indirect eqpt 0% 1.3 materials 0.00 ###miscellaneous 0% 1.4 subcontract #DIV/0! ###




unitcost amount #DIV/0! 0.0%550.00 0.00

4.0 indirect cost

4.1 bonds premium #DIV/0! 0.0%4.2 insurance premium #DIV/0! 0.0%4.3 escalation #DIV/0! 0.0%4.4 cost of money #DIV/0! 3.0%4.5 contingencies #DIV/0! 5.0%4.6 contractor's tax #DIV/0! 2.0%4.7 profit #DIV/0! 10.0%




sqm/day





#DIV/0!#DIV/0!


#DIV/0!

painting works CONST BID COST/unit TOTAL BID COST SUMMARY

enamel enamel 3.0 COATS P160.59 119.34 PROJECT:UNIT COST qty: 0.74 SQM PCF 1.38

DESCRIPTION AREA (sqm) Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALcornice - labor unit cost 20.00 14.86 14.86 Proj.Supervision 5.00% 1.1 Labor 14.86 12.45 12.45interior ceiling - equipment unit cost 20.74 20.74 Constn Facilities 2.50% 1.2 Direct Equipment 0.00 0.00 0.00windows 1 - material unit cost 96.43 Indirect Eqpt 0% 1.3 Materials 71.66 60.05 60.05stair railings - painting unit cost 116.43 sub con Miscellaneous 0% 1.4 Subcontract 0.00 0.00 0.00doors - total cost 86.52 Others 0% 86.52 72.50 72.50counter cabinet duration 0.03 Indirect Cost 20%bedroom closet crew crew Bonds Premiums 0% 2.0 PROJECT COSTacu grills 0.74 labor 1 200.00 1.0 Insurance Premiums 0%grilles - painter 1 300.00 Escalation 0% 2.1 Project Supervision 5.97 5.0% 5.00exterior ceiling - Cost of Money 3% 2.2 Construction Facilities 2.98 2.5% 2.50trellis Contingencies 5% 2.3 Indirect Equipment 0.00 0.0% 0.00hand rail - Contractor Tax 2% 2.4 Miscellaneous 0.00 0.0% 0.00

TOTAL 0.74 Profit 10.0% 8.95 7.5% 7.50Total 27.5%

3.0 OTHER COSTS 0 0.0% 0.00bill of materials 0 0.0% 0.00

description qty unit unit cost amountenamel paint flat 0.03 gal 465.00 13.82 4.0 INDIRECT COSTquick dry enamel 0.06 gal 515.00 30.62 paint thinner 0.02 gal 190.00 3.74 4.1 Bonds Premium 0.00 0.0% 0.00glazing putty 0.03 gal 545.00 16.20 4.2 Insurance Premium 0.00 0.0% 0.00sand paper 0.07 pcs 10.00 0.74 4.3 Escalation 0.00 0.0% 0.00tin tin color 0.03 1/4 quart 95.00 2.82 4.4 Cost of Money 3.58 3.0% 3.00stopa 0.074315178662 kgs 50.00 3.72 4.5 Contingencies 5.97 5.0% 5.00

4.6 Contractor's Tax 2.39 2.0% 2.004.7 Profit 11.93 10.0% 10.00

23.87 20.0% 20.00

total 71.66 119.34 100.00


ENAMEL/spreading rate 1man/20sqm/day 0.40 MH/sqmWALL preparation 1man/40sqm/day 0.20 MH/sqm

MH/sqm

25.00.

material computation:description spreading ratepaint thinner .10lit/sqm 0.03 gal/sqmenamel paint 0.15 lit/sqm/coat 0.04 gal/sqmglazing putty 0.05lit/sqm 0.04 gal/sqmsand paper 0.10pc/sqm 0.10 ps/sqm

Miscellaneous

document.xlsPLUMBINGWARE FIXTURES04/17/2023

plumbing works

plumbing wares & fixtuplumbing wares & fixtuunit cost qty:

description qty unit unit cost amount labor unit cost 500.00 -

set 5,500.00 - equipment unit cost #DIV/0!

set 4,400.00 - material unit cost #DIV/0!

set 2,099.75 - plumbing unit cost #DIV/0! sub con

set 790.00 - total cost #DIV/0!duration -

total 0.00 - crew no of item 0.00 labor 1 200.00

tile setter 1 300.00

bill of materials

total

labor cost computation

water closet & lavatory package (emperor)

water closet & lavatory package (skylark)kitchen sink double tub

kitchen sink single tub




miscellaneous



#DIV/0! #DIV/0! project:0.00 wc pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos - proj.supervision 5.00% 1.1 labor 0.00

#DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00

indirect eqpt 0% 1.3 materials #DIV/0!

miscellaneous 0% 1.4 subcontract 0.00

others 0% #DIV/0!indirect cost 20%

crew bonds premiums 0% 2.0 project cost1.0 insurance premiums 0%

escalation 0% 2.1 project supervision #DIV/0!cost of money 3% 2.2 construction facilities #DIV/0!contingencies 5% 2.3 indirect equipment #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0!profit 10.0% #DIV/0!

total 27.5%bill of materials 3.0 other costs #DIV/0!

#DIV/0!

4.0 indirect cost

P- 4.1 bonds premium #DIV/0!4.2 insurance premium #DIV/0!4.3 escalation #DIV/0!4.4 cost of money #DIV/0!

labor cost computation 4.5 contingencies #DIV/0!4.6 contractor's tax #DIV/0!4.7 profit #DIV/0!

#DIV/0!

#DIV/0!1




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

### #DIV/0!

### #DIV/0!

### #DIV/0!

72.50 #DIV/0!


0.0% #DIV/0!0.0% #DIV/0!


10.0% #DIV/0!20.0% #DIV/0!

#DIV/0!

document.xlsPLUMBING104/17/2023

plumbing works

rough-in ground rough-in ground unit cost

item no.item no. description description qty qty unit unit unit cost unit cost amount amount labor unit cost equipment unit cost

fresh water line 3/4" dia blue pipe pc/s 100.00 - material unit cost 1/2" dia blue pipe pc/s 55.00 - plumbing unit cost 1/2" dia gi tee pc/s 13.00 - total cost 3/4 x 1/2" dia gi tee reducer pc/s 25.00 - duration 1/2" dia gi elbow 90 pc/s 15.00 - crew kitchen sink faucet pc/s 699.75 - labor shower faucet pc/s 350.00 - plumbershower head /valve pc/s 520.00 - teflon tape pc/s 10.00 - gate valve 3/4" pc/s 320.00 - 1/2" x 3/8" gi reducer pc/s 15.00 - 3" x 1/2" dia nipple pc/s 13.00 - 3/4" x 1/2dia gi elbow reducer pc/s 15.00 - 3/4"dia coupling pc/s 11.00 - bill of materials3/4"dia tee pc/s 25.00 - description3/4"dia elbow pc/s 15.00 -

Sewer line2"dia upvcpipe pc/s 170.00 - 4"dia upvc pipe pc/s 450.00 - p- trap 2" dia pc/s 62.00 - wye reducer 4" x 2" dia pc/s 90.00 - labor cost computation:wye 4" dia pc/s 138.00 - elbow 45 - 4" dia pc/s 74.00 - elbow 45 - 2" dia pc/s 24.00 - elbow 90 - 4" dia pc/s 85.00 - elbow 90 - 2" dia pc/s 26.00 - tee reducer 4" x 2" dia pc/s 85.00 - c. o. adoptor & plug 4" dia pc/s 65.00 - tee 4" dia pc/s 118.00 - solvent cement 100 cc can 75.00 -


coupling 4" pvc pc/s 53.00 - floor drain stainer pc/s 80.00 - material computation:coupling 2" pvc pc/s 18.00 -

-

summary

project:

1.0 direct cost

1.11.21.31.4

2.0 project cost

2.1


2.22.32.4

3.0 other costs

4.0 indirect cost

4.14.24.34.44.54.64.7



#DIV/0! #DIV/0! project:qty: wc pcf #DIV/0!

project cost 7.5% 1.0 direct cost2,000.00 - - proj.supervision 5.00% 1.1

#DIV/0! #DIV/0! constn facilities 2.50% 1.2

#DIV/0! indirect eqpt 0% 1.3#DIV/0! sub con miscellaneous 0% 1.4

#DIV/0! others 0% - indirect cost 20%

crew bonds premiums 0% 2.0 project cost1 200.00 1.0 insurance premiums 0%1 300.00 escalation 0% 2.1

cost of money 3% 2.2contingencies 5% 2.3contractor tax 2% 2.4profit 10.0%


qty unit unit cost amount

4.0 indirect cost

total P- 4.14.24.3

labor cost computation: 4.44.5

4.64.7

0.25




materials #DIV/0! #DIV/0! #DIV/0!labor 0.00 #DIV/0! #DIV/0!direct equipment #DIV/0! #DIV/0! #DIV/0!subcontract 0.00 #DIV/0! #DIV/0!

#DIV/0! 68.50 #DIV/0!

project supervision #DIV/0! 5.0% #DIV/0!


construction facilities #DIV/0! 2.5% #DIV/0!indirect equipment #DIV/0! 0.0% #DIV/0!miscellaneous #DIV/0! 0.0% #DIV/0!

#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

bonds premium #DIV/0! 0.0% #DIV/0!insurance premium #DIV/0! 0.0% #DIV/0!escalation #DIV/0! 0.0% #DIV/0!cost of money #DIV/0! 3.0% #DIV/0!contigencies #DIV/0! 5.0% #DIV/0!contractor's tax #DIV/0! 1.0% #DIV/0!profit #DIV/0! 15.0% #DIV/0!

#DIV/0! 24.0% #DIV/0!

#DIV/0! #DIV/0!


amount in pesos pct wt. of totallabor 0.00 ### #DIV/0!direct equipment 0.00 ### #DIV/0!

materials #DIV/0! ### #DIV/0!subcontract 0.00 ### #DIV/0!

#DIV/0! 72.50 #DIV/0!

project supervision #DIV/0! 5.0% #DIV/0!construction facilities #DIV/0! 2.5% #DIV/0!indirect equipment #DIV/0! 0.0% #DIV/0!miscellaneous #DIV/0! 0.0% #DIV/0!

#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

bonds premium #DIV/0! 0.0% #DIV/0!insurance premium #DIV/0! 0.0% #DIV/0!escalation #DIV/0! 0.0% #DIV/0!cost of money #DIV/0! 3.0% #DIV/0!contingencies #DIV/0! 5.0% #DIV/0!

contractor's tax #DIV/0! 2.0% #DIV/0!profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


plumbing works

rough-in second frough-in second funit cost


fresh water line 3/4" dia blue pipe pc/s 100.00 - material unit cost 1/2" dia blue pipe pc/s 55.00 - plumbing unit cost 1/2" dia gi tee pc/s 13.00 - total cost 3/4 gi tee pc/s 25.00 - duration 1/2" dia gi elbow 90 pc/s 15.00 - crew kitchen sink faucet pc/s 470.00 - labor shower faucet pc/s 350.00 - plumbershower head /valve pc/s 520.00 - teflon tape pc/s 10.00 - 3/4" x 1/2" gi tee reducer pc/s 25.00 - 1/2" x 3/8 gi reducer pc/s 15.00 - 2" x 1/2" dia nipple pc/s 13.00 - 3/4" x 1/2dia gi elbow reducer pc/s 15.00 - 3/4"dia coupling pc/s 11.00 - bill of materials3/4"dia tee pc/s 25.00 - description3/4"dia elbow pc/s 15.00 -

Sewer line2"dia upvcpipe pc/s 170.00 - 4"dia upvc pipe pc/s 450.00 - p- trap 2" dia pc/s 62.00 - wye reducer 4" x 2" dia pc/s 90.00 - wye 4" dia pc/s 138.00 - labor cost computation:elbow 45 - 4" dia pc/s 74.00 - elbow 45 - 2" dia pc/s 24.00 - elbow 90 - 4" dia pc/s 85.00 - elbow 90 - 2" dia pc/s 26.00 - tee reducer 4" x 2" dia pc/s 85.00 - c. o. adoptor & plug 4" dia pc/s 65.00 - tee 4" dia pc/s 118.00 - solvent cement 100 cc can 75.00 -


floor drain stainer pc/s 80.00 - coupling 4" pvc pc/s 53.00 - coupling 2" pvc pc/s 18.00 - material computation:

-

summary

project:

1.0 direct cost

1.11.21.31.4

2.0 project cost


2.12.22.32.4

3.0 other costs

4.0 indirect cost

4.14.24.34.44.54.64.7












4.0 indirect cost

4.1total P- 4.2

4.34.4

labor cost computation: 4.5

4.64.7

0.25





#DIV/0! 68.50 #DIV/0!



#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! 24.0% #DIV/0!

#DIV/0! #DIV/0!




#DIV/0! 72.50 #DIV/0!


#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!



#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


plumbing works

rough-in atticrough-in atticunit cost


fresh water line 3/4" dia blue pipe pc/s 100.00 - material unit cost 1/2" dia blue pipe pc/s 55.00 - plumbing unit cost 1/2" dia gi tee pc/s 13.00 - total cost 3/4 gi tee pc/s 25.00 - duration 1/2" dia gi elbow 90 pc/s 15.00 - crew kitchen sink faucet pc/s 470.00 - labor shower faucet pc/s 350.00 - plumbershower head / valve pc/s 520.00 - teflon tape pc/s 10.00 - 3/4" x 1/2" gi tee reducer pc/s 25.00 - 1/2" x 3/8 gi reducer pc/s 15.00 - 2" x 1/2" dia nipple pc/s 13.00 - 3/4" x ½ dia gi elbow reducer pc/s 15.00 - 3/4"dia coupling pc/s 11.00 - bill of materials3/4"dia tee pc/s 25.00 - description3/4"dia elbow pc/s 15.00 -

Sewer line2"dia upvcpipe pc/s 170.00 - 4"dia upvc pipe pc/s 450.00 - p- trap 2" dia pc/s 62.00 - wye reducer 4" x 2" dia pc/s 90.00 - labor cost computation:wye 4" dia pc/s 138.00 - elbow 45 - 4" dia pc/s 74.00 - elbow 45 - 2" dia pc/s 24.00 - elbow 90 - 4" dia pc/s 85.00 - elbow 90 - 2" dia pc/s 26.00 - tee reducer 4" x 2" dia pc/s 85.00 - c. o. adoptor & plug 4" dia pc/s 65.00 - tee 4" dia pc/s 118.00 - solvent cement 100 cc can 75.00 -


floor drain stainer pc/s 80.00 - coupling 4" pvc pc/s 53.00 - material computation:coupling 2" pvc pc/s 18.00 -

-

sanimold extra-orange (moldex)4” upvc 490.003” upvc 300.002” upvc 245.00p-tap 2” 71.00clean-out with plug 4” 39.00clean-out with plug 2” 14.004” tee 90.002” tee 24.50tee reducer 4" x 2" dia 73.50wye reducer 4" x 2" dia 66.50wye 4” 84.00elbow 45 - 2" dia 14.00elbow 45 – 4" dia 40.00elbow 90 - 2" dia 17.00elbow 90 - 4" dia 53.00elbow 3” 33.00 summary4” elbow 53.004” c.o. 39.00

project:

1.0 direct cost

1.11.21.31.4

2.0 project cost

2.1


2.22.32.4

3.0 other costs

4.0 indirect cost

4.14.24.34.44.54.64.7












4.0 indirect cost

total P- 4.14.24.3

labor cost computation: 4.44.5

4.64.7

0.25





#DIV/0! 68.50 #DIV/0!

project supervision #DIV/0! 5.0% #DIV/0!


construction facilities #DIV/0! 2.5% #DIV/0!indirect equipment #DIV/0! 0.0% #DIV/0!miscellaneous #DIV/0! 0.0% #DIV/0!

#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! 24.0% #DIV/0!

#DIV/0! #DIV/0!




#DIV/0! 72.50 #DIV/0!


#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!



#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


septic tank installation & pipesseptic tank installation & pipes #DIV/0! #DIV/0! project:septic tank set 10,400.00 - unit cost qty: 0.00 bt pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescriptiondescription qtyqty unitunit unit costunit cost amountamount labor unit cost 500.00 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0!

septic tank 0.00 set - - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0!

4" dia upvc pipes pcs 450.00 - bath tub unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0!4" dia upvc tee pcs 118.00 - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!4" dia upvc co/cover pcs 65.00 - duration - indirect cost 20%4" dia upvc coupling pcs 53.00 - crew crew bonds premiums 0% 2.0 project cost4" dia upvc elbow pcs 85.00 - labor 1 200.00 1.0 insurance premiums 0%solvent cement 100cc can 75.00 - tile setter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!total - contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!

contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!profit 10.0% #DIV/0! 7.5% #DIV/0!

volume total 27.5%quantity width length depth bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!

0 1.2 2.4 1.5 description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!

4.0 indirect costtotal P-


labor cost computation cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

1 #DIV/0! #DIV/0!


miscellaneous

document.xlscatch basin & downspout04/17/2023


catch basin & downspcatch basin & downsp #DIV/0! #DIV/0!unit cost qty: 0.00 cum pcf #DIV/0!

project cost 7.5%labor unit cost 250.00 - - proj.supervision 5.00%equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50%material unit cost #DIV/0! indirect eqpt 0%septic tank #DIV/0! sub con miscellaneous 0%total cost #DIV/0! others 0%duration - indirect cost 20%

crew crew bonds premiums 0%labor 1 200.00 1.0 insurance premiums 0%mason 1 300.00 escalation 0%



total #DIV/0!

labor cost computation:concreting 2 cum/ day 0 250 0chb laying 5.5 sqm/day 0 90.9090909090909 0formworks 8 sqm/day 0 62.5 0

rebars 100 kg/day 0 5 0plastering 12 sqm/day 0 41.6666666666667 0

2 0#DIV/0!



0


miscellaneous


summary

project:

1.0 direct cost amount in pesos pct wt. of total1.1 labor 0.00 ### #DIV/0!1.2 direct equipment 0.00 ### #DIV/0!1.3 materials #DIV/0! ### #DIV/0!1.4 subcontract 0.00 ### #DIV/0!

#DIV/0! 72.50 #DIV/0!

2.0 project cost


#DIV/0! 7.5% #DIV/0!


4.0 indirect cost

4.1 bonds premium #DIV/0! 0.0% #DIV/0!4.2 insurance premium #DIV/0! 0.0% #DIV/0!4.3 escalation #DIV/0! 0.0% #DIV/0!4.4 cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


item no. 16 description length height opening area no of chb mix

m m m sqm pcs septic tank

4"chbunits front 0.80 1.90 0.00 0.00 0.0 b

left 3.00 1.90 0.00 0.00 0.0 bright 3.00 1.90 0.00 0.00 0.0 brear 0.80 1.90 0.00 0.00 0.0 bpartition 1.60 1.90 0.00 0.00 0.0 b5"chb 0.00 0.00 0.0

catch basin length height opening area no of chb mixunits front 0.50 0.40 0.00 0.0 0.0 b

left 0.50 0.40 0.00 0.0 0.0 bright 0.50 0.40 0.00 0.0 0.0 brear 0.50 0.40 0.00 0.0 0.0 b

0.00 0.00 0.0plastering septic tank 1/2" thick

length height opening area no of chb mixfront 0.80 1.90 0.00 0.00 0.0 bleft 3.00 1.90 0.00 0.00 0.0 bright 3.00 1.90 0.00 0.00 0.0 brear 0.80 1.90 0.00 0.00 0.0 bpartition 1.60 1.90 0.00 0.00 0.0 b

0.00 0.00 0.0plastering catch basin 1/2" thick

length height opening area no of chb mixfront 0.50 0.40 0.00 0.0 0.0 bleft 0.50 0.40 0.00 0.0 0.0 bright 0.50 0.40 0.00 0.0 0.0 brear 0.50 0.40 0.00 0.0 0.0 b

0.00 0.00 #VALUE!

concrete length width thickness volume mix cement sandslab1 3 0.8 0.1 0 b 0 0slab2 2 0.8 0.1 0 b 0 0rebars length1 no pcs length2 no pcs total tiewireslab 2 0 1 0 1 #DIV/0! 0.0forms length width area pw lumber nails


3 0.8 0 0 0 0.0

pipes & fittingsitem description qty unit

1 3" dia upvc pipe pcs2 3" dia upvc elbow pcs3 3" dia upvc coupling pcs4 solvent cement 100cc can

billof materialsitem description qty unit unitcost amount

1 4"chb 0 pcs 7.00 - 2 4"chb 0 pcs 7.00 - 3 4" dia upvc pipes 0 pcs 450.00 - 4 4" dia upvc tee 1 pcs 118.00 141.60 5 4" dia upvc co/cover 0 pcs 65.00 - 6 4" dia upvc coupling 0 pcs 53.00 - 7 4" dia upvc elbow 0 pcs 85.00 - 8 3" dia upvc pipe 0 pcs 120.00 - 9 3" dia upvc elbow 0 pcs 25.00 -

10 3" dia upvc coupling 0 pcs 10.00 - 11 solvent cement 100cc 0 can 75.00 - 12 form lumber 0 bd ft 20.00 - 13 9mmrsb 0.0000 pcs 80.00 - 14 tie wire 0 kg 60.00 1.13 15 cement 0 bags 205.00 - 16 sand 0 cum 500.00 - 17 assorted nails 0.00 kg 50.00 - 18 plywood 1/4 ord 0.00 pcs 275.00 - 19 10 mm dia #DIV/0! pcs 115.00 #DIV/0!

volume0.00

material cost: #DIV/0!


0.00 material unit cost: #DIV/0!labor unit cost: #DIV/0!


cement sand 9mmrsbhor 9mmrsbvert tiewire

bags cum m m kg

0.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.00 0.0000.00 0.000 0.00 0.000 0.000

cement sand 9mmrsbhor 9mmrsbvert tiewire0.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.00 0.0000.00 0.00 0.00 0.000 0.000

cement sand0.000 0.0000.000 0.0000.000 0.0000.000 0.0000.000 0.0000.00 0.000

cement sand0.000 0.0000.000 0.0000.000 0.0000.000 0.0000.00 0.000

document.xlselectrical104/17/2023

CHINT electrical works

8 BRANCHES 1746 SET (1-60A 5-20A 1-16A) ground floorground floor10 BRANCHES 2957 SET (1-60A 7-20A 2-16A) unit cost12 BRANCHES 4349 SET (1-100A 9-20A 2-16A)14 BRANCHES 4624 SET (1-100A 10-20A 3-16A) labor unit cost

equipment unit cost item no.item no. descriptiondescription qty qty unitunit unit costunit cost amountamount material unit cost

electrical works unit cost 1 8 BRANCHES (CHINT) SET 1,746.00 - total cost 2 10 BRANCHES (CHINT) SET 2,957.00 - duration 3 12 BRANCHES (CHINT) SET 4,349.00 - crew 4 14 BRANCHES (CHINT) SET 4,624.00 - labor 5 #8 awg stranded wire roll/s 4,645.00 - electrician6 #10 awg stranded wire roll/s 4,455.00 - 7 #12 awg stranded wire roll/s 2,910.00 - 8 #14 awg stranded wire roll/s 1,635.00 - 9 f h 1/2 dia 0.0 roll/s 750.00 -

10 fh 3/4 dia 0.0 roll/s 950.00 - 11 utility box 2x4 0.0 pc/s 18.00 - bill of materials12 junction box 4" with cover 0.0 pc/s 25.00 - 13 c o t slot 0.0 pc/s 25.00 - 14 c o plate pc/s 25.00 - 15 switch quitematic (royu) 0.0 pc/s 35.00 - 16 plate cover 1-gang pc/s 25.00 - 17 plate cover 2-gang pc/s 25.00 - 18 plate cover 3-gang pc/s 25.00 - 19 clamp pc/s 2.50 - labor cost computation:20 electrical tape big 1.0 pc/s 25.00 25.00 21 conc nail 0.5 kg 75.00 37.50 22 gi wire ga # 18 0.5 kg 60.00 30.00 23 receptacle pc/s 28.00 - 24 acu outlet pc/s 240.00 -

total : 92.50

total 0.0



½ upvc 68.25 pc/3m¾ upvc 104.75 pc/3melbow ½ 9 pc/selbow ¾ 15 pc/sSocket / coupling ½ 3 pc/sSocket / coupling ¾ 5 pc/smale threaded adaptor ½ 4.75 pc/smale threaded adaptor ¾ 6.5 pc/s


const bid cost/co total bid cost summary

#DIV/0! #DIV/0! project:qty: lot pcf #DIV/0!


#DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment#DIV/0! indirect eqpt 0% 1.3 materials

electrical works unit cost sub con #DIV/0! miscellaneous 0% 1.4 subcontract#DIV/0! others 0%

- indirect cost 20%crew bonds premiums 0% 2.0 project cost

1 200.00 1.0 insurance premiums 0%1 300.00 escalation 0% 2.1 project supervision

cost of money 3% 2.2 construction facilitiescontingencies 5% 2.3 indirect equipmentcontractor tax 2% 2.4 miscellaneousprofit 10.0%


4.0 indirect cost

total P92.50 4.1 bonds premium

4.2 insurance premiumlabor cost computation: 4.3 escalation

4.4 cost of money4.5 contingencies

2 co/day 4.6 contractor's tax4.7 profit

2




miscellaneous


amount in pesos pct wt. of total### #DIV/0!

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

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


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

#DIV/0! 0.0% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!#DIV/0! 3.0% #DIV/0!#DIV/0! 5.0% #DIV/0!#DIV/0! 2.0% #DIV/0!#DIV/0! 10.0% #DIV/0!#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


electrical works

second floorsecond floorunit cost

labor unit cost 250.00 equipment unit cost

item no.item no. descriptiondescription qty qty unitunit unit costunit cost amountamount material unit cost #DIV/0!electrical works unit cost

1 breaker box 10 branches unit/s 900.00 - total cost #DIV/0!2 breaker switch 15a pair/s 295.00 - duration - 3 breaker switch 20a pair/s 295.00 - crew 4 breaker switch 30a pair/s 295.00 - labor 15 breaker switch 40a pair/s 295.00 - electrician 16 breaker switch 60a pair/s 420.00 - 7 #8 awg stranded wire roll/s 4,645.00 - 8 #10 awg stranded wire roll/s 4,455.00 - 9 #12 awg stranded wire roll/s 2,910.00 -

10 #14 awg stranded wire roll/s 1,635.00 - 11 f h 1/2 dia 0.0 roll/s 750.00 - bill of materials12 fh 3/4 dia 0.0 roll/s 950.00 - 16 utility box 2x4 0.0 pc/s 18.00 - 17 junction box 4" with cover 0.0 pc/s 25.00 - 18 c o t slot 0.0 pc/s 25.00 - 19 C o plate pc/s 25.00 - 20 switch quitematic (royu) 0.0 pc/s 35.00 - 21 plate cover 1-gang pc/s 25.00 - labor cost computation:22 plate cover 2-gang pc/s 25.00 - 23 plate cover 3-gang pc/s 25.00 - 24 clamp pc/s 2.50 - 25 electrical tape big 1.0 pc/s 25.00 25.00 26 conc nail 0.5 kg 75.00 37.50 27 gi wire ga # 18 1.0 kg 60.00 60.00 28 receptacle pc/s 28.00 - 29 acu outlet pc/s 240.00 - 30 3 way switch (royu) pc/s 85.00 0

.total : 122.50 material computation:


total 0.0

miscellaneous



#DIV/0! #DIV/0! project:qty: co pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos - - proj.supervision 5.00% 1.1 labor

#DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment 0.00indirect eqpt 0% 1.3 materials

sub con #DIV/0! miscellaneous 0% 1.4 subcontract #DIV/0!others 0% #DIV/0!indirect cost 20%




#DIV/0!

4.0 indirect costtotal P122.50

4.1 bonds premium #DIV/0!

labor cost computation: 4.2 insurance premium #DIV/0!4.3 escalation #DIV/0!4.4 cost of money #DIV/0!

2 co/day 4.5 contingencies #DIV/0!4.6 contractor's tax #DIV/0!4.7 profit #DIV/0!

#DIV/0!2

#DIV/0!





72.50 #DIV/0!


0.0% #DIV/0!0.0% #DIV/0!

0.0% #DIV/0!


10.0% #DIV/0!20.0% #DIV/0!

#DIV/0!


electrical works

atticatticunit cost

labor unit cost 250.00 equipment unit cost

item no.item no. descriptiondescription qty qty unitunit unit costunit cost amountamount material unit cost #DIV/0!1 breaker box 10 branches unit/s 900.00 - electrical works unit cost 2 breaker switch 15a pair/s 295.00 - total cost #DIV/0!3 breaker switch 20a pair/s 295.00 - duration 0.50 4 breaker switch 30a pair/s 295.00 - crew 5 breaker switch 40a pair/s 295.00 - labor 16 breaker switch 60a pair/s 420.00 - electrician 17 #8 awg stranded wire roll/s 4,645.00 - 8 #10 awg stranded wire roll/s 4,455.00 - 9 #12 awg stranded wire roll/s 2,910.00 -

10 #14 awg stranded wire roll/s 1,635.00 - 11 f h 1/2 dia 0.0 roll/s 750.00 - 12 fh 3/4 dia 0.0 roll/s 950.00 - bill of materials16 utility box 2x4 0.0 pc/s 18.00 - 17 junction box 4" with cover 0.0 pc/s 25.00 - 18 c o t slot (royu) 0.0 pc/s 25.00 - 19 c o plate pc/s 25.00 - 20 switch quitematic (royu) 0.0 pc/s 35.00 - 21 plate cover 1-gang pc/s 25.00 - 22 plate cover 2-gang pc/s 25.00 - 23 plate cover 3-gang pc/s 25.00 - 24 clamp pc/s 2.50 - labor cost computation:25 electrical tape big 1.0 pc/s 25.00 25.00 26 conc nail 0.5 kg 75.00 37.50 27 gi wire ga # 18 kg 60.00 - 28 receptacle pc/s 28.00 - 29 acu outlet pc/s 240.00 - 30 3 way switch (royu) pc/s 85.00 0

.total : 62.50

total 0.0




miscellaneous



#DIV/0! #DIV/0! project:qty: 1.00 co pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos250.00 250.00 proj.supervision 5.00% 1.1 labor#DIV/0! 400.00 constn facilities 2.50% 1.2 direct equipment 0.00

indirect eqpt 0% 1.3 materialssub con #DIV/0! miscellaneous 0% 1.4 subcontract #DIV/0!

others 0% #DIV/0!indirect cost 20%




#DIV/0!

4.0 indirect cost

4.1 bonds premium #DIV/0!total P62.50

4.2 insurance premium #DIV/0!4.3 escalation #DIV/0!

labor cost computation: 4.4 cost of money #DIV/0!4.5 contingencies #DIV/0!4.6 contractor's tax #DIV/0!

2 co/day 4.7 profit #DIV/0!#DIV/0!

#DIV/0!2





72.50 #DIV/0!


0.0% #DIV/0!0.0% #DIV/0!

0.0% #DIV/0!


10.0% #DIV/0!20.0% #DIV/0!

#DIV/0!

floor finishes const bid cost/unit total bid cost summary

wood parquet ( narra ) wood parquet ( narra ) classb #N/A #N/A project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #N/A

0.00 project cost 0.08 1.0 direct cost amount in pesos pct wt. of total0.00 labor unit cost 0.00 0.00 proj.supervision 0.05 1.10 labor 0.00 #N/A #N/A0.00 equipment unit cost #DIV/0! #N/A constn facilities 0.03 1.20 direct equipment 0.00 #N/A #N/A0.00 material unit cost indirect eqpt 0.00 1.30 materials 0.00 #N/A #N/A0.00 tile works unit cost #N/A sub con #N/A miscellaneous 0.00 1.40 subcontract #N/A #N/A #N/A0.00 total cost others 0.00 #N/A 72.50 #N/A0.00 duration 0.00 indirect cost 0.200.00 crew crew bonds premiums 0.00 2.0 project cost0.00 labor 1.00 1.00 insurance premiums 0.000.00 tilesetter 2.00 300.00 escalation 0.00 2.10 project supervision #N/A 0.05 #N/A0.00 cost of money 0.03 2.20 construction facilities #N/A 0.03 #N/A0.00 contingencies 0.05 2.30 indirect equipment #N/A 0.00 #N/A0.00 500.00 contractor tax 0.02 2.40 miscellaneous #N/A 0.00 #N/A0.00 profit 0.10 #N/A 0.08 #N/A0.00 total 0.28

bill of materials 3.0 other costs #N/A 0.00 #N/Atotal volume 0.00 description qty unit unit cost amount #N/A 0.00 #N/A

wood parquet ( narra ) 3/8" 0.00 sqft 85.00 0.000.00 4.0 indirect cost

narra strip #N/A pc/s 200.00 #N/A4.10 bonds premium #N/A 0.00 #N/A4.20 insurance premium #N/A 0.00 #N/A

total #N/A 4.30 escalation #N/A 0.00 #N/A4.40 cost of money #N/A 0.03 #N/A4.50 contingencies #N/A 0.05 #N/A

labor cost computation: 4.60 contractor's tax #N/A 0.02 #N/A4.70 profit #N/A 0.10 #N/A

scratch coat 1 man/6 sqm/ day mh / sq m #N/A 0.20 #N/Atile installation 1 man/4 sqm/ day 2.00 mh / sq mcleaning 1 man/16 sqm/ day mh / sq m #N/A #N/A

2.00 mh / sq m4.00 sq m /day

32.00 sq m /daymaterial computation:

scratch coat 20.00 1:2

cement 0.36 bag/sqmsand 0.02 cum/sqmadhesives 0.07 gal/sqmcement for grout of tiles joint 0.10 bag/sqmwood parquet 11.11 pcs/sqmmuriatic acid 0.01 gal/sqm

miscellaneous

floor finishes

ceramic tiles 16” x 16”ceramic tiles 16” x 16”descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost

- - labor unit cost - equipment unit cost - material unit cost - tile works unit cost - total cost - duration - crew - labor - tilesetter -

bill of materialstotal volume - description

Ceramic 16 x 16

groutcementsand


scratch coattile installationcleaning


scratch coat

cementsandadhesivescement for grout of tiles jointtilesmuriatic acid


classb #DIV/0! #DIV/0!qty: 0.00 sqm pcf #DIV/0!


#DIV/0! #DIV/0! constn facilities 2.50%#DIV/0! indirect eqpt 0%#DIV/0! sub con miscellaneous 0%


crew bonds premiums 0%1 200.00 1.0 insurance premiums 0%1 300.00 escalation 0%



qty unit unit cost amount - pcs 55.00 -

- gal 60.00 - - bag 205.00 - - cum 500.00 -

total P-


1 man/6 sqm/ day 1.33 mh / sqm1 man/6 sqm/ day 1.33 mh / sqm1 man/18 sqm/ day 0.44 mh / sqm

3.00 mh / sqm


20 1:2

0.36 bag/sqm0.02 cum/sqm0.07 gal/sqm0.10 bag/sqm6.25 pcs/sqm0.01 gal/sqm

miscellaneous

summary

project:


#DIV/0! 72.50 #DIV/0!

2.0 project cost


#DIV/0! 7.5% #DIV/0!


4.0 indirect cost


#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!

floor finishes

granite 16” x 16”granite 16” x 16”descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost

- - labor unit cost - equipment unit cost - material unit cost - tile works unit cost - total cost - duration - crew - labor - tilesetter -

bill of materialstotal volume - description

granito 16” x 16” (ground)

groutcementsand




scratch coat



classb #DIV/0! #DIV/0!qty: 0.00 sqm pcf #DIV/0!








- gal 60.00 - - bag 205.00 - - cum 500.00 -

total P-



3.00 mh / sqm


20 1:2

0.36 bag/sqm0.02 cum/sqm0.07 gal/sqm0.10 bag/sqm6.25 pcs/sqm0.01 gal/sqm

miscellaneous

summary

project:


#DIV/0! 72.50 #DIV/0!

2.0 project cost


#DIV/0! 7.5% #DIV/0!


4.0 indirect cost


#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!

floor finishes

ceramic tiles 12” x 12" (balcony, carport & lanai)ceramic tiles 12” x 12" (balcony, carport & lanai)descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit costcarport - porch - labor unit cost lanai - equipment unit cost balcony - material unit cost pasemano - tile works unit cost

total cost total volume - duration

crew labor

tilesetter

bill of materialsdescription

ceramic tilestile trimgroutcementsand




scratch coat



ceramic tiles 12” x 12" (balcony, carport & lanai)ceramic tiles 12” x 12" (balcony, carport & lanai) #DIV/0! #DIV/0!qty: 0.00 sqm pcf #DIV/0!








pcs 50.00 - - gal 60.00 - - bag 205.00 - - cum 500.00 -

total P-



3.00 mh / sqm


20 1:2

0.36 bag/sqm0.02 cum/sqm0.07 gal/sqm0.10 bag/sqm

11.11 pcs/sqm0.01 gal/sqm

miscellaneous

summary

project:


#DIV/0! 72.50 #DIV/0!

2.0 project cost


#DIV/0! 7.5% #DIV/0!


4.0 indirect cost


#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!

water proofing const bid cost/unit total bid cost summary

water proofing (balcony & CR)water proofing (balcony & CR) classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m vol. cu.m.vol. cu.m. area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

Balcony 0.00 0.00 project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totalCr-2 0.00 0.00 labor unit cost 20.00 - - proj.supervision 0.05 1.1 labor 0.00 #DIV/0! #DIV/0!Cr-master bedroom 0.00 0.00 equipment unit cost #DIV/0! #DIV/0! constn facilities 0.03 1.2 direct equipment 0.00 #DIV/0! #DIV/0!

material unit cost #DIV/0! indirect eqpt - 1.3 materials #DIV/0! #DIV/0! #DIV/0!total volume 0.00 0.00 water proofing unit cost #DIV/0! sub con miscellaneous - 1.4 subcontract 0.00 #DIV/0! #DIV/0!

total cost #DIV/0! others - #DIV/0! 72.50 #DIV/0!duration - indirect cost 0.20

crew crew bonds premiums - 2.0 project costlabor 1.00 200.00 1.00 insurance premiums -

tilesetter 1.00 300.00 escalation - 2.1 project supervision #DIV/0! 5.0% #DIV/0!cost of money 0.03 2.2 construction facilities #DIV/0! 2.5% #DIV/0!contingencies 0.05 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 0.02 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!profit 0.10 #DIV/0! 7.5% #DIV/0!

total 0.28 bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!

description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!

4.0 indirect cost

BRUSH BOND 0.00 Pack 360.00 0.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0!4.2 insurance premium #DIV/0! 0.0% #DIV/0!

total P- 4.3 escalation #DIV/0! 0.0% #DIV/0!4.4 cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!

labor cost computation: 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

mh / sqm #DIV/0! 20.0% #DIV/0!frosroc application by brush 25.00 mh / sqm

mh / sqm #DIV/0! #DIV/0!

25.00 sq m / day


miscellaneous

descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm - - - -

Total -

floor finishes const bid cost/unit

red cement finish red cement finish classb #DIV/0!unit cost qty: 0.00

labor unit cost 23.44 - - equipment unit cost #DIV/0! #DIV/0!material unit cost #DIV/0!tile works unit cost #DIV/0! sub con total cost #DIV/0!duration -


tilesetter 1 300.00


red cement 0 bags 150.00

total


Spreading 1 man/64 sq m 0.13troweling 1 man / 32 sq m 0.25

0.3821.33


scratch coat 20 1:2

red cement 0.17

miscellaneous








4.0 indirect cost

4.1 bonds premiumtotal P- 4.2 insurance premium



mh / sqm 4.7 profitmh / sqm

mh / sqm


kg/sqmcum/sqmgal/sqmbag/sqmpcs/sqmgal/sqm


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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!

floor finishes

classbdescriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty:

- - - - - - - - labor unit cost 62.50 - - - - - equipment unit cost #DIV/0! #DIV/0! - - - - material unit cost #DIV/0! #DIV/0! - - - - tile works unit cost #DIV/0! sub con - - - - total cost #DIV/0! - - - - duration - - - - - crew - - - - labor 1 200.00 - - - - tilesetter 1 300.00 - - - - - - - - - - - - - equipment 1 - - - - - - bill of materials

total volume - description qty unit

cement - bagsand - cum


surface preparation 1 man/10 sqm/ daytile installation 1 man/12sqm/ day

cement topping (2cement topping (2ndnd flr) flr)


scratch coat 20 1:2


miscellaneous


#DIV/0! #DIV/0! project:0.00 sqm pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos - proj.supervision 5.00% 1.1 labor 0.00 ###

#DIV/0! constn facilities 2.50% 1.2 direct equipment #DIV/0! ###indirect eqpt 0% 1.3 materials #DIV/0! ###miscellaneous 0% 1.4 subcontract 0.00 ###



escalation 0% 2.1 project supervision #DIV/0! 5.0%cost of money 3% 2.2 construction facilities #DIV/0! 2.5%contingencies 5% 2.3 indirect equipment #DIV/0! 0.0%contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0%profit 10.0% #DIV/0! 7.5%


unit cost amount #DIV/0! 0.0%

4.0 indirect cost

205.00 - 4.1 bonds premium #DIV/0! 0.0%500.00 - 4.2 insurance premium #DIV/0! 0.0%

4.3 escalation #DIV/0! 0.0%4.4 cost of money #DIV/0! 3.0%4.5 contingencies #DIV/0! 5.0%4.6 contractor's tax #DIV/0! 2.0%4.7 profit #DIV/0! 10.0%



mh / sqmmh / sqmmh / sqm

8.00 mh / sqm


0.36 bag/sqm0.02 cum/sqm0.07 gal/sqm0.10 bag/sqm

11.11 pcs/sqm0.01 gal/sqm



#DIV/0!#DIV/0!


#DIV/0!

descriptiondescription qtyqty unitunitcement 6.54 bag/s sand 0.36 cu.m. gravel 0.73 cu.m. 9mm. dia. rebar 0.98 kg/s. 10mm. dia. rebar 15.40 kg/s. 12mm. dia. rebar 64.67 kg/s. 16mm. dia. rebar 25.20 kg/s. ga 16 tiewire 1.18 kg/s. formboard 2.74 pc/s. formlumber 60.35 bd.ft. assted nail 1.34 kg./s formoil 1.26 lit

total volume

for cement input values hereconcrete volume = 0.73no. of stepsvariable heightstep width (run) 0.30step height (rise) 0.20length of step 1.10landing width 1.00length of landing 2.20thickness of slab 0.125thickness of landing 0.125

no. of steps step width step height length of step0.00 0.30 0.20 1.10slab slab width thickness length of slab1.00 1.10 0.13 0.00

landing landing width thickness length of landing1.00 1.00 0.13 2.20

i - beam width depth length1.00 0.13 0.40 4.20

vertical slab width / thickness height length1.00 0.20 0.60 1.10

wall footing width depth length1.00 0.40 0.25 1.10

form works input values heretotal form area = 7.90stair width = 1.00

no. of steps step width step height median + 0.1250.00 0.30 0.20 0.29slab stair width thickness length of slab1.00 1.00 0.13 0.00

landing landing width thickness length of landing1.00 1.00 0.13 2.20

i - beam width depth length1.00 0.13 0.40 4.20

vertical slab width / thickness height length1.00 0.20 0.60 1.10

rebar works input values here

total rsb weight = 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

weight computation:

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

32.00 0.00 0.00 0.00

36.00 0.00 0.00 0.00

tie wire 1.18

stairs

concrete steps & landingconcrete steps & landingunit cost

labor unit cost #DIV/0!equipment unit cost #DIV/0!material unit cost #DIV/0!

unit costunit cost amountamount stair works unit cost #DIV/0!205.00 1,341.32 total cost 9,390.16 500.00 181.75 duration 1.66 700.00 508.90 crew

30.77 30.00 labor 832.86 506.00 carpenter 133.00 2,134.00 mason 132.56 820.40 steel man 160.00 70.64

275.00 754.34 equipment 50020.00 1,206.94 55.00 73.87 bill of materials

8.00 10.05 description qtycement 6.54 sand 0.36 gravel 0.73 9mm. dia. rebar 0.98 10mm. dia. rebar 15.40 12mm. dia. rebar 64.67

7,638.21 16mm. dia. rebar 25.20 ga 16 tiewire 1.18 formboard 2.74 formlumber 60.35 assted nail 1.34 formoil 1.26

volume labor cost computation:0.00

volume0.00

volume0.28

volume0.21

volume0.13

volume0.11

area0.00area material computation:0.00area2.48area3.89area1.54

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 total bid cost

#DIV/0! 12,951.95 qty: 0.00 steps pcf 1.38

project cost 7.5%#DIV/0! proj.supervision 5.00%#DIV/0! #DIV/0! constn facilities 2.50%

indirect eqpt 0%sub con miscellaneous 0%


crew bonds premiums 0%200.00 1.0 insurance premiums 0%300.00 escalation 0%300.00 cost of money 3%300.00 contingencies 5%

contractor tax 2%profit 10.0%

total 27.5%bill of materialsunit unit cost amount

bag/s 205.00 1,341.32 cu.m. 500.00 181.75 cu.m. 700.00 508.90 kg/s. 30.77 30.00 kg/s. 32.86 506.00 kg/s. 33.00 2,134.00 kg/s. 32.56 820.40 kg/s. 60.00 70.64 pc/s. 275.00 754.34 bd.ft. 20.00 1,206.94 kg./s 55.00 73.87

lit 8.00 10.05

total 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

summary

project:

1.0 direct cost amount in pesos1.1 labor 1570.211.2 direct equipment 181.751.3 materials 7638.211.4 subcontract 0.00

9390.16

2.0 project cost

2.1 project supervision 647.602.2 construction facilities 323.802.3 indirect equipment 0.002.4 miscellaneous 0.00

971.40

3.0 other costs 00

4.0 indirect cost

4.1 bonds premium 0.004.2 insurance premium 0.004.3 escalation 0.004.4 cost of money 388.564.5 contingencies 647.604.6 contractor's tax 259.04

4.7 profit 1295.192590.39

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

concretingconcretingunit cost

pct wt. of total12.12 12.12 labor unit cost

1.40 1.40 equipment unit cost 58.97 58.97 material unit cost

0.00 0.00 concreting unit cost 72.50 72.50 total cost

duration crew

labor 5.0% 5.00 mason2.5% 2.500.0% 0.00 equipment0.0% 0.00 one bagger mixer7.5% 7.50

0.0% 0.00 bill of materials0.0% 0.00 description

1.0 cement2.0 sand s-12.0 gravel 3/4"

0.0% 0.000.0% 0.000.0% 0.003.0% 3.005.0% 5.002.0% 2.00

10.0% 10.0020.0% 20.00 labor cost computation:

mixing and placing concret

100.00

one bagger mixer


const bid cost/cum total bid cost

3000 psi P5,234.48 P3,805.47 qty 0.73 cum pcf 1.38

project cost 8%750 545.25 155.79 proj.supervision 5%

250.00 26.83 26.83 constn facilities 3%2,795.00 indirect eqpt 0%3,795.00 sub con miscellaneous 0%2,758.97 others 0%

0.10 indirect cost 20%crew bonds premiums 0%

6 200.00 1 insurance premiums 0%1 300.00 escalation 0%

cost of money 3%contingencies 5%

1 500 contractor tax 2%profit 10%


qty unit unit cost amount 6.54 bags 205.00 1,341.32 0.36 cum 500.00 181.75 0.73 cum 700.00 508.90

total 2,031.97


2cum/day 2 cum/day

2

2

material computation:descriptionclass a1.0 cement9 bag/cum 9 bag/cum2.0 sand .5cum/cum 0.5 cum/cum3.0 gravel 1 cum/cum 1 cum/cum

rebars const bid cost/kg

structural gradstructural grad 40 psi P53.13 unit cost qty 106.24 kg pcf

labor unit cost 5.00 531.21 531.21 proj.supervisionequipment unit cost 14.92 14.92 constn facilities material unit cost 33.52 indirect eqpt rebar unit cost 38.52 sub con miscellaneoustotal cost 4,092.25 othersduration 1.06 indirect cost crew crew bonds premiums

labor 1 200.00 1.0 insurance premiumssteel man 1 300.00 escalation

cost of moneyequipment contingencies

contractor taxprofit

totalbill of materials

description qty unit wt / 6 m unit cost9mm 1 kg 2.60 30.77 10mm 15 kg 3.50 32.86 12mm 65 kg 5.00 33.00 16mm 25 kg 9.00 32.56 20mm 0 kg 14.00 25mm 0 kg 23.12 28mm 0 kg 29.00 32mm 0 kg 37.88 36mm 0 kg 47.95 tie wire 1 kg - 60.00


100 kg/day

100 kg/day


total bid cost forms const bid cost/kg

P5,644.48 formsforms coco lumber P443.29 1.38 unit cost qty 7.90

7.50%5.00% labor unit cost 62.50 493.75 493.75 2.50% equipment unit cost 24.14 24.14

0% material unit cost 258.89 sub con 0% formworks unit cost 321.39

0% total cost 2,538.95 20% duration 0.49 crew

0% crew 2.00% labor 1 200.00 0% carpenter 1 300.00 3%5% equipment2%

10.0%27.5%

bill of materials bill of materialsamount description qty unit unit cost

30.00 4 x 8 x 1/4 ord pw 3 pcs 275.00 506.00 2 x 3, 2x 4 60 bdft 20.00

2,134.00 assorted nail 1 kg 55.00 820.40 form oil 1 li 8.00

- - - - -

70.64 3,561.04 total


install 8erectdismantelrepair

8



P443.29 P3,502.00 sqm pcf 1.38

project cost 7.5%proj.supervision 5.00%constn facilities 2.50%indirect eqpt 0%miscellaneous 0%


bonds premiums 0%insurance premiums 0%escalation 0%cost of money 3%contingencies 5%contractor tax 2%profit 10.0%


unit cost amount275.00 754.34

1,206.94 73.87 10.05

- - - - - -

P2,045.20


sqm/day

sqm/day


document.xlsWOODHANDRAILS04/17/2023

wooden handrails

wooden handrails ( 3"x wooden handrails ( 3"x

labor unit cost 11.11 description qty length unit unit cost amount equipment unit cost

(ft) material unit cost #DIV/0!wooden handrails 1 ft 130.00 - handrail unit cost #DIV/0!

- total cost #DIV/0!duration -

l.ft. 0.00 - crewlabor 1

carpenter 1

equipment

bill of materialsdescription qtywooden handrails 0.00


install



summary

project:

1.0 direct cost

1.1 materials1.2 labor1.3 direct equipment1.4 subcontract

2.0 project cost

2.1 project supervision2.2 construction facilities2.3 indirect equipment


2.4 miscellaneous

3.0 other costs

4.0 indirect cost

4.1 bonds premium4.2 insurance premium4.3 escalation4.4 cost of money4.5 contingencies4.6 contractor's tax4.7 profit



#DIV/0! - project:qty: 0.00 lft pcf #DIV/0!



sub con P- miscellaneous 0% 1.4 subcontractothers 0%indirect cost 20%

crew bonds premiums 0% 2.0 project cost200.00 1.0 insurance premiums 0%300.00 escalation 0% 2.1 project supervision



unit unit cost amountl.ft 130.00 -

4.0 indirect cost

total P- 4.1 bonds premium4.2 insurance premium4.3 escalation

labor cost computation: 4.4 cost of money4.5 contingencies

45 ft/day 4.6 contractor's tax4.7 profit

45 ft/day




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

#DIV/0! 68.50 #DIV/0!

#DIV/0! 5.0% #DIV/0!#DIV/0! 2.5% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!



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


0 0.0% #DIV/0!0 0.0% #DIV/0!


- #DIV/0!

document.xlsSTAIRRAILINGS04/17/2023

stair railings

steel stair railingssteel stair railings

labor unit cost 14.29 descriptiondescription qtyqty areaarea unitunit unit costunit cost amountamount equipment unit cost

(sq ft) material unit coststair railings 1 0 sq ft 150.00 - stair railings unit cost #DIV/0!

- total cost #DIV/0! - duration -

area 0.00 - crewlabor 1

carpenter 1

equipment

bill of materialsdescription qtystair railings 0.00


install



summary

project:

1.0 direct cost


2.0 project cost

2.1 project supervision2.2 construction facilities2.3 indirect equipment


2.4 miscellaneous

3.0 other costs

4.0 indirect cost




#DIV/0! - project:qty: 0.00 sqft pcf #DIV/0!







unit unit cost amountsqft 150.00 -

4.0 indirect cost

total P- 4.1 bonds premium4.2 insurance premium4.3 escalation

labor cost computation: 4.4 cost of money4.5 contingencies

35 sqft/day 4.6 contractor's tax4.7 profit

35 sqft/day





#DIV/0! 68.50 #DIV/0!

#DIV/0! 5.0% #DIV/0!#DIV/0! 2.5% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 7.5% #DIV/0!

#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!



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


0 0.0% #DIV/0!0 0.0% #DIV/0!


- #DIV/0!

mouldings cast in place const bid cost/lm total bid cost summaryconcrete mouldingsconcrete mouldings #DIV/0! #DIV/0! project:unit cost qty: 0.00 lm pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescriptiondescription qtyqty thick mthick m width mwidth m length mlength m area sqmarea sqm vol cumvol cum labor unit cost 150.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!

equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0! - - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0! - - concrete moulding unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0! - - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! - - duration - indirect cost 20% - - crew crew bonds premiums 0% 2.0 project cost - - labor 0 200.00 2.0 insurance premiums 0% - - mason 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - - cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - - contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!

contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!total volume - - - equipment profit 10.0% #DIV/0! 7.5% #DIV/0!


description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!1.0 cement - bags 205.00 - 2.0 sand - cum 500.00 - 4.0 indirect costballuster( 0.80 x 2.50) - PCS 950.00 -

4.1 bonds premium #DIV/0! 0.0% #DIV/0!4.2 insurance premium #DIV/0! 0.0% #DIV/0!

total - 4.3 escalation #DIV/0! 0.0% #DIV/0!4.4 cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!


1 man/2 lm/ day 4.00 mh / lm #DIV/0! 20.0% #DIV/0!mh / lm

4.00 #DIV/0! #DIV/0!


miscellaneous


pebble ( black with vigan tpebble ( black with vigan t classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

- project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 125.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0! - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!

pebble unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!total volume - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!

duration - indirect cost 20% crew crew bonds premiums 0% 2.0 project cost

labor 1 200.00 1.0 insurance premiums 0%tilesetter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!profit 10.0% #DIV/0! 7.5% #DIV/0!


description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!pebbles ( boracay ) - can 40.00 - cement - bag 205.00 - 4.0 indirect costsand - cum 500.00 -

4.1 bonds premium #DIV/0! 0.0% #DIV/0!vigan tiles 0 pcs 15.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!

4.3 escalation #DIV/0! 0.0% #DIV/0!total P- 4.4 cost of money #DIV/0! 3.0% #DIV/0!

4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!

labor cost computation: 4.7 profit #DIV/0! 10.0% #DIV/0!#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!

4.00 mh / sqm


scratch coat 20 1:2

cement 0.66 bag/sqmsand 0.02 cum/sqmpebbles 1.00 can / sq m

miscellaneous

STEEL BARS PRICE LIST

SIZE MASS LENGTH (M)mm kg/Lm 6 7.5 9 10.5 12


9 0.433 28.44 35.55 42.66 49.77 56.88 10 0.583 42.13 52.66 63.20 73.73 84.26 12 0.833 60.74 75.92 91.11 106.29 121.48 16 1.500 106.11 132.64 159.17 185.69 212.22 20 2.33333333333 162.76 203.45 244.14 284.83 325.52 25 3.854 254.36 317.95 381.54 445.13 508.72 28 4.833 330.58 413.23 495.87 578.52 661.16 32 6.313 443.17 553.96 644.75 775.55 886.34 36 7.991 560.97 701.21 841.46 981.70 1,121.94


10 0.616 44.35 55.44 66.53 77.61 88.70 12 0.888 63.94 79.92 95.91 111.89 127.88 16 1.579 111.79 139.74 167.68 195.63 223.58 20 2.466 171.63 214.54 257.45 300.35 343.26 25 3.854 268.24 335.30 402.36 469.42 536.48 28 4.833 347.98 434.98 521.97 608.97 695.96 32 6.313 465.90 582.38 698.85 815.33 931.80 36 7.991 589.74 737.18 884.61 1,032.05 1,179.48


10 0.616 47.35 59.19 71.02 82.86 94.70 12 0.888 68.20 85.25 102.30 119.35 136.40 16 1.579 121.27 151.59 181.91 212.22 242.54 20 2.466 189.39 236.74 284.08 331.43 378.78 25 3.854 295.99 369.99 443.98 517.98 591.98 28 4.833 371.17 463.96 556.76 649.55 742.34 32 6.313 484.84 606.05 727.26 848.47 969.68 36 7.991 613.71 767.14 920.57 1,073.99 1,227.42


pebbles ( black ) pebbles ( black ) classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

carport - project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 125.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0! - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0! - Pebble unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!

total volume - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!duration - indirect cost 20%

crew crew bonds premiums 0% 2.0 project costlabor 1 200.00 1.0 insurance premiums 0%

tilesetter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!profit 10.0% #DIV/0! 7.5% #DIV/0!


description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!pebbles ( black) - can 40.00 - cement - bag 205.00 - 4.0 indirect costsand - cum 500.00 -


total P- cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!


#DIV/0! #DIV/0!

4.00 mh / sqm


scratch coat 20 1:2


miscellaneous


vinyl tiles 12" x 12" vinyl tiles 12" x 12" classb #DIV/0! #DIV/0! project: description description qty qty width m width m length m length m area sqm area sqm unit cost qty: - sqm pcf #DIV/0!

- project cost 0.08 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 45.45 - - proj.supervision 0.05 1.10 labor - ### #DIV/0! - equipment unit cost #DIV/0! #DIV/0! constn facilities 0.03 1.20 direct equipment - ### #DIV/0! - material unit cost #DIV/0! indirect eqpt - 1.30 materials #DIV/0! ### #DIV/0! - tile works unit cost #DIV/0! sub con miscellaneous - 1.40 subcontract - ### #DIV/0! - total cost #DIV/0! #DIV/0! others - #DIV/0! 72.50 #DIV/0! - duration - #DIV/0! indirect cost 0.20 - crew crew bonds premiums - 2.0 project cost - labor 1.00 200.00 1.00 insurance premiums - - tilesetter 1.00 300.00 escalation - 2.10 project supervision #DIV/0! 0.05 #DIV/0! - cost of money 0.03 2.20 construction facilities #DIV/0! 0.03 #DIV/0! - contingencies 0.05 2.30 indirect equipment #DIV/0! - #DIV/0! - contractor tax 0.02 2.40 miscellaneous #DIV/0! - #DIV/0! - profit 0.10 #DIV/0! 0.08 #DIV/0! - total 0.28 - bill of materials 3.0 other costs #DIV/0! - #DIV/0!

total volume - description qty unit unit cost amount #DIV/0! - #DIV/0!vinly 12" x 12" - pcs 14.00 -

4.0 indirect cost tile adhesives - gal 375.00 -

4.10 bonds premium #DIV/0! - #DIV/0!4.20 insurance premium #DIV/0! - #DIV/0!

total - 4.30 escalation #DIV/0! - #DIV/0!cost of money #DIV/0! 0.03 #DIV/0!

4.50 contingencies #DIV/0! 0.05 #DIV/0!labor cost computation: 4.60 contractor's tax #DIV/0! 0.02 #DIV/0!

4.70 profit #DIV/0! 0.10 #DIV/0!scratch coat sq m / day #DIV/0! 0.20 #DIV/0!tile installation sq m / day

#DIV/0! #DIV/0!

11.00 sq m/ day



cement 0.36 bag/sqm sand 0.02 cum/sqm adhesives 0.07 gal/sqm cement for grout of tiles joint 0.10 bag/sqm tiles 11.11 pcs/sqm muriatic acid 0.01 gal/sqm

miscellaneous

const bid cost/unit total bid cost SUMMARY

cement toppingcement topping classb #DIV/0! #DIV/0! PROJECT: description description qty qty width m width m length m length m area sqm area sqm unit cost qty: - sqm pcf #DIV/0!

- - - - project cost 0.08 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTAL - - - - labor unit cost 62.50 - - proj.supervision 0.05 1.10 Labor - ### #DIV/0! - - - - equipment unit cost #DIV/0! #DIV/0! constn facilities 0.03 1.20 Direct Equipment - ### #DIV/0! - - - - material unit cost #DIV/0! indirect eqpt - 1.30 Materials #DIV/0! ### #DIV/0! - - - - cement topping unit cost #DIV/0! sub con miscellaneous - 1.40 Subcontract - ### #DIV/0! - - - - total cost #DIV/0! #DIV/0! others - #DIV/0! 72.50 #DIV/0! - - - - duration - #DIV/0! indirect cost 0.20 - - - - crew crew bonds premiums - 2.0 PROJECT COST - - - - labor 1.00 200.00 1.00 insurance premiums - - - - - tilesetter 1.00 300.00 escalation - 2.10 Project Supervision #DIV/0! 0.05 #DIV/0! - - - - cost of money 0.03 2.20 Construction Facilities #DIV/0! 0.03 #DIV/0! - - - - contingencies 0.05 2.30 Indirect Equipment #DIV/0! - #DIV/0! - - - contractor tax 0.02 2.40 Miscellaneous #DIV/0! - #DIV/0! - - - profit 0.10 #DIV/0! 0.08 #DIV/0! - - - total 0.28 - - - bill of materials 3.0 OTHER COSTS #DIV/0! - #DIV/0!TOTAL VOLUME - description qty unit unit cost amount #DIV/0! - #DIV/0!

vinly 12" x 12" pcs 11.00 - 4.0 INDIRECT COST

tile adhesives gal 280.00 - cement - bag 205.00 - 4.10 Bonds Premium #DIV/0! - #DIV/0!sand - cum 500.00 - 4.20 Insurance Premium #DIV/0! - #DIV/0!

4.30 Escalation #DIV/0! - #DIV/0!Cost of Money #DIV/0! 0.03 #DIV/0!

total - 4.50 Contingencies #DIV/0! 0.05 #DIV/0!4.60 Contractor's Tax #DIV/0! 0.02 #DIV/0!4.70 Profit #DIV/0! 0.10 #DIV/0!

labor cost computation: #DIV/0! 0.20 #DIV/0!

scratch coat sq m / day #DIV/0! #DIV/0!tile installation sq m / day

8.00 sq m/ day



cement 0.36 bag/sqm sand 0.02 cum/sqm adhesives 0.07 gal/sqm cement for grout of tiles joint 0.10 bag/sqm tiles 11.11 pcs/sqm muriatic acid 0.01 gal/sqm

Miscellaneous

document.xlsSTAINLESS HANDRAIL04/17/2023

stainless handrail 2” stainless handrail 2”

labor unit cost 30.00 descriptiondescription qtyqty lengthlength unitunit unitcostunitcost amountamount equipment unit cost 60.00

(ft) material unit cost #DIV/0!

wooden handrails 1 ft - handrail unit cost #DIV/0! - total cost #DIV/0!

2” stainless pipe 1 0.00 pcs 2,500.00 - duration - stainless welding rod 1.00 kg 120.00 120.00 crew

- tinsmith 1

l.ft. 1.00 120.00 equipment 1

bill of materialsdescription qtystainless pipe 0.00stainless pipe 2” 0.00welding rod 2.00


pipe bending 5lft day buffering 5lft day



summary

project:

1.0 direct cost



2.0 project cost

2.1 project supervision2.2 construction facilities2.3 indirect equipment2.4 miscellaneous

3.0 other costs

4.0 indirect cost




#DIV/0! #DIV/0! project:qty: 0.00 lft pcf #DIV/0!


#DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment#DIV/0! indirect eqpt 0% 1.3 materials

sub con P- miscellaneous 0% 1.4 subcontractothers 0%indirect cost 20%


300.00 escalation 0% 2.1 project supervisioncost of money 3% 2.2 construction facilities

600.00 contingencies 5% 2.3 indirect equipmentcontractor tax 2% 2.4 miscellaneousprofit 10.0%


unit unit cost amountl.ft 0.00 - pcs 2500 0.00 4.0 indirect costkg 120 240.00


cost of moneytotal P240.00 4.5 contingencies

4.6 contractor's tax4.7 profit


5 ft/day5 ft/day


10 ft/day




#DIV/0! 68.50 #DIV/0!



#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!



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

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


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!

document.xlsSTAINLESS STAIR RAILINGS04/17/2023

stainless railingsstainless railings

labor unit cost 66.67 descriptiondescription qtyqty areaarea unitunit unitcostunitcost amountamount equipment unit cost 60.00

(sq ft) material unit cost #DIV/0!stair railings 1 sq ft - stair railings unit cost #DIV/0!

area 0.00 - total cost #DIV/0!duration -

crewlabor 1

grade 202-interior 5500-7000/lm tinsmith 1grade 304-exterior 7000-9000/lm

equipment 1


stair railings 0.00¾ tubing x 1.20 mm thk per 20 ft 4.001/2” tubing x 1.20 mm thk per 20 ft 5.001/2” x 3/16' flat bar stainless per 8 ft 9.00welding rod 1


fabrication/install


equipment


summary

project:

1.0 direct cost



2.0 project cost

2.1 project supervision2.2 construction facilities2.3 indirect equipment2.4 miscellaneous

3.0 other costs

4.0 indirect cost




#DIV/0! #DIV/0! project:

qty: 0.00 sqft pcf #DIV/0!project cost 7.5% 1.0 direct cost

- - proj.supervision 5.00% 1.1 labor#DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment#DIV/0! indirect eqpt 0% 1.3 materials



cost of money 3% 2.2 construction facilities600.00 contingencies 5% 2.3 indirect equipment

contractor tax 2% 2.4 miscellaneousprofit 10.0%


unit unit cost amountsqft 0.00 - pc 1250 5,000.00 4.0 indirect costpc 900 4,500.00 pc 700 6,300.00 4.1 bonds premium

box 450 450.00 4.2 insurance premium - 4.3 escalation - cost of money - 4.5 contingencies

total P16,250.00 4.6 contractor's tax4.7 profit


7.5 sqft/day


7.5 sqft/day

10 sqft/day




#DIV/0! 68.50 #DIV/0!



#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!



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

#DIV/0! 72.50 #DIV/0!


#DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!


#DIV/0! #DIV/0!


bath tubbath tub #DIV/0! #DIV/0! project:unit cost qty: 0.00 bt pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescriptiondescription areaarea qtyqty unitunit unit costunit cost amountamount labor unit cost 500.00 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0!

bath tub 1.36 set 11,050.00 - equipment unit cost #DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0!

royal tern penguin acrylic with telephone shower - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0! - bath tub unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0! - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!

masonry 0 0 - duration - indirect cost 20%cement 1.53 1.53 205.00 313.65 crew crew bonds premiums 0% 2.0 project cost

sand 0.0898 0.08976 500.00 44.88 labor 1 200.00 1.0 insurance premiums 0%chb 0 0 7.00 - tile setter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

p trap 2.00 2.00 62.00 124.00 cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!total 482.53 contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!




4.0 indirect costtotal P482.53


labor cost computation cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

1 #DIV/0! #DIV/0!


miscellaneous


boysen multi-fleck super denseboysen multi-fleck super dense 1.0 coats #DIV/0! #DIV/0! project:unit cost qty: 0.00 sqm pcf #DIV/0!

description description l l ht ht open open area area project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 12.00 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0! - equipment unit cost #DIV/0! #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment #DIV/0! #DIV/0! #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0! - painting unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0! - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! - duration - indirect cost 20%

crew crew bonds premiums 0% 2.0 project cost - labor 200.00 1.00 insurance premiums 0% - labor 1.00 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - equipment 500 contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0! - contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - profit 10.0% #DIV/0! 7.5% #DIV/0! - total 27.5% - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0! - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0! - boysen multi-fleck 0 lt 480 0

4.0 indirect costtotal - sqm

4.1 bonds premium #DIV/0! 0.0% #DIV/0!total P- 4.2 insurance premium #DIV/0! 0.0% #DIV/0!


labor cost computation: 4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!

boysen multifleck /spreading rate 3.125 sq / mh 25 sqm/day 4.7 profit #DIV/0! 10.0% #DIV/0!#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!

25 sqm/dayequipment 50 sqm/day


boysen multi-fleck 0.500 lit/sqm


boysen acrytex clearboysen acrytex clear 2.00 coats #DIV/0! #DIV/0! project:unit cost qty: 0.00 sqm pcf #DIV/0!

descriptiondescription ll htht openopen areaarea project cost 0.08 1.0 direct cost amount in pesos pct wt. of totallabor unit cost 12.00 0.00 0.00 proj.supervision 0.05 1.10 labor 0.00 #DIV/0! #DIV/0!

0.00 equipment unit cost #DIV/0! #DIV/0! #DIV/0! constn facilities 0.03 1.20 direct equipment #DIV/0! #DIV/0! #DIV/0!0.00 material unit cost #DIV/0! indirect eqpt 0.00 1.30 materials #DIV/0! #DIV/0! #DIV/0!

painting unit cost #DIV/0! sub con miscellaneous 0.00 1.40 subcontract 0.00 #DIV/0! #DIV/0!total 0.00 sqm total cost #DIV/0! others 0.00 #DIV/0! 72.50 #DIV/0!

duration 0.00 indirect cost 0.20 crew crew bonds premiums 0.00 2.0 project cost

labor 200.00 2.00 insurance premiums 0.00labor 1.00 300.00 escalation 0.00 2.10 project supervision #DIV/0! 0.05 #DIV/0!

cost of money 0.03 2.20 construction facilities #DIV/0! 0.03 #DIV/0!equipment 500.00 contingencies 0.05 2.30 indirect equipment #DIV/0! 0.00 #DIV/0!

contractor tax 0.02 2.40 miscellaneous #DIV/0! 0.00 #DIV/0!profit 0.10 #DIV/0! 0.08 #DIV/0!

total 0.28bill of materials 3.0 other costs #DIV/0! 0.00 #DIV/0!

description qty unit unit cost amount #DIV/0! 0.00 #DIV/0!acrytex clear (1st coat) 0.00 gal 490.00 0.00acrytex clear (2nd coat) 0.00 gal 490.00 0.00 4.0 indirect cost

4.10 bonds premium #DIV/0! 0.00 #DIV/0!4.20 insurance premium #DIV/0! 0.00 #DIV/0!

total 0.00 4.30 escalation #DIV/0! 0.00 #DIV/0!cost of money #DIV/0! 0.03 #DIV/0!


4.70 profit #DIV/0! 0.10 #DIV/0!acrytex clear (1st coat) spreading rate 3.13 sq / mh 25.00 mh / sq m #DIV/0! 0.20 #DIV/0!acrytex clear (2nd coat) spreading rate 3.13 sq / mh

3.13 sq / mh #DIV/0! #DIV/0!

25.00 sqm/dayequipment 25.00 sqm/day


acrytex clear (1st coat) 0.04 gal/sqmacrytex clear (2nd coat) 0.04 gal/sqm



boysen acrytex paintboysen acrytex paint 2.0 coats #DIV/0! #DIV/0! project:unit cost qty: 0.00 sqm pcf #DIV/0!

descriptiondescription ll htht openopen areaarea project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 16.67 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0!

grd - - - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0!2nd - - - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0!

partition - - - painting unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0! - - - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! - - - duration - indirect cost 20% - - - crew crew bonds premiums 0% 2.0 project cost - labor 1 200.00 1.0 insurance premiums 0%

skilled 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

total sqm - profit 10.0% #DIV/0! 7.5% #DIV/0!total 27.5%

bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!

1.0 acrytex top coat - gal 765.00 - 2.0 acrytex cast - gal 400.00 - 4.0 indirect cost3.0 acrytex reducer - gal 345.00 -

- 4.1 bonds premium #DIV/0! 0.0% #DIV/0! - 4.2 insurance premium #DIV/0! 0.0% #DIV/0! - 4.3 escalation #DIV/0! 0.0% #DIV/0!

7.0 acri color - quarts 45.00 - cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!total P-

#DIV/0! #DIV/0!


acrytex/spreading rate 1man/20sqm/day 0.40 mh/sqmwall preparation 1man/40sqm/day 0.20 mh/sqm

0.60 mh/sqm

30 sqm/day

material computation:description spreading ratemasonry neutralizer .10lit/sqm 0.026 gal/sqmtopcoat 0.050 gal/sqmacrytex cast 0.200 gal/sqmpatching compound 0.05lit/sqm 0.026 kg/sqmsand paper 0.10sqm/sqm 0.100 sqm/sqmacri color 0.25rags 0.1 kgs/ sq m


steel grillessteel grilles #DIV/0! #DIV/0! project:unit cost qty: - sq ft pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescriptiondescription qtyqty hh length mlength m sq ftsq ft labor unit cost #DIV/0! #DIV/0! #DIV/0! proj.supervision 5.00% 1.1 labor #DIV/0! ### #DIV/0!

- equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment #DIV/0! ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0.00% 1.3 materials #DIV/0! ### #DIV/0! - grills unit cost #DIV/0! sub con miscellaneous 0.00% 1.4 subcontract 0.00 ### #DIV/0! - total cost #DIV/0! others 0.00% #DIV/0! 72.50 #DIV/0! - duration #DIV/0! indirect cost 20% - crew crew bonds premiums 0.00% 2.0 project cost - labor 1 200.00 1 insurance premiums 0.00% - 1 300.00 escalation 0.00% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3.00% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - equipment contingencies 5.00% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!

- contractor tax 2.00% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - profit 10.00% #DIV/0! 7.5% #DIV/0! - total 27.5% - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0! - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0! - 10 mm sq bar - pc 110.00 -

area - sq ft 12 mm sq bar - pc 145.00 - 4.0 indirect cost2 x 4 tubular ga 16 - pc 1,250.00 -

materials qty unit unit wt total wt 2 x 3 tubular ga 16 - pc 920.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!10 mm sq bar pcs 4.71 0 2 x 2 tubular ga 16 - pc 735.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!12 mm sq bar pcs 6.7824 0 gi pipe 1 1/2” dia s 20 - pc 910.00 - 4.3 escalation #DIV/0! 0.0% #DIV/0!2 x 4 tubular ga 16 - pcs 16.956 0 1/8 x ½ flat bar - pc 50.00 - 2 x 3 tubular ga 16 pcs 14.13 0 1/8 x 1 flat bar - pc 130.00 - cost of money #DIV/0! 3.0% #DIV/0!2 x 2 tubular ga 16 - pcs 11.304 0 1/4 x 1/2 flat bar - pc 105.00 - 4.5 contingencies #DIV/0! 5.0% #DIV/0!gi pipe 1 1/2” dia s 20 pcs 16.89948 0 1/4 x 1 flat bar - pc 215.00 - 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!1/8 x ½ flat bar pcs 1.9134375 0 3/16 x 1 flat bar - pc 170.00 - 4.7 profit #DIV/0! 10.0% #DIV/0!1/8 x 1 flat bar pcs 3.826875 0 l 1” x 1” x 1/8” - pc 235.00 - 1/4 x 1/2 flat bar pcs 3.6796875 0 plain gi sheet ga 18 - pc 1,260.00 - #DIV/0! 20.0% #DIV/0!1/4 x 1 flat bar 0 pcs 7.359375 0 plain round bar 16 mm dia - pc 395.00 - 3/16 x 1 flat bar pcs 5.4165 0 CYLINDRICAL HINGE - pc 50.00 - l 1” x 1” x 1/8” pcs 7.359375 0 cast mouldings - pc 65.00 - plain gi sheet ga 18 0 pcs welding rod - kg 110.00 - #DIV/0! #DIV/0!cyclone wire 4' x 10' 0 roll

1 1/2” bi pipe sch.40 0 pcs 16.92 0plain round bar 16 mm dia 0 pcs epoxy primer - gal 540.00 - CYLINDRICAL HINGE 0 pcs lacquer thinner - gal 190.00 - cast mouldings 0 pcs total - welding rod 0 kgsepoxy primer 0 gallacquer thinner 0 gal labor cost computation:

total wt 0= total area / no of days #DIV/0! sq ft /day

laborfabrication 0.22 mh/kgdelivery 0.04 mh/kgpainting 0.02 mh/kg

0.28 mh/kg #DIV/0! sq ft /day

labor 28.57143 kg / day

no of days 0 material computation:

equipment 40 % of labor cost

miscellaneous

wall cladding const bid cost/unit total bid cost summary

wall claddingwall cladding classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

- project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 166.67 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0! - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0! - wall cladding unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0! - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! - duration - indirect cost 20% - crew crew bonds premiums 0% 2.0 project cost - labor 1 200.00 1.0 insurance premiums 0% - tilesetter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!

contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!profit 10.0% #DIV/0! 7.5% #DIV/0!


total volume - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!wall cladding 0 sqm 350.00 - 4” x 8” green slate - 4.0 indirect cost

- cement 0 bags 205.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!5.0 sand 0.000 cum 500.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!

- 4.3 escalation #DIV/0! 0.0% #DIV/0!acrytex clear 0 gal 500 - cost of money #DIV/0! 3.0% #DIV/0!

- 4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

total P- #DIV/0! 20.0% #DIV/0!


scratch coat 1 man/6 sqm/ day 1.33 mh / sqmtile installation 1 man/6 sqm/ day 1.33 mh / sqmcleaning 1 man/18 sqm/ day 0.44 mh / sqm

3.00 mh / sqm


scratch coat 20 1:2

cement 0.36 bag/sqmsand 0.02 cum/sqmadhesives 0.07 gal/sqmcement for grout of tiles joint 0.10 bag/sqmtiles 11.11 pcs/sqmmuriatic acid 0.01 gal/sqm

miscellaneous


ceramic tiles 12” x 12"ceramic tiles 12” x 12" classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

- project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 166.67 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0! - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0! - tile works unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0! - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! - duration - indirect cost 20% - crew crew bonds premiums 0% 2.0 project cost - labor 1 200.00 1.0 insurance premiums 0% - tilesetter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0! - contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - profit 10.0% #DIV/0! 7.5% #DIV/0! - total 27.5%

total volume - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!

ceramic tiles - pcs 29.60 - 4.0 indirect cost

grout - gal 60.00 - cement - bag 205.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!sand - cum 500.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!

4.3 escalation #DIV/0! 0.0% #DIV/0!tile trim pcs 50 - cost of money #DIV/0! 3.0% #DIV/0!





3.00 mh / sqm


scratch coat 20 1:2


miscellaneous

floor finishes const bid cost/unit total bid cost SUMMARY

anti-skid at stair stepsanti-skid at stair steps classb #DIV/0! #DIV/0! PROJECT:descriptiondescription qtyqty width mwidth m length mlength m areaarea no of tilesno of tiles unit cost qty: 0.00 steps pcf #DIV/0!

project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALSteps - labor unit cost 21.43 - - proj.supervision 5.00% 1.1 Labor 0.00 ### #DIV/0!

- equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 Direct Equipment 0.00 ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 Materials #DIV/0! ### #DIV/0! - anti skid unit cost #DIV/0! sub con miscellaneous 0% 1.4 Subcontract 0.00 ### #DIV/0!

TOTAL - - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!duration - indirect cost 20% crew crew bonds premiums 0% 2.0 PROJECT COST

labor 0 200 0.0 insurance premiums 0%tilesetter 1 300 escalation 0% 2.1 Project Supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 Construction Facilities #DIV/0! 2.5% #DIV/0!contingencies 5% 2.3 Indirect Equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!profit 10.0% #DIV/0! 7.5% #DIV/0!

total 27.5%bill of materials 3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!


- 4.0 INDIRECT COSTanti skid raven 0 pcs 1400 -

- 4.1 Bonds Premium #DIV/0! 0.0% #DIV/0!4.2 Insurance Premium #DIV/0! 0.0% #DIV/0!4.3 Escalation #DIV/0! 0.0% #DIV/0!

total P- Cost of Money #DIV/0! 3.0% #DIV/0!4.5 Contingencies #DIV/0! 5.0% #DIV/0!4.6 Contractor's Tax #DIV/0! 2.0% #DIV/0!

labor cost computation: 4.7 Profit #DIV/0! 10.0% #DIV/0!#DIV/0! 20.0% #DIV/0!

step/day#DIV/0! #DIV/0!

14.00 step/day


Miscellaneous


ceramic tiles 12” x 12" (stceramic tiles 12” x 12" (st classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m areaarea no of tilesno of tiles unit cost qty: 0.00 sqm pcf #DIV/0!

steps 0.30 1.00 - - project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totalrise 0.20 1.00 - - labor unit cost 166.67 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!landing 1.00 2.00 - - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!landing 1.00 1.00 - - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!landing rise 0.20 1.40 - - tile works unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!total - - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!


labor 1 200.00 1.0 insurance premiums 0%tilesetter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!



description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!ceramic tiles - pcs 29.60 -

4.0 indirect costgrout - gal 60.00 - cement - bag 205.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!sand - cum 500.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!

- 4.3 escalation #DIV/0! 0.0% #DIV/0!cost of money #DIV/0! 3.0% #DIV/0!





3.00 mh / sqm


scratch coat 20 1:2


miscellaneous


ceiling joist treatment (solceiling joist treatment (sol 1.0 coats #DIV/0! #DIV/0! project:

unit cost qty: 0.00 sqm pcf #DIV/0!descriptiondescription area( sq.m)area( sq.m) project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

labor unit cost 13.16 0.00 0.00 proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0!interior ceiling - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0!exterior ceiling - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0!

solignum unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0!total - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!

duration 0.00 indirect cost 20% crew crew bonds premiums 0% 2.0 project cost

labor 1.00 200.00 1.00 insurance premiums 0%painter 1.00 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!


total 27.5%3.0 other costs #DIV/0! 0.0% #DIV/0!


solignum 0.000 gal 820.00 - 4.0 indirect cost - - 4.1 bonds premium #DIV/0! 0.0% #DIV/0! - 4.2 insurance premium #DIV/0! 0.0% #DIV/0! - 4.3 escalation #DIV/0! 0.0% #DIV/0!

total - cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!


enamel/spreading rate 1man/20sqm/day 0.40 mh/sqm #DIV/0! 20.0% #DIV/0!preparation 1 man/ 2 sqm/day 4.00 mh/sqm

mh/sqm #DIV/0! #DIV/0!

38.00.

material computation:description spreading ratesolignum 0.0400 gal/sqm

water proofing const bid cost/unit total bid cost summary

classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m vol. cu.m.vol. cu.m. area sqmarea sqm unit cost qty: - sqm pcf #DIV/0!

- 0.00 project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - 0.00 labor unit cost 100.00 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0! - 0.00 equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0! - 0.00 material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0!

water proofing unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0!total volume 0.00 0.00 total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!


labor 1.00 200.00 1.00 insurance premiums 0%tilesetter 1.00 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!



description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!cement 0.00 bags 205.00 0.00sand 0.00 cu m 500.00 0.00 4.0 indirect costsahara 0.00 bags 25.00 0.00fosroc 0.00 gal 360.00 0.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0!

4.2 insurance premium #DIV/0! 0.0% #DIV/0!sahara for slab 0.00 bags 25.00 0.00 4.3 escalation #DIV/0! 0.0% #DIV/0!




topping 1.00 mh / sqmfrosroc 1.00 mh / sqm

mh / sqm

5.00 sq m / day


2" thk toppingcementsandsaharafrosroc

miscellaneous

water proofing & topping water proofing & topping (roof deck)(roof deck)


tv antena outlettv antena outlet #DIV/0! #DIV/0! project:item no.item no. descriptiondescription qty qty unitunit unit costunit cost amountamount unit cost qty: 0.00 co pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totallabor unit cost 250.00 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0!

tv cable equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0!material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0!

1 coax cable m 15.00 - outlet unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0!2 tv antena splitter pcs 60.00 - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!3 flexible hose 0.0 m 6.10 - duration - indirect cost 20%4 1-gang tv terminal set pcs 90.00 - crew crew bonds premiums 0% 2.0 project cost5 utility box 0.0 pcs 25.00 - labor 1 200.00 1.0 insurance premiums 0%

electrician 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!

total : - contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!0.0 contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

profit 10.0% #DIV/0! 7.5% #DIV/0!total 27.5%

bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

4.0 indirect cost

total P- 4.1 bonds premium #DIV/0! 0.0% #DIV/0!

4.2 insurance premium #DIV/0! 0.0% #DIV/0!labor cost computation: 4.3 escalation #DIV/0! 0.0% #DIV/0!

cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!

2 co/day 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

2 #DIV/0! #DIV/0!


miscellaneous


acu grills (1-unit)acu grills (1-unit) P2,259.90 18,079.21 project:unit cost qty: 8.00 sq ft pcf 1.38

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totalNO. OF UNIT labor unit cost 668.85 5,350.80 5,350.80 proj.supervision 5.00% 1.1 labor 5350.80 29.60 29.60

equipment unit cost 267.54 95.27 constn facilities 2.50% 1.2 direct equipment 2140.32 11.84 11.84material unit cost 702.04 indirect eqpt 0.00% 1.3 materials 5616.31 31.07 31.07acu grills unit cost 1,638.43 sub con miscellaneous 0.00% 1.4 subcontract 0.00 0.00 0.00

descriptiondescription qtyqty hh ll sq ftsq ft total cost 13,107.43 others 0.00% 13107.43 72.50 72.501.00 0.50 1.44 8.00 duration 10.70 indirect cost 20%

- 0.50 1.04 - crew crew bonds premiums 0.00% 2.0 project cost - 0.52 0.72 - labor 1 200.00 1 insurance premiums 0.00%

- 1 300.00 escalation 0.00% 2.1 project supervision 903.96 5.0% 5.00AREA 8.00 cost of money 3.00% 2.2 construction facilities 451.98 2.5% 2.50

equipment contingencies 5.00% 2.3 indirect equipment 0.00 0.0% 0.00materials qty unit unit wt total wt contractor tax 2.00% 2.4 miscellaneous 0.00 0.0% 0.00

10 mm sq bar 0.00 pcs 4.71 0 profit 10.00% 1355.94 7.5% 7.501 1/2” x 1 1/2” x3/16 14 pcs 21.84 305.76 total 27.5%welding rod 7.644 kgs bill of materials 3.0 other costs 0 0.0% 0.00epoxy primer 0.026666666666667 gal description qty unit unit cost amount 0 0.0% 0.00lacquer thinner gal 10 mm sq bar - pc 110.00 -

total wt 305.76 1 1/2” x 1 1/2” x3/16 14.00 pc 340.00 4,760.00 4.0 indirect costwelding rod 7.64 kg 110.00 840.84

labor epoxy primer 0.03 gal 580.00 15.47 4.1 bonds premium 0.00 0.0% 0.00fabrication 0.22 mh/kg lacquer thinner - gal 160.00 - 4.2 insurance premium 0.00 0.0% 0.00delivery 0.04 mh/kg total 5,616.31 4.3 escalation 0.00 0.0% 0.00painting 0.02 mh/kg

0.28 mh/kg cost of money 542.38 3.0% 3.00labor cost computation: 4.5 contingencies 903.96 5.0% 5.00

labor 28.57143 kg / day 4.6 contractor's tax 361.58 2.0% 2.00= total area / no of days 0.75 sq ft /day 4.7 profit 1807.92 10.0% 10.00

no of days 10.70163615.84 20.0% 20.00

equipment 40 % of labor cost0.75 sq ft /day

18,079.21 100.00


miscellaneous

CONST BID COST/CO TOTAL BID COST SUMMARY

telephone outlettelephone outlet #DIV/0! #DIV/0! PROJECT:UNIT COST qty: 0.00 CO PCF #DIV/0!

Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALlabor unit cost 250.00 - - Proj.Supervision 5.00% 1.1 Labor 0.00 #DIV/0! #DIV/0!equipment unit cost #DIV/0! #DIV/0! Constn Facilities 2.50% 1.2 Direct Equipment 0.00 #DIV/0! #DIV/0!

item no.item no. descriptiondescription qty qty unitunit unit costunit cost amountamount material unit cost #DIV/0! Indirect Eqpt 0% 1.3 Materials #DIV/0! #DIV/0! #DIV/0! - outlet unit cost #DIV/0! sub con Miscellaneous 0% 1.4 Subcontract 0.00 #DIV/0! #DIV/0!

TELEPHONE - total cost #DIV/0! Others 0% #DIV/0! 72.50 #DIV/0! - duration - Indirect Cost 20%

1 WIRE 0.0 M 8.00 - crew crew Bonds Premiums 0% 2.0 PROJECT COST2 1-GANG TELEPHONE MODULAR JACK pcs 90.00 - labor 1 200.00 1.0 Insurance Premium 0%3 UTILITY BOX 0.0 pcs 25.00 - electrician 1 300.00 Escalation 0% 2.1 Project Supervision #DIV/0! 5.0% #DIV/0!4 FLEXIBLE HOSE 1/2" DIA 0.0 M 6.10 - Cost of Money 3% 2.2 Construction Facilities #DIV/0! 2.5% #DIV/0!

Contingencies 5% 2.3 Indirect Equipment #DIV/0! 0.0% #DIV/0!total : - Contractor Tax 2% 2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!

0.0 Profit 10.0% #DIV/0! 7.5% #DIV/0!Total 27.5%

bill of materials 3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

4.0 INDIRECT COST

total P- 4.1 Bonds Premium #DIV/0! 0.0% #DIV/0!

4.2 Insurance Premium #DIV/0! 0.0% #DIV/0!labor cost computation: 4.3 Escalation #DIV/0! 0.0% #DIV/0!

Cost of Money #DIV/0! 3.0% #DIV/0!4.5 Contingencies #DIV/0! 5.0% #DIV/0!

2 CO/DAY 4.6 Contractor's Tax #DIV/0! 2.0% #DIV/0!4.7 Profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

2 #DIV/0! #DIV/0!


Miscellaneous

basis 200 kgs CONST BID COST/unit TOTAL BID COST SUMMARY

wood trelliswood trellis sundry #DIV/0! #DIV/0! PROJECT:

UNIT COST QTY 0.00 bd ft #DIV/0!Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTAL

labor unit cost 10.00 - - Proj.Supervision 5.00% 1.1 Labor 0.00 ### #DIV/0!equipment unit cost #DIV/0! #DIV/0! #DIV/0! Constn Facilities 2.50% 1.2 Direct Equipment #DIV/0! ### #DIV/0!material unit cost #DIV/0! - Indirect Eqpt 0% 1.3 Materials #DIV/0! ### #DIV/0!trellis unit cost #DIV/0! sub con P- Miscellaneuos 0% 1.4 Subcontract 0.00 ### #DIV/0!total cost #DIV/0! Others 0% #DIV/0! 72.50 #DIV/0!duration - Indirect Cost 20% crew crew Bonds Premiums 0% 2.0 PROJECT COST

labor 1 200.00 1.0 Insurance Premiums 0%CARPENTER 1 300.00 Escalation 0% 2.1 Project Supervision #DIV/0! 5.0% #DIV/0!

Cost of Money 3% 2.2 Construction Facilities #DIV/0! 2.5% #DIV/0!equipment Contingecies 5% 2.3 Indirect Equipment #DIV/0! 0.0% #DIV/0!

Contractor Tax 2% 2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!Profit 10.0% #DIV/0! 7.5% #DIV/0!

Total 26.5%bill of materials 3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!

NO. OF PCS WIDTH THICK LENGTH description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!3 6 16 BEAM - bdft 36.00 -

BEAM - bdft 36.00 - 2 5 12 TRELLIS - bdft 36.00 -

- assrtd cwn - kg 55.00 -

- -

- - total P-

labor cost computation: 4.0 INDIRECT COST

fabricate/install 50 bdft/day

4.1 Bonds Premium #DIV/0! 0.0% #DIV/0!Cost of Money #DIV/0! 3.0% #DIV/0!

50 bdft/day 4.5 Contingencies #DIV/0! 5.0% #DIV/0!4.6 Contractor's Tax #DIV/0! 2.0% #DIV/0!4.7 Profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!material computation:

#DIV/0! #DIV/0!

0


polycarbonate sheetpolycarbonate sheet #DIV/0! #DIV/0! project:

qty: 0.00 sqm pcf #DIV/0!project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

labor unit cost 333.33 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!descriptiondescription qtyqty areaarea unitunit unitcostunitcost amountamount equipment unit cost #DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!

(sq ft) material unit cost #DIV/0! #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!stair railings unit cost #DIV/0! sub con #DIV/0! miscellaneous 0% 1.4 subcontract ### #DIV/0!

sqm - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!area 0.00 - duration - indirect cost 20%


tinsmith 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!profit 10.0% #DIV/0! 7.5% #DIV/0!


description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!7x19polycarbonate sheet pc 8000 - 4.0 indirect costscrew 60.00 pc 1.5 90.00 polycarbonate sheet (4x16) 3.00 pc 4900 14,700.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0!

4.2 insurance premium #DIV/0! 0.0% #DIV/0! - 4.3 escalation #DIV/0! 0.0% #DIV/0! - cost of money #DIV/0! 3.0% #DIV/0! - 4.5 contingencies #DIV/0! 5.0% #DIV/0!

total P14,790.00 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!labor cost computation:

#DIV/0! #DIV/0!fabrication/install 1.5 sqm/day

1.5 sqm/day


summary

project:

1.0 direct cost amount in pesos pct wt. of total

1.1 materials #DIV/0! #DIV/0! #DIV/0!1.2 labor 0.00 #DIV/0! #DIV/0!1.3 direct equipment 0.00 #DIV/0! #DIV/0!1.4 subcontract 0.00 #DIV/0! #DIV/0!

#DIV/0! 68.50 #DIV/0!

2.0 project cost


#DIV/0! 7.5% #DIV/0!


4.0 indirect cost


#DIV/0! 24.0% #DIV/0!

#DIV/0! #DIV/0!

glass block 8"x8" const bid cost/unit total bid cost summary

glass block 8"x8" glass blocks 8" x 8"glass blocks 8" x 8" #DIV/0! #DIV/0! project:

unit cost qty: 0.00 sqm pcf #DIV/0!project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

descriptiondescription areaarea qtyqty unitunit unit costunit cost amountamount labor unit cost 200 0 0 proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!glass block 0.00 pcs 90 0 equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!

area 0.00 0 material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!glass blocks unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!duration - indirect cost 20% crew crew bonds premiums 0% 2.0 project cost

labor 1.0 insurance premiums 0%tilesetter 1 300 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!equipment contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!


total 27.5%total 5.0% 3.0 other costs #DIV/0! 0.0% #DIV/0!


4.0 indirect cost

total P- 4.1 bonds premium #DIV/0! 0.0% #DIV/0!4.2 insurance premium #DIV/0! 0.0% #DIV/0!4.3 escalation #DIV/0! 0.0% #DIV/0!

labor cost computation: cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!

install 3 sqm/day 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!4.7 profit #DIV/0! 10.0% #DIV/0!

#DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!3 sqm/day #DIV/0! #DIV/0!


cabinets const bid cost/unit total bid cost summary

bedroom closetbedroom closet #DIV/0! #DIV/0! project:unit cost qty: lot pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totallabor unit cost 1,428.57 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!cabinet unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!duration - indirect cost 20% crew crew bonds premiums 0% 2.0 project cost

1 200.00 1.0 insurance premiums 0%1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!equipment contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!


total 27.5%total 5.0% 3.0 other costs #DIV/0! 0.0% #DIV/0!


4.0 indirect cost

3/16” ordinary plywood pcs 250.00 0.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0!gd lumber 2” x 3” x 10ft pcs 180.00 0.00 4.2 insurance premium #DIV/0! 0.0% #DIV/0!gd lumber 2” x 3” x 12ft pcs 216.00 0.00 4.3 escalation #DIV/0! 0.0% #DIV/0!gd lumber 1 1/2” x 2” x 8ft pcs 72.00 0.00 cost of money #DIV/0! 3.0% #DIV/0!gd lumber ½” x 2” x 8ft pcs 44.00 0.00 4.5 contingencies #DIV/0! 5.0% #DIV/0!gd lumber ½” x 2” x 10ft pcs 55.00 0.00 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!plyboard ¾ ord pcs 710.00 0.00 4.7 profit #DIV/0! 10.0% #DIV/0!finishing nail pcs 75.00 0.00 #DIV/0! 20.0% #DIV/0!stick well kg 120.00 0.00concealed hinges pcs 25.00 0.00 0 #DIV/0! #DIV/0!closet handle pcs 25.00 0.00aluminum pipe 1” dia 16 ft pcs 240.00 0.00flanges 1” dia pcs 30.00 0.00lockset pcs 75.00 0.00half c moulding ½ x ½ x 10' pcs 55.00 0.00

total P-


install 0.35 sqm/day

sqm/day0.35 sqm/day



cornicecornice #DIV/0! #DIV/0! project:unit cost qty: 0.00 lft pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescription perimeter l ft qty unit unit cost amount labor unit cost 6.67 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0!

cornice 4” (cn 1 – 4b) x 14 ft 0.00 0.00 pcs 330.40 - equipment unit cost #DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0!cornice 3” (cn 1 – 3b) x 14 ft 0.00 0.00 pcs 247.80 - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0!cornice 2” (cn 1 – 2b) x 14 ft 0.00 0.00 pcs 165.20 - base board 4” #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0!

0.00 0.00 pcs - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!length 0.00 0.00 0.00 - duration - indirect cost 20%


w/ 10 per cent allowance carpenter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!

equipment contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

profit 10.0% #DIV/0! 7.5% #DIV/0!total 27.5%total 5.0% 3.0 other costs #DIV/0! 0.0% #DIV/0!

bill of materials #DIV/0! 0.0% #DIV/0!description qty unit unit cost amountcornice 0.00 pcs 0.00 0.00 4.0 indirect costfinshing nail 0.01 kg 70.00 0.37stikwell 0.00 can 120.00 0.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0!screw with tox 0.00 pcs 2.00 0.00 4.2 insurance premium #DIV/0! 0.0% #DIV/0!



#DIV/0! 20.0% #DIV/0!total P0.37



install 75 lf/day

pcs/ day75 pcs/ day


miscellaneous miscellaneous

mouldings cast in place const bid cost/lm total bid cost summary

concrete moldingsconcrete moldings #DIV/0! #DIV/0! project:

unit cost qty: 0.00 lm pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

length m labor unit cost 60.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!

equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!

material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!

concrete molding unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!

total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!

duration - indirect cost 20%

crew crew bonds premiums 0% 2.0 project cost

labor 0 200.00 2.0 insurance premiums 0%

mason 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!

contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!

contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

equipment profit 10.0% #DIV/0! 7.5% #DIV/0!

total 27.5%

bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!


-

- Welding rod - Kgs 100.00 - 4.0 indirect cost

concrete moldings 4” - Lm 85.00 -

Concrete moulding canvass @ lolong bruzon - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!

Cel no 0918-534-9586 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!

Cement 0 Bags 205.00 - 4.3 escalation #DIV/0! 0.0% #DIV/0!

Sand 0 Cu m 500.00 - cost of money #DIV/0! 3.0% #DIV/0!

4.5 contingencies #DIV/0! 5.0% #DIV/0!

4.6 contractor's tax #DIV/0! 2.0% #DIV/0!

4.7 profit #DIV/0! 10.0% #DIV/0!

total - #DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


1 man/2 lm/ day 10.00 mh / lm

mh / lm

10.00


miscellaneous

mouldings cast in place const bid cost/lm total bid cost summary

concrete moldingsconcrete moldings #DIV/0! #DIV/0! project:

unit cost qty: 0.00 lm pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

length m labor unit cost 60.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!

equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!

material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!

concrete molding unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!

total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!

duration - indirect cost 20%

crew crew bonds premiums 0% 2.0 project cost

labor 0 200.00 2.0 insurance premiums 0%

mason 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!

contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!

contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

equipment profit 10.0% #DIV/0! 7.5% #DIV/0!

total 27.5%

bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!


-

- Welding rod - Kgs 100.00 - 4.0 indirect cost

concrete moldings 5” - Lm 120.00 -

Concrete moulding canvass @ lolong bruzon - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!

Cel no 0918-534-9586 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!

Cement 0 Bags 205.00 - 4.3 escalation #DIV/0! 0.0% #DIV/0!

Sand 0 Cu m 500.00 - cost of money #DIV/0! 3.0% #DIV/0!

4.5 contingencies #DIV/0! 5.0% #DIV/0!

4.6 contractor's tax #DIV/0! 2.0% #DIV/0!

4.7 profit #DIV/0! 10.0% #DIV/0!

total - #DIV/0! 20.0% #DIV/0!

#DIV/0! #DIV/0!


1 man/2 lm/ day 10.00 mh / lm

mh / lm

10.00


miscellaneous

const bid cost/unit total bid cost summary item no.27 painting works const bid cost/unit total bid cost summary

#DIV/0! #DIV/0! project: enamel 1.0 coats #DIV/0! - project:unit cost qty: 0.00 l ft pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total pct wt. of totaldescription Perimeter L ft qty unit labor unit cost 6.67 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0.00 0.00 Pcs equipment unit cost #DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0!material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!Base board 4” #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0!total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! 100.00 #DIV/0!duration - indirect cost 20% crew crew bonds premiums 0% 2.0 project cost

labor 1 200.00 1.0 insurance premiums 0%Carpenter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0! 0.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! 0.0% #DIV/0!equipment contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0! 0.0% #DIV/0!

contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! 0.0% #DIV/0!profit 10.0% #DIV/0! 7.5% #DIV/0! 0.0% #DIV/0!

total 27.5%total 5.0% 3.0 other costs #DIV/0! 0.0% #DIV/0! 0.0% #DIV/0!

bill of materials #DIV/0! 0.0% #DIV/0! 0.0% #DIV/0!description qty unit unit cost amountBase board 4” (BB 1- 4b) x 14 ft 0.00 PCS 341.60 0.00 4.0 indirect costFinshing nail 0.01 Kg 75.00 0.39Stikwell 0.00 Can 120.00 0.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0! 0.0% #DIV/0!Screw with tox 0.00 PCS 2.00 0.00 4.2 insurance premium #DIV/0! 0.0% #DIV/0! 0.0% #DIV/0!

4.3 escalation #DIV/0! 0.0% #DIV/0! 0.0% #DIV/0!cost of money #DIV/0! 3.0% #DIV/0! 0.0% #DIV/0!

4.5 contingencies #DIV/0! 5.0% #DIV/0! 0.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0! 0.0% #DIV/0!

Length 0 lft 4.7 profit #DIV/0! 10.0% #DIV/0! 0.0% #DIV/0!#DIV/0! 20.0% #DIV/0! 0.0% #DIV/0!

total P0.39 W/ 10 per cent allowance #DIV/0! #DIV/0! #DIV/0!


install 75 lf/day

PCS/ DAY75 PCS/ DAY



base board 4”base board 4” (bb 1- 4b) x 14 ft(bb 1- 4b) x 14 ft

Grnd & 2nd floor

PAINTING WORKS CONST BID COST/unit TOTAL BID COST SUMMARY

varnish varnish 2.0 COATS #DIV/0! #DIV/0! PROJECT:UNIT COST qty: 0.00 SQM PCF #DIV/0!

DESCRIPTION AREA Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALlabor unit cost 83.33 0.00 0.00 Proj.Supervision 5.00% 1.1 Labor 0.00 #DIV/0! #DIV/0!

HANDRAIL 0.00 equipment unit cost #DIV/0! 0.00 Constn Facilities 2.50% 1.2 Direct Equipment 0.00 #DIV/0! #DIV/0!KING POST 0.00 material unit cost #DIV/0! Indirect Eqpt 0% 1.3 Materials #DIV/0! #DIV/0! #DIV/0!BASEBOARD 0.00 painting unit cost #DIV/0! sub con Miscellaneous 0% 1.4 Subcontract 0.00 #DIV/0! #DIV/0!CORNICE 0.00 total cost #DIV/0! Others 0% #DIV/0! 72.50 #DIV/0!CABINET duration 0.00 Indirect Cost 20%CAPIZ 0.00 crew crew Bonds Premiums 0% 2.0 PROJECT COSTDOOR labor 1.00 200.00 1.00 Insurance Premiums 0%DOOR CASING 0.00 painter 1.00 300.00 Escalation 0% 2.1 Project Supervision #DIV/0! 5.0% #DIV/0!

TOTAL 0.00 Cost of Money 3% 2.2 Construction Facilities #DIV/0! 2.5% #DIV/0!Contingencies 5% 2.3 Indirect Equipment #DIV/0! 0.0% #DIV/0!Contractor Tax 2% 2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!

Profit 10.0% #DIV/0! 7.5% #DIV/0!Total 27.5%

3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!bill of materials #DIV/0! 0.0% #DIV/0!

description qty unit unit cost amountlacquer thinner 0.000 gal 160.00 - 4.0 INDIRECT COSTPolyurethane reducer 0.000 Lit 135.00 - sanding sealer 0.000 gal 470.00 - 4.1 Bonds Premium #DIV/0! 0.0% #DIV/0!sanding paper 0.000 Pcs 10.00 - 4.2 Insurance Premium #DIV/0! 0.0% #DIV/0!stopa 0.000 kgs 50.00 - 4.3 Escalation #DIV/0! 0.0% #DIV/0!paint brush 1.000 Pcs 75.00 75.00 Cost of Money #DIV/0! 3.0% #DIV/0!polyurethane(top coat) 0.000 gal 960.00 - 4.5 Contingencies #DIV/0! 5.0% #DIV/0!

- 4.6 Contractor's Tax #DIV/0! 2.0% #DIV/0! - 4.7 Profit #DIV/0! 10.0% #DIV/0! - #DIV/0! 20.0% #DIV/0!

total 75.00 #DIV/0! #DIV/0!


ENAMEL/spreading rate 1man/20sqm/day 0.40 MH/sqmDoor preparation 1 man/ 2 sqm/day 4.00 MH/sqm

MH/sqm

6.00.

material computation:description spreading rateLACQUER THINNER 0.04 GAL/SQM 0.0400 gal/sqmCLEAR GLOSS 0.09 GAL/SQM/COAT 0.0882 gal/sqmSANDING SEALER 0.16QRT/SQM 0.16000 gal/sqmLACQUER FLO 0.26QRT/SQM 0.26 ps/sqmSANDING PAPER 1.50PC/SQM 1.5STOPA 1 KG/SQM 0.52910053Polyurethane(top coat) 0.04 0.04 gal/sqm/coat


gi canopygi canopy #DIV/0! #DIV/0! project:unit cost qty: - sq ft pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescription qty h length m sq ft labor unit cost #DIV/0! #DIV/0! #DIV/0! proj.supervision 5.00% 1.1 labor #DIV/0! ### #DIV/0!

0.70 3.00 - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment #DIV/0! ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0.00% 1.3 materials #DIV/0! ### #DIV/0! - unit cost #DIV/0! sub con miscellaneous 0.00% 1.4 subcontract 0.00 ### #DIV/0! - total cost #DIV/0! others 0.00% #DIV/0! 72.50 #DIV/0! - duration #DIV/0! indirect cost 20% - crew crew bonds premiums 0.00% 2.0 project cost - labor 1 200.00 1 insurance premiums 0.00% - 1 300.00 escalation 0.00% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3.00% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - equipment contingencies 5.00% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!

- contractor tax 2.00% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - profit 10.00% #DIV/0! 7.5% #DIV/0! - total 27.5% - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0! - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0! - 3/16 x 1 flat bar 3.00 pc 170.00 510.00

area - sq ft L 1 1/2” x 1 1/2” x 3/16” 3.00 pc 340.00 1,020.00 4.0 indirect costplain gi sheet ga 24 2.00 pc 520.00 1,040.00

materials qty unit unit wt total wt Design (lace) x 8' 2.00 PCS 200.00 400.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0!3/16 x 1 flat bar 3 pcs 5.4165 16.2495 welding rod 2.04 kg 100.00 204.42 4.2 insurance premium #DIV/0! 0.0% #DIV/0!L 1 1/2” x 1 1/2” x 3/16” 3 pcs 21.84 65.52 Epoxy primer - gal 580.00 - 4.3 escalation #DIV/0! 0.0% #DIV/0!plain gi sheet ga 24 2 pcs Lacquer thinner - gal 160.00 - Design (lace) x 8' 2 pcs total 3,174.42 cost of money #DIV/0! 3.0% #DIV/0!welding rod 2.0442375 kgs 4.5 contingencies #DIV/0! 5.0% #DIV/0!Epoxy primer 0 gal 4.6 contractor's tax #DIV/0! 2.0% #DIV/0!Lacquer thinner 0 gal labor cost computation: 4.7 profit #DIV/0! 10.0% #DIV/0!

total wt 81.7695= total area / no of days 0.00 sq ft /day #DIV/0! 20.0% #DIV/0!

laborfabrication 0.22 mh/kgdelivery 0.04 mh/kgpainting 0.02 mh/kg #DIV/0! #DIV/0!

0.28 mh/kg 0.00 sq ft /day

labor 28.57143 kg / day

no of days 2.861933 material computation:

equipment 40 % of labor cost

miscellaneous

CONST BID COST/unit TOTAL BID COST SUMMARY

cabinetry (kit hanging cabinet & bedroom closets)cabinetry (kit hanging cabinet & bedroom closets) #DIV/0! #DIV/0! PROJECT:UNIT COST qty: lot PCF #DIV/0!

Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALlabor unit cost 1,428.57 - - Proj.Supervision 5.00% 1.1 Labor 0.00 ### #DIV/0!equipment unit cost #DIV/0! #DIV/0! Constn Facilities 2.50% 1.2 Direct Equipment 0.00 ### #DIV/0!material unit cost #DIV/0! Indirect Eqpt 0% 1.3 Materials #DIV/0! ### #DIV/0!tilework unit cost #DIV/0! Miscellaneous 0% 1.4 Subcontract 0.00 ### #DIV/0!total cost #DIV/0! Others 0% #DIV/0! 72.50 #DIV/0!duration - Indirect Cost 20% crew crew Bonds Premiums 0% 2.0 PROJECT COST

1 200.00 1.0 Insurance Premiums 0%1 300.00 Escalation 0% 2.1 Project Supervision #DIV/0! 5.0% #DIV/0!

Cost of Money 3% 2.2 Construction Facilities #DIV/0! 2.5% #DIV/0!equipment Contingencies 5% 2.3 Indirect Equipment #DIV/0! 0.0% #DIV/0!

Contractor Tax 2% 2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!Profit 10.0% #DIV/0! 7.5% #DIV/0!

Total 27.5%Total 5.0% 3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!


4.0 INDIRECT COST

Bedroom cabinetsGd lumber 2” x 3” x 10ft Pcs 180.00 0.00 4.1 Bonds Premium #DIV/0! 0.0% #DIV/0!Gd lumber 2” x 3” x 12ft Pcs 216.00 0.00 4.2 Insurance Premium #DIV/0! 0.0% #DIV/0!Gd lumber 2” x 3” x 8ft Pcs 144.00 0.00 4.3 Escalation #DIV/0! 0.0% #DIV/0!cornice CN 1-4B 8FT Pcs 188.80 0.00 Cost of Money #DIV/0! 3.0% #DIV/0!Gd lumber ½” x 2” x 10ft Pcs 30.00 0.00 4.5 Contingencies #DIV/0! 5.0% #DIV/0!Plyboard ¾ ord Pcs 710.00 0.00 4.6 Contractor's Tax #DIV/0! 2.0% #DIV/0!Finishing nail Pcs 75.00 0.00 4.7 Profit #DIV/0! 10.0% #DIV/0!Stick well Kg 120.00 0.00 #DIV/0! 20.0% #DIV/0!Concealed hinges Pcs 36.00 0.00Closet handle stainless Pcs 120.00 0.00 0 #DIV/0! #DIV/0!Aluminum pipe 1” dia 16 ft Pcs 240.00 0.00Flanges 1” dia Pcs 30.00 0.00

0.00

hanging cabinet 0.00Plyboard ¾ ord Pcs 710.00 0.00Gd lumber 2” x 3” x 8ft Pcs 144.00 0.00 #N/AConcealed hinges Pcs 36.00 0.00Handle Pcs 120.00 0.00French type cabinet door Pcs 200.00 0.00cornice CN 1-4B 8FT Pcs 188.80 0.00Glass 1/8 thk Sq ft 35.00 0.00Stick well Kg 120.00 0.00Finishing nail Kg 75.00 0.00

total P-


install 0.35 sqm/day

sqm/day0.35 sqm/day


Miscellaneous


door casing 3” x 14 ftdoor casing 3” x 14 ft #DIV/0! #DIV/0! project:unit cost qty: 0.00 lft pcf #DIV/0!

project cost 7.5% 1.0 direct cost amount in pesos pct wt. of totaldescription Perimeter L ft qty unit labor unit cost 6.67 - - proj.supervision 5.00% 1.1 labor 0.00 #DIV/0! #DIV/0!

Grd 0.00 0.00 Pcs equipment unit cost #DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment 0.00 #DIV/0! #DIV/0!material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! #DIV/0! #DIV/0!Base board 4” #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 #DIV/0! #DIV/0!

Second 0.00 0.00 Pcs total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!duration - indirect cost 20%

Length 0 lft crew crew bonds premiums 0% 2.0 project costlabor 1 200.00 1.0 insurance premiums 0%

Carpenter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!W/ 10 per cent allowance cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!

equipment contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

profit 10.0% #DIV/0! 7.5% #DIV/0!total 27.5%total 5.0% 3.0 other costs #DIV/0! 0.0% #DIV/0!


Door casing 3” x 14 ft 0.00 PCS 212.80 0.00 4.0 indirect costFinshing nail 0.01 Kg 70.00 0.37Stikwell 0.00 Can 120.00 0.00 4.1 bonds premium #DIV/0! 0.0% #DIV/0!Screw with tox 0.00 PCS 2.00 0.00 4.2 insurance premium #DIV/0! 0.0% #DIV/0!



#DIV/0! 20.0% #DIV/0!total P0.37



install 75 lf/day

PCS/ DAY75 PCS/ DAY




king post 4” x king post 4” x #DIV/0! - PROJECT:qty: 0.00 pc PCF #DIV/0!

Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALlabor unit cost 250.00 - - Proj.Supervision 5.00% 1.1 Labor 0.00 ### #DIV/0!equipment unit cost #DIV/0! #DIV/0! Constn Facilities 2.50% 1.2 Direct Equipment 0.00 ### #DIV/0!material unit cost #DIV/0! #DIV/0! Indirect Eqpt 0% 1.3 Materials ### #DIV/0!unit cost #DIV/0! sub con P- Miscellaneous 0% 1.4 Subcontract 0.00 ### #DIV/0!total cost #DIV/0! Others 0% 0.00 72.50 #DIV/0!duration - Indirect Cost 20% crew crew Bonds Premiums 0% 2.0 PROJECT COST

labor 1 200.00 1.0 Insurance Premiums 0%carpenter 1 300.00 Escalation 0% 2.1 Project Supervision 0.00 5.0% #DIV/0!

Cost of Money 3% 2.2 Construction Facilities 0.00 2.5% #DIV/0!equipment Contingencies 5% 2.3 Indirect Equipment 0.00 0.0% #DIV/0!

Contractor Tax 2% 2.4 Miscellaneous 0.00 0.0% #DIV/0!Profit 10.0% 0.00 7.5% #DIV/0!

Total 27.5%bill of materials 3.0 OTHER COSTS 0 0.0% #DIV/0!

description qty unit unit cost amount 0 0.0% #DIV/0! -

4.0 INDIRECT COSTking post 4” x 4” pc 800 -

4.1 Bonds Premium 0.00 0.0% #DIV/0!4.2 Insurance Premium 0.00 0.0% #DIV/0!4.3 Escalation 0.00 0.0% #DIV/0!

Cost of Money 0.00 3.0% #DIV/0!4.5 Contingencies 0.00 5.0% #DIV/0!4.6 Contractor's Tax 0.00 2.0% #DIV/0!4.7 Profit 0.00 10.0% #DIV/0!

total P- 0.00 20.0% #DIV/0!

- #DIV/0!labor cost computation:

install 2 ft/day

2 ft/day


SUMMARY

PROJECT:

1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTAL

1.1 Materials #DIV/0! #DIV/0! #DIV/0!1.2 Labor 0.00 #DIV/0! #DIV/0!1.3 Direct Equipm 0.00 #DIV/0! #DIV/0!1.4 Subcontract 0.00 #DIV/0! #DIV/0!

#DIV/0! 68.50 #DIV/0!

2.0 PROJECT COST

2.1 Project Superv #DIV/0! 5.0% #DIV/0!2.2 Construction Fa #DIV/0! 2.5% #DIV/0!2.3 Indirect Equip #DIV/0! 0.0% #DIV/0!2.4 Miscellaneous #DIV/0! 0.0% #DIV/0!

#DIV/0! 7.5% #DIV/0!

3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

4.0 INDIRECT COST

4.1 Bonds Premiu #DIV/0! 0.0% #DIV/0!4.2 Insurance Pre #DIV/0! 0.0% #DIV/0!4.3 Escalation #DIV/0! 0.0% #DIV/0!4.4 Cost of Money #DIV/0! 3.0% #DIV/0!4.5 Contingencies #DIV/0! 5.0% #DIV/0!4.6 Contractor's T #DIV/0! 1.0% #DIV/0!4.7 Profit #DIV/0! 15.0% #DIV/0!

#DIV/0! 24.0% #DIV/0!

#DIV/0! #DIV/0!

moldings cast in place const bid cost/lm total bid cost summaryconcrete ballusterconcrete balluster #DIV/0! #DIV/0! project:

unit cost qty: 0.00 lm pcf #DIV/0!project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

labor unit cost 50.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!equipment unit cost #DIV/0! 0.00 constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!concrete molding unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!duration - indirect cost 20% crew crew bonds premiums 0% 2.0 project cost

labor 1 200.00 1.0 insurance premiums 0%mason 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!

cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0!contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0!contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0!

equipment profit 10.0% #DIV/0! 7.5% #DIV/0!total 27.5%

bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!

1.0 cement 2.00 bags 205.00 410.00 2.0 sand 0.50 cum 500.00 250.00 4.0 indirect costWelding rod 1.00 Kgs 110.00 110.00 Baluster (concrete) Pcs 100.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!

- 4.2 insurance premium #DIV/0! 0.0% #DIV/0!4.3 escalation #DIV/0! 0.0% #DIV/0!


total 770.00 #DIV/0! 20.0% #DIV/0!


1 man/2 lm/ day 10.00 mh / lmmh / lm

10.00


miscellaneous


decorative fixed capizdecorative fixed capiz #DIV/0! - PROJECT:qty: 0.00 SQFT PCF #DIV/0!

Project cost 7.5% 1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTALlabor unit cost 14.29 - - Proj.Supervision 5.00% 1.1 Labor 0.00 ### #DIV/0!

DESCRIPTION QTY AREA UNIT UNITCOST AMOUNT equipment unit cost #DIV/0! #DIV/0! Constn Facilities 2.50% 1.2 Direct Equipment 0.00 ### #DIV/0!W Ht sqft material unit cost #DIV/0! Indirect Eqpt 0% 1.3 Materials ### #DIV/0!

Capiz #DIV/0! sub con #DIV/0! Miscellaneous 0% 1.4 Subcontract 0.00 ### #DIV/0!0.3 1.2 0.00 set/s 300.00 - total cost #DIV/0! Others 0% 0.00 72.50 #DIV/0!

duration - Indirect Cost 20%AREA 0.00 - crew crew Bonds Premiums 0% 2.0 PROJECT COST

labor 1 200.00 1.0 Insurance Premiums 0%1 300.00

carpenter Escalation 0% 2.1 Project Supervision 0.00 5.0% #DIV/0!Cost of Money 3% 2.2 Construction Facilities 0.00 2.5% #DIV/0!

equipment Contingencies 5% 2.3 Indirect Equipment 0.00 0.0% #DIV/0!Contractor Tax 2% 2.4 Miscellaneous 0.00 0.0% #DIV/0!

Profit 10.0% 0.00 7.5% #DIV/0!Total 27.5%

bill of materials 3.0 OTHER COSTS 0 0.0% #DIV/0!description qty unit unit cost amount 0 0.0% #DIV/0!

4.0 INDIRECT COST

4.1 Bonds Premium 0.00 0.0% #DIV/0!4.2 Insurance Premium 0.00 0.0% #DIV/0!4.3 Escalation 0.00 0.0% #DIV/0!

Cost of Money 0.00 3.0% #DIV/0!4.5 Contingencies 0.00 5.0% #DIV/0!4.6 Contractor's Tax 0.00 2.0% #DIV/0!

- 4.7 Profit 0.00 10.0% #DIV/0!total P- 0.00 20.0% #DIV/0!

- #DIV/0!labor cost computation:

install 35 sqft/day

35 sqft/day


SUMMARY

PROJECT:

1.0 DIRECT COST AMOUNT IN PESOS PCT WT. OF TOTAL

1.1 Materials #DIV/0! #DIV/0! #DIV/0!1.2 Labor 0.00 #DIV/0! #DIV/0!1.3 Direct Eq 0.00 #DIV/0! #DIV/0!1.4 Subcontra 0.00 #DIV/0! #DIV/0!

#DIV/0! 68.50 #DIV/0!

2.0 PROJECT COST

2.1 Project Su #DIV/0! 5.0% #DIV/0!2.2 Constructi #DIV/0! 2.5% #DIV/0!2.3 Indirect #DIV/0! 0.0% #DIV/0!2.4 Miscellan #DIV/0! 0.0% #DIV/0!

#DIV/0! 7.5% #DIV/0!

3.0 OTHER COSTS #DIV/0! 0.0% #DIV/0!#DIV/0! 0.0% #DIV/0!

4.0 INDIRECT COST

4.1 Bonds Pr #DIV/0! 0.0% #DIV/0!4.2 Insurance #DIV/0! 0.0% #DIV/0!4.3 Escalation #DIV/0! 0.0% #DIV/0!4.4 Cost of M #DIV/0! 3.0% #DIV/0!4.5 Contingen #DIV/0! 5.0% #DIV/0!4.6 Contracto #DIV/0! 1.0% #DIV/0!4.7 Profit #DIV/0! 15.0% #DIV/0!

#DIV/0! 24.0% #DIV/0!

#DIV/0! #DIV/0!


assorted pebblesassorted pebbles classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

- project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

- labor unit cost 125.00 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0!

- equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0!

- material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0!

- Pebble unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0!

- total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0!

total volume - duration - indirect cost 20% crew crew bonds premiums 0% 2.0 project cost

labor 1 200.00 1.0 insurance premiums 0%Tile setter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0!



description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!pebbles - can 200.00 - cement - bag 205.00 - 4.0 indirect costsand - cum 500.00 -


total P- cost of money #DIV/0! 3.0% #DIV/0!4.5 contingencies #DIV/0! 5.0% #DIV/0!4.6 contractor's tax #DIV/0! 2.0% #DIV/0!


#DIV/0! #DIV/0!

4.00 mh / sqm


scratch coat 20 1:2


miscellaneous


adobe 12” x 12” x adobe 12” x 12” x classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

- project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 166.67 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0! - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0! - wall cladding unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0! - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! - duration - indirect cost 20% - crew crew bonds premiums 0% 2.0 project cost - labor 1 200.00 1.0 insurance premiums 0% - Tile setter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0! - contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - profit 10.0% #DIV/0! 7.5% #DIV/0! - total 27.5% - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!

total volume - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!adobe 12” x 12” x 4” - pcs 35.00 -

- 4.0 indirect cost -

cement 0 bags 205.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!sand 0.000 cum 500.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!






3.00 mh / sqm


scratch coat 20 1:2


miscellaneous


brick red 2” x 4” x 8brick red 2” x 4” x 8 classb #DIV/0! #DIV/0! project:descriptiondescription qtyqty width mwidth m length mlength m area sqmarea sqm unit cost qty: 0.00 sqm pcf #DIV/0!

- project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total - labor unit cost 166.67 - - proj.supervision 5.00% 1.1 labor 0.00 ### #DIV/0! - equipment unit cost #DIV/0! #DIV/0! constn facilities 2.50% 1.2 direct equipment 0.00 ### #DIV/0! - material unit cost #DIV/0! indirect eqpt 0% 1.3 materials #DIV/0! ### #DIV/0! - wall cladding unit cost #DIV/0! sub con miscellaneous 0% 1.4 subcontract 0.00 ### #DIV/0! - total cost #DIV/0! others 0% #DIV/0! 72.50 #DIV/0! - duration - indirect cost 20% - crew crew bonds premiums 0% 2.0 project cost - labor 1 200.00 1 insurance premiums 0% - Tile setter 1 300.00 escalation 0% 2.1 project supervision #DIV/0! 5.0% #DIV/0! - cost of money 3% 2.2 construction facilities #DIV/0! 2.5% #DIV/0! - contingencies 5% 2.3 indirect equipment #DIV/0! 0.0% #DIV/0! - contractor tax 2% 2.4 miscellaneous #DIV/0! 0.0% #DIV/0! - profit 10.0% #DIV/0! 7.5% #DIV/0! - total 27.5% - bill of materials 3.0 other costs #DIV/0! 0.0% #DIV/0!

total volume - description qty unit unit cost amount #DIV/0! 0.0% #DIV/0!brick red 2” x 4” x 8” - pcs 7.00 -

- 4.0 indirect cost -

cement 0 bags 205.00 - 4.1 bonds premium #DIV/0! 0.0% #DIV/0!sand 0.000 cum 500.00 - 4.2 insurance premium #DIV/0! 0.0% #DIV/0!






3.00 mh / sqm


scratch coat 20 1:2


miscellaneous


borderborder coats #DIV/0! #DIV/0! project:unit cost qty: 0.00 sqm pcf #DIV/0!

descriptiondescription ll htht openopen lengthlength project cost 0.08 1.0 direct cost amount in pesos pct wt. of totallabor unit cost 20.00 0.00 0.00 proj.supervision 0.05 1.10 labor 0.00 #DIV/0! #DIV/0!

0.00 equipment unit cost #DIV/0! #DIV/0! constn facilities 0.03 1.20 direct equipment 0.00 #DIV/0! #DIV/0!material unit cost #DIV/0! indirect eqpt 0.00 1.30 materials #DIV/0! #DIV/0! #DIV/0!painting unit cost #DIV/0! sub con miscellaneous 0.00 1.40 subcontract 0.00 #DIV/0! #DIV/0!

total total cost #DIV/0! others 0.00 #DIV/0! 72.50 #DIV/0!duration 0.00 indirect cost 0.20

crew crew bonds premiums 0.00 2.0 project costlabor 1.00 200.00 2.00 insurance premiums 0.00labor 1.00 300.00 escalation 0.00 2.10 project supervision #DIV/0! 0.05 #DIV/0!

cost of money 0.03 2.20 construction facilities #DIV/0! 0.03 #DIV/0!equipment 500.00 contingencies 0.05 2.30 indirect equipment #DIV/0! 0.00 #DIV/0!

contractor tax 0.02 2.40 miscellaneous #DIV/0! 0.00 #DIV/0!profit 0.10 #DIV/0! 0.08 #DIV/0!

total 0.28bill of materials 3.0 other costs #DIV/0! 0.00 #DIV/0!

description qty unit unit cost amount #DIV/0! 0.00 #DIV/0!border 8cm 0.00 roll/5m 420.00 0.00

4.0 indirect cost

4.10 bonds premium #DIV/0! 0.00 #DIV/0!4.20 insurance premium #DIV/0! 0.00 #DIV/0!

total 0.00 4.30 escalation #DIV/0! 0.00 #DIV/0!cost of money #DIV/0! 0.03 #DIV/0!


4.70 profit #DIV/0! 0.10 #DIV/0!#DIV/0! 0.20 #DIV/0!

#DIV/0! #DIV/0!

25.00 m/day25.00 m/day



floor finishes const bid cost/unit total bid cost summaryconcrete trellis classb P1,149.70 12,646.67 project:

description qty width m length m area sqm unit cost qty: 11.00 pcs pcf 1.38 project cost 7.5% 1.0 direct cost amount in pesos pct wt. of total

labor unit cost 95.45 1,050.00 1,050.00 proj.supervision 5.00% 1.1 labor 1050.00 8.30 8.30 - equipment unit cost 12.93 12.93 constn facilities 2.50% 1.2 direct equipment 0.00 0.00 0.00 - material unit cost 738.08 indirect eqpt 0% 1.3 materials 8118.84 64.20 64.20 - cer tile works unit cost 833.53 sub con miscellaneous 0% 1.4 subcontract 0.00 0.00 0.00 - total cost 9,168.84 others 0% 9168.84 72.50 72.50 - duration 1.50 indirect cost 20% - crew crew bonds premiums 0% 2.0 project cost - labor 2 200.00 1.0 insurance premiums 0% - tilesetter 1 300.00 escalation 0% 2.1 project supervision 632.33 5.0% 5.00 - cost of money 3% 2.2 construction facilities 316.17 2.5% 2.50

contingencies 5% 2.3 indirect equipment 0.00 0.0% 0.00contractor tax 2% 2.4 miscellaneous 0.00 0.0% 0.00

profit 10.0% 948.50 7.5% 7.50total 27.5%

bill of materials 3.0 other costs 0 0.0% 0.00total volume - sqm description qty unit unit cost amount 0 0.0% 0.00

concrete trellis 3” x 6” x 2.2 11.00 pcs 580.00 6,380.00 4.0 indirect cost

delivery charge 1,500.00 4.1 bonds premium 0.00 0.0% 0.00Cement 0.7425 Bags 205.00 152.21 4.2 insurance premium 0.00 0.0% 0.00Sand 0.04125 Cu m 500.00 20.63 4.3 escalation 0.00 0.0% 0.00Welding rod 0.66 Kgs 100.00 66.00 cost of money 379.40 3.0% 3.00

4.5 contingencies 632.33 5.0% 5.00total P8,118.84 4.6 contractor's tax 252.93 2.0% 2.00

4.7 profit 1264.67 10.0% 10.002529.33 20.0% 20.00

labor cost computation:12,646.67 100.00

7.33 trellis/day


miscellaneous

Documents

cost estimate template