A.
EARTHWORKS
A.1 EXCAVATION
A.1.1 FOOTING
F-1
F-2
F-3
A.2 COMPACTION
FOOTING
A.3 BACKFILL
Footing
A.4 GRAVEL BED (100mm THK)
Footing
A.5 HAULING/LOADING/DUMPING OF EXCESS EXCAVATED SOIL
B. CONCRETE WORKS
D.11 SLAB ON FILL
SOF MAIN BUILDING BASIS
C-1 Foundation to roof @ 1.5m depth
ties-1
FOOTING TO TIE BEAM
DATE 1/9/2024
Project : MEZZANINE PEDESTAL
Owner :
Location :
SUBJECT : MATERIALS QUANTITY TAKE-OFF
# of L W depth Area VOLUME
sets (m) (m) (m)assume (sq.m) (cu.m)
25 2.20 2.20 2.10 151.47 318.09
10 1.50 1.50 2.10 31.50 66.15
6 1.20 1.40 2.10 15.47 32.49
.
41 sets 198.44 416.72 cu.m
TOTAL VOLUME OF EXCAVATION > 416.72 cu.m
LAYER Area Total Area
1 198.44 198.44
198.44 sq.m
VOLUME VOLUME VOLUME
excav concrete (cu m)
416.72 #REF! #REF!
TOTAL VOLUME OF BACKFILL #REF! cu.m
AREA t VOLUME
(sq m) (m) (cu m)
198.44 0.13 25.80
TOTAL VOLUME OF GRAVEL BEDDING 25.80 cu.m
#REF! cu.m.
#REF! tl.
# of L W t VOLUME FORMs # of
sets (m) (m) (m) (cu m) (sq m) pcs
1.00 28.50 9.00 0.20 51.30 256.50 1,009.00 23.00
1,010.50 46.00
1,009.00 72.00
53.87 256.50
12 0.30 0.30 3.70 4.00 53.28 2,009.00 0.00
1,009.00 49.00
1,010.50 25.00
1,006.00 65.00
REBAR
dia. CL U/W
mm (m) kgs/lm (kgs)
- 10 mm x 9.0 0.616 127.51
- 10 mm x 10.5 0.616 297.53
- 10 mm x 9.0 0.616 399.17
Rf = 3.21 kgs/sq.m. 824.21 ###
- 20 mm x 9.0 2.466 0.00
- 10 mm x 9.0 0.616 271.66
- 10 mm x 10.5 0.616 161.70
- 10 mm x 6.0 0.616 240.24
spacing QTY # Roff CL
LONG 0.4 23 3.31 1.00 9.00
LONG 0.4 46 0.00 1.00 10.50
TRAN 0.4 72 1.05 1.00 9.00
VB 0.80 3.95 9.00 12 1 9.0 0.00 0.00 0.00
ties -1 outer -0.23 2.20 16 4 9.0 0.00 0.00 0.00
inner 1.07 1.30 16 8 10.5 0.00 0.00 0.00
inner 0.80 1.80 16 3 6.0 0.00 0.00 0.00
0.00 0.00
0.00 0.00 0 6 REST JOINT TIES
0.00 0.00 0.05 0.1 0.2 13 3
0.00 0.00
DATE : March 05, 2024
PROJECT : Demolition and Reconstruction
LOCATION :
OWNER : ADVANCE
SUBJECT : ADDITIONAL
Materials Labor
ITEM DESCRIPTION QTY UNIT TOTAL COST
Unit Cost Quantity cost unit cost Quantity cost
1.0 GENERAL REQUIREMENTS
1.1 Mobilization & Demobilization 1.00 lot - - -
Equipment Mobilization 1.00 lot - - -
Manpower Mobilization 1.00 lot - - -
2.0 DEMOLITION
2.1 Roofing sheet & Trusses 135.00 sq.m. - 300.00 40,500.00 40,500.00
2.2 Flooring 256.50 sq.m. 250.00 64,125.00 64,125.00
2.3 Fence (CHB) 70.80 sq.m. 250.00 17,700.00 17,700.00
2.4 Column 28.00 lm 400.00 11,200.00 11,200.00
2.5 Removal of RCP (18") 23.00 lm 450.00 10,350.00 10,350.00
2.6 Removal of Steel gate 1.00 lot 3,000.00 3,000.00 3,000.00
4.0 RECONSTRUCTION
4.1 COMPACTION
Slab on Grade 256.50 sq.m. 80.00 20,520.00 20,520.00
4.2 CONCRETING WORKS
Slab on Grade 52.00 cu.m. 5,400.00 280,800.00 1,100.00 57,200.00 338,000.00
4.3 FORMWORKS
Slab on Grade 256.50 sq.m. 100.00 25,650.00 - 25,650.00
4.4 MASONRY WORKS
Plastering
Wall (adobe) 74.50 sq.m. 350.00 26,075.00 - 26,075.00
Column 22.20 sq.m. 250.00 5,550.00 - 5,550.00
Lineal 55.50 lm 100.00 5,550.00 - 5,550.00
4.5 DRAINAGE
18" RCP 23.00 pcs. 950.00 21,850.00 380.00 8,740.00 30,590.00
15"' RCP 9.00 pcs. 850.00 7,650.00 340.00 3,060.00 10,710.00
T O T A L P R O J E C T C O S T 609,520.00
ENGR. RAULITO Y. CINCO
GENERAL CONTRACTOR
