Supply of Materials For Maintenance
Supply of Materials For Maintenance
Supply of Materials For Maintenance
CITY OF CALAMBA
Province of Laguna
B. Indirect Cost
1. Freight and Insurances ------------------------------------------------------------------------- 1.67 1,223.30
2. Other Cost Factor ------------------------------------------------------------------------------- 10.00 7,339.80
3. VAT ------------------------------------------------------------------------------------------------ 5.00 3,669.90
2.00
14.00
12.00
28.00
137,000.00
118,476.10
18,523.90
(14) ESTIMATED COST BY ITEM OF WORK (14.2) (14.30) (14.40) (14.50) (14.6)
% of
TOTAL
I MATERIALS
plastering masonry steel concreting
#REF! #REF! - 71.00 PORTLAND CEMENT 71.00
#REF! #REF! - 4.00 S-1, SAND 4.00
- - - 8.00 ¾" GRAVEL 8.00
10 MM Ø X 6.O M RSB 15.00
- - #REF! - 12 MM Ø X 6.O M RSB 80.00
- - #REF! - 16 MM Ø X 6.O M RSB 12.00
- - - #REF! GA. # 16 G.I. TIEWIRE 2.00
- #REF! - - 1/2" THK PHENOLIC BOARD (4'X8') 20.00
2" X 3" x 10' COCO LUMBER 200.00
2" NAILS 1.00
3" NAILS 1.00
32MM x 92MM, 0.6M THK METAL STUDS 7.00
4FT x 8FT, 6MM THK HARDIFLEX 6.00
BLIND RIVETS 1.00
0.90MX2.10M FLUSH DOOR WITH COMPLETE ACCESSORIES 1.00
1.20MX2.00M STEEL CASEMENT WINDOWS 4.00
0.40MM x 2.44M PRE-FAB GUTTER 24" (DURACOLOR) 3.00
XI SANITARY WORK
WATER CLOSET W/ COMPLETE ACCESSORPC ### 0.00
4" ø PVC TEE PCS### 0.00
4" ø PVC ELBOW PCS### 0.00
4" ø PVC CLEAN-OUT PCS### 0.00
4" ø PVC PIPE PCS### 0.00
3" ø PVC PIPE PCS### 0.00
2" ø PVC P-TRAP PCS### 0.00
3" ø PVC WYE PCS### 0.00
2"ø X 3" ø PVC WYE PCS### 0.00
3" ø PVC TEE PCS### 0.00
3" ø PVC ELBOW PCS### 0.00
3" ø PVC CLEAN-OUT PCS### 0.00
4" X 4" FLOOR STRAINER PCS### 0.00
3/4" ø X 20' SCH 40 G.I. PIPE PCS### 0.00
3/4" ø G.I. COUPLING PCS### 0.00
3/4" ø G.I. ELBOW PCS### 0.00
3/4" ø G.I. TEE PCS### 0.00
3/4" ø G.I. UNION PATENTE PCS### 0.00
3/4" X 1/2" BUSHING REDUCER PCS### 0.00
1/2" ø X 20' SCH 40 G.I. PIPE PCS### 0.00
1/2" ø G.I. COUPLING PCS### 0.00
1/2" ø G.I. ELBOW PCS### 0.00
1/2" ø G.I. TEE PCS### 0.00
1/2" ø G.I. UNION PATENTE PCS### 0.00
1/2" ø X 3" G.I. NIPPLE PCS### 0.00
1/2" ø FAUCET PCS### 0.00
1/2" ø GATE VALVE PC ### 0.00
SEALANT LIT### 0.00
1/2" X 3/8" BUSHING REDUCER PCS### 0.00
3/8" ø X 2" G.I. NIPPLE PCS### 0.00
3/8" ANGLE VALVE PCS### 0.00
FLEXIBLE HOSE FOR TANK PCS### 0.00
PVC SOLVENT CEMENT LIT### 0.00
TEFLON TAPE BXS### 0.00
0.00
XIV TILEWORKS
12" X 12" UNGLAZED CERAMIC TILES PCS### 0.00
8" X 8" GLAZED CERAMIC TILES PCS### 0.00
8" X 8" UNGLAZED CERAMIC TILES PCS### 0.00
TILE GROUT 2kg-### 0.00
PORTLAND CEMENT BGS### 0.00
S-1 SAND M3 ### 0.00
TILE TRIM PCS### 0.00
0.00
CP SCREEN WIRE
2"X6"X COLLAR PLATE
0.00
UNIT UNIT COST TOTAL
CEMENT
SAND
GRAVEL
GAVEL BEDDING:
PEDESTAL
WALL FOOTING
FLOORING/SLAB
TOTAL VOLUME
12 MM Ø FTNG BARS
m2
Err:520 CU.M 0.00 *checking
2. VERTICAL BARS
RIGHT 0.80 2.00 36.00 28.80
LEFT 0.80 2.00 36.00 28.80
LONGITUDINAL BAR
FOR 12 MM DIAMETER BAR
LENGTH (X) UNITS TOTAL LENGTH COMMERCIAL LE
1. HORIZONTAL BARS (BOTTOM)
TOP 9.00 5.00 45.00 6.00
DOWN 9.00 5.00 45.00 6.00
2. VERTICAL BARS
RIGHT 9.00 4.00 36.00 6.00
LEFT 9.00 4.00 36.00 6.00
SUMMARY:
10 MM DIAMETER BAR 12.00
12 MM DIAMETER BAR 73.00
16 MM DIAMETER BAR 9.00
III. FORMWORKS
PHENOLIC BOARD
6.00 4.80
6.00 4.80
6.00 6.60
6.00 5.40
PCS/6M LENGTH
7.50
7.50
6.00
6.00
4.50
4.50
volume
cu.m.
3.60
1.80
1.08
1.44
-
7.92 *checking
current
previous previous 250.00 / bag
71.00 bags @ 230.00 240.00 1,000.00 / cu.m.
4.00 cu.m. @ 800.00 1,000.00 1,380.00 / cu.m.
8.00 cu.m. @ 900.00 1,200.00
volume
cu.m.
0.90
-
-
0.90 *checking
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! #REF!
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! #REF!
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! ###
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! #REF!
#REF! #REF! 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! #REF!
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! #REF!
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! ###
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! ###
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! ###
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! ###
#REF! ### 1.00 lot #REF! 12% 14% 1% 27% #REF! #REF! #REF! #REF! #REF!
LEO O. TICZON JOSEPH L. DELOS REYES IRWIN M. PACADA JOAQUIN M. CHIPECO, JR.
Engineer I Engineer IV City Engineer City Mayor
=
SUPPLY OF MATERIALS FOR DAYCARE KITCHEN EXTENSION
0.00
CONTROL PANNEL 2
TO TRANSFER AT PP1C
MOB/DEMOB #REF!
OCM #REF!
PROFIT #REF!
VAT #REF!
TOTAL #REF!
CONTROL PANNEL 3
MC % Factor LC by % LC by MD LC TOTAL DC (MC & LC) C.D. 16 WEEKS
CD
#REF! 0.00 0.00 0.00 - #REF! #REF! 2.20% 0.4
#REF! 0.35 #REF! 0.00 #REF! #REF! #REF! 13.33% 2.1
#REF! 0.30 #REF! 0.00 #REF! #REF! #REF! 4.53% 0.7
#REF! 0.35 #REF! 0.00 #REF! #REF! #REF! 2.80% 0.4
#REF! 0.35 #REF! 0.00 #REF! #REF! #REF! 0.60% 0.1
#REF! 0.35 #REF! 0.00 #REF! #REF! #REF! 28.80% 4.6
#REF! 0.35 #REF! 0.00 #REF! #REF! #REF! 47.74% 7.6
#REF! 0.20 #REF! 0.00 #REF! #REF! #REF! 100.00% 16
#REF! 0.35 #REF! 0.00 #REF! #REF!
#REF! 0.35 #REF! 0.00 #REF! #REF!
#REF! 0.40 #REF! 0.00 #REF! #REF!
Prepared by: Checked & Reviewed by: Recommending Approval: Approved by:
LEO O. TICZON JOSEPH L. DELOS REYES IRWIN M. PACADA JOAQUIN M. CHIPECO JR.
Engineer I Enginner IV City Engineer City Mayor
REPUBLIC OF THE PHILIPPINES
CITY OF CALAMBA
PROVINCE OF LAGUNA
CITY ENGINEERING OFFICE
S - CURVE
SERIES1
100 100.00
90
84.29
80
70
cumm. rate ( % )
60
50 52.86
40
30
20 18.57
10
0 0.00
0 6 12 18 24 30 36 42 48 54 60 66 72 78 84 90 96
# of days
Prepared by: Checked & Reviewed by: Recommending Approval: Approved by:
LEO O. TICZON JOSEPH L. DELOS REYES IRWIN M. PACADA JOAQUIN M. CHIPECO JR.
Engineer I Enginner IV City Engineer City Mayor
Calendar Days 0 24 48 72 96
### 4 2
### 2
### 1 4 2
### 2 4 1
### 3 4
### 1 4 1
### 3 4 2
### 1 4 4
### 4 1
### 2 2 2
### 4 2
###
###
###
Accumulated Days 0 13 37 59 70
0 0 0
13 18.57 24
37 52.86 48
59 84.29 72
70 100 96
0 0
24 18.57
48 52.86
72 84.29
96 100 ***REFLECT ON GRAPH
COMPUTATIONS:
I. EARTHWORKS
1. EXCAVATION
2. COLUMN REBARS
2. Total height of typical column from top of footing to the top of highest beam
( C-1 ) : 3.95 meters long
( C-2 ) : 7.00 meters long
( C-3 ) : 8.50 meters long
6. Refering to tables, piesces of ties can be cut from selected full length steel bar
Column Dimension Cut length Full length Number
( C-1 ) : 0.20 x 0.30 0.928 6.00 6.47 SAY 6
( C-2 ) : 0.20 x 0.35 1.028 6.00 5.84 5
( C-3 ) : 0.35 x 0.35 1.328 6.00 4.52 4
THEREFORE USE:
3. BEAM REBARS
# of beams
Total # of Bars = 4.00 X 16.00 = 64.00 pcs.
20mmØ
b. For the contineous beam
L
1. Edge at Support = 3.60 / 4.00 = 0.90
L/4 Col. Width Factor
0.90 + 0.35 + 0.20
= 1.45 mts.
L
2. Midspan Top = 3.60 / 4.00 = 0.90
LT / 4 = 2.15
L
3. Midspan Bottom = 3.6 X 0.60 = 6.00 mts.
THEREFORE USE:
4. WALL FOOTING
Bar size of Wall Footing 10.00 Ø
# of Wall Footings/Units 1.00 m
Length of Wall Footing 10.70 m
# of 6.00 mts. Full Length 1.78 Pcs.
SAY 2.00 Pcs.
Commercial Length 6.00 m
Additional +Factor 0.20 m
Additional Length 0.40 m
Total Length' 11.10 m
# of Longitudinal Bars 2.00 Units
Total Length 22.20 m
a. Longitudinal 10 MM Ø WALL BARS 3.70 Pcs.
SAY USE: 4.00 Pcs.
3. REINFORCEMENT
4. PLASTERING
ROOF:
Lenght = 3.50 mts. No. of sheets 8.00 pcs. @ 3.50 2.00
Width = 8.00 mts.
Eff. width = 1.00 mts. TOTAL SHEETS 56.00 LN. M.
3. Solving for the supporter frame or ribs @ 0.10 m O.C. From Table 5-3
For 2" x 2" 26.00 X 23.40 = 608.40 Bd.ft.
Say 608.00 Bd.ft.
4. Solving for the circumferential supporter
For 1" x 14" 26.00 X 13.50 = 351.00 Bd.ft.
Say 351.00 Bd.ft.
1. Determine the total depth of two sides and the bottom ; 1.10 m
width of the beam, thus the summation be taken as "Wt"
2. Multiply the result "Wt" by the clear span ; 4.95 sq.m.
3. Solving for the plywood form using table 5-4
For 1.20x2.40 4.95 X 0.42 = 2.08 pcs.
For Total Units 6.00 X 2.08 = 12.47 pcs.
Say 13.00 pcs.
Another Solution:
For 1.20x2.40 4.95 X 0.37 = 1.83 pcs.
For Total Units 6.00 X 1.83 = 10.99 pcs.
Say 11.00 pcs.
E. FORMWORKS
a. For Staging of Columns: USE 10 units of col. for form works out of 25 columns
b. No. of plywood
0.60 0.60 0.60 0.60 0.60 0.60
3.00
Columns Plywood
4.00 = 5.00
Therefore 10.00 = 12.50 pcs. of 1.20 x 2.40 say 13.00
20 UNITS
2.9
other side 0.6 0.6 0.6 0.6 0.5
0.2
20 UNITS
TABULATION
COCOLUMBER
Staging of col. vert. hor. Diag.
2x3 Bd.ft. 203.00 203.00
2x2 Bd.ft. 609.00 338.43 320.00 1,267.43
FORMWORKS
1.2 X 2.4 p.w. 13.00 13.00
2 x 2 x 10 96.00 pcs. = 320.00 Bd.ft.
VI. CARPENTRY
ConversIon
*Note: 1.00 m = 3.28 ft ; Use nearest commercial sizes of lumber
Height Mts. Feet Say Length Mts. Feet Say
(vert.) 2.50 8.20 10.00 (hori) 6.00 19.68 20.00
140.00
USE Total Board Foot 141.00
1. CEILING_by area
By Table
Studs Sizes (mts) mts. o. c. Area Factor Bd.ft.Req.
Vertical 2" x 2" Height 4.00 0.40 (m2) AXF
Horizontal 2" x 2" Length 7.00 0.40 28.00 6.417 179.676
Say 28.00 USE 180.00 Bd.ft.
* round of to whole nos.
ConversIon
*Note: 1.00 m = 3.28 ft ; Use commercial sizes of lumber
Height Mts. Feet Say Length Mts. Feet Say
(vert.) 4.00 13.12 14.00 (hori) 7.00 22.96 24.00
176.67
USE Total Board Foot 177.00
T. AREA = 57.63 M2
Factor
1st NO. OF GALS. = 57.63 25 2.31 Say 4.00 Gals.
2nd & 3rd NO. OF GALS. = 57.63 30 3.84 Say 5.00 Gals.
Steel gate:
Concrete fence:
POSTS WALL
WIDTH = 0.90 LENGTH = 68.00
HEIGHT = 1.30 WIDTH = 0.60
UNITS = 23.00 UNITS = 1.00
AREA = 26.91 M2 AREA = 40.80 M2
POST
WIDTH = 0.25
HEIGHT = 0.20
UNITS = 23.00
AREA = 1.15 M2
T. AREA = 68.86 M2
Factor
1st NO. OF GALS. = 68.86 25.00 2.75 Say 3.00 Gals.
2nd & 3rd NO. OF GALS. = 68.86 30.00 4.59 Say 5.00 Gals.
1. EXCAVATION
@ 1.50 CU.M/person
thus 31.65 person per day
Say 15.83 persons for 2 Days : Note use 12 person @ 2 days
3. SLAB/PAVEMENT
18.00
2. COLUMN REBARS
Min. "F" from Ø of bar "L" of each vert. bar T. L. in each column
( C-1 ) : 0.30 12mm Ø 4.55 mts. 18.20 mts.
( C-2 ) : 0.35 16mm Ø 7.70 mts. 46.20 mts.
( C-3 ) : 0.45 20mm Ø 9.30 mts. 74.40 mts.
12mm (1/2") Bar Straight Length = Beam over all Length + 0.30
16mm (5/8") Bar Straight Length = Beam over all Length + 0.35
20mm (3/4") Bar Straight Length = Beam over all Length + 0.45
25mm (1") Bar Straight Length = Beam over all Length + 0.55
Note: Allowance for the concrete covering at both ends of the bent bars of the
beam or girder already accounted for in the above formulas
TIEWIRES
By Determining total contact points_Actual
Length Spacing
Longi. 144.00 / 0.40 = 360.00 Say 361.00
Units
VI. FORMS,SCAFFOLDING AND STAGING
k
TABLE 5-5 QUANTITY OF LUMBER FOR SCAFFOLDING AND STAGING
k
k
k
NUMBER OF BOARD FOOT OF STUDS AND NAILING JOIST
PER SQUARE METER
Lumber Spacing in Centimeters (center to center)
Size In.
30 x 30 30 x 60 40 x 40 40 x 60 60 x 60
1x1 4.230 3.256 3.208 2.771 2.333
2x2 8.460 6.513 6.417 5.445 4.667
k 2x3 12.688 9.769 9.625 8.312 7.000
2x4 16.920 13.026 12.833 11.083 9.333
2x5 21.146 16.282 16.402 13.854 11.667
2x6 25.375 19.539 19.250 16.625 14.000
Concrete Neutralizer
VI. CARPENTRY
2. Partition Wall
By Counting
Studs Sizes (mts) mts. o. c. Spacing + Factor # of Studs (Spa. + F)
Vertical 2" x 3" Height 2.70 0.40 20.00 +1 21.00 pcs.
Horizontal 2" x 3" Length 8.00 0.60 4.50 +1 5.50 pcs.
182.00
USE Total Board Foot 182.00
PROJECT TITLE : PROPOSED VAWC BUILDING
BARANGAY CHAIRMAN: LUISITO G. MANGUIAT
PROLECT LOCATION : BRGY. MABATO, CALAMBA CITY
BREAKDOWN OF EXPENDITURES
I MATERIALS
total beam column footslab ramp plastering masonry steel concreting
102 1.05 97 0- 26 23 0 48 PORTLAND CEMENT 102 BAGS 250.00 25,500.00
7 1.05 6 0- 1 2 0 3 S-1, SAND 7 CU.M. 1000.00 7,000.00
6 1.05 5 0- 0 0 0 5 ¾", GRAVEL 6 CU.M. 1380.00 8,280.00
378.43 5.33 75 1.05 71 18 22 0 0 0 31 0 12 MM Ø X 6.O M RSB 75 PCS. 218.00 16,350.00
310.8 3.7 89 1.05 84 42 0 0 42 0 10 MM Ø X 6.O M RSB 89 PCS. 152.00 13,528.00
689.23 0.025 19 1.05 17.23075 0 0 0 0 17.23075 GA. # 16 G.I. TIEWIRE 19 KGS. 90.00 1,710.00
598 1.05 569 0 0 569 0 0 4" CHB 598 PCS. 18.00 10,764.00
50 1.05 47 GA. # 16 X 2" X 4" X 20' C- PURLINS 50 PCS. 748.00 37,400.00
13 1.05 12 1 1/2" x 1 1/2" x 1/4" angular bar 14 PCS. 713.00 9,982.00
4 1.05 3 0.40MM X 3.20M DURACOLOR RIB-TYPE ROOFING 4 PCS. 1718.40 6,873.60
111 1.05 105 TEKSCREW 111 PCS. 2.50 277.50
TOTAL 137,665.10