Sample Take Off
Sample Take Off
Sample Take Off
0
803(1)a Structure Excavation (Common Soil) Err:509
804(1)a Embankment (From Structure Excavation) Err:509
#REF! #REF! #REF!
804(1)b Embankment from Borrow Err:509
1716(4)a Reinforced Concrete Piles Err:509
903(1) Forms and Falseworks Err:509
900(1)c1 Structural Concrete (Class A 28days) Err:509
902(1)a1 Reinforcing Steel (Deformed) Err:509
1046(2)a CHB Non Load Bearing (including Reinforcing Steel) 100mm Err:509
#REF!
1010(2)b Doors Wood Panel Err:509
1009(1)a Jalousie Window Glass Err:509
1004(2)a Finishing Hardware Lockset Err:509
1208(4) Square Bar Railings (Solid) Err:509
1208(2)b2 GI Pipe Railings 50mm dia. Err:509
#REF!
#REF! #REF! #REF!
#REF! #REF! #REF!
1003(3)a1 Cabinets Err:509
#REF!
1027(1) Cement Plaster Finish Err:509
1032(1)a1 Painting Works (Masonry/Concrete) Err:509
#REF! #REF! #REF!
1018(1) Glazed Tiles and Trims Err:509
#REF!
1100(19) Conduits, Boxes and Fittings Err:509
1101(18) Wires and Wiring Devices Err:509
1103(1) Lighting Fixtures Err:509
1102(1)b1 Panelboard with Main & Branch Breakers Bolt-on Type Flush Typ Err:509
1002(5)a3 Cold Water Lines Err:509
#REF!
B.7 Occupational Safety and Health Program Err:509
Total: Err:509
Prepared by:
Recommending Approval:
ELEANOR L. AREOLA
Asst. District Engineer
Concurred by:
Prepared by:
Recommending Approval:
ELEANOR L. AREOLA
Asst. District Engineer
Concurred by:
page 1/2
WORK
Equipment
Type Needed Available
ERNESTO R. MESINA
Chief-Planning & Design Section
Approved:
EDNA F. ME EZ
OIC-District Engineer
E P. RIVERA, CESO V
Superintendent
es
Highways
g Office
Site
page 2/2
WORK
Total: Err:509
A. Total Direct Cost Php Err:509
B. Quality Control
C. Project Management
D. Budgetary Reserve
E. R.O. Retention
F. C.O. Retention
G. Soil Testing 148,500.00
H. Administrative Cost (1%) Err:509
Total ---------- Php Err:509
Total Estimated Quantity ---------- Php Err:509
Checked by:
ERNESTO R. MESINA
Chief-Planning & Design Section
Approved:
DANILO J. VILLA, JR
District Engineer
E L. RIVERA, CESO V
Superintendent
Page 9 of 235
Name of Project :
Construction of a 2STY4CL School Building, Legazpi City
High School, Legazpi City, Albay 2nd LD
Location : Legazpi City (Capital)
Appropriation : PHP 6,670,639.14
Source of Fund : CY 2016 Basic Educational Facilities Fund (BEFF) - Batch 7
Classification : Building
Net Length : N/A
Limit : N/A
Implementation Procedure : By Contract
Description : Construction of four (4) classrooms of the required 2STY8CL Legazpi C
reinforced concrete pile foundation
Name of Project :
Construction of a 2STY4CL School Building, Legazpi City
High School, Legazpi City, Albay 2nd LD
Location : Legazpi City (Capital)
Appropriation : PHP 6,670,639.14
Source of Fund : CY 2016 Basic Educational Facilities Fund (BEFF) - Batch 7
Classification : Building
Net Length : N/A
Limit : N/A
Implementation Procedure : By Contract
Description : Construction of four (4) classrooms of the required 2STY8CL Legazpi C
reinforced concrete pile foundation
1103(1) Lighting Fixtures 0.27%
1200(14)b3 Oscillating Ceiling Fan 0.22%
1202(12)a1 Fire Extinguisher ABC with Bracket 0.24%
1208(2)b1 GI Pipe Railings 0.24%
1208(2)b2 GI Pipe Railings 0.65%
1208(4) Square Bar Railings (Solid) 3.23%
1716(4)a Reinforced Concrete Piles 26.95%
A.1.1 (8) Provison of Field Office for the Enqineer (Rental Basis) 0.57%
B.5 Project Signboard 0.05%
B.7 Occupational Safety and Health Program 1.27%
Total: 100.00%
ESTIMATED COST OF PROGRAM OF WORK
Item No. Description
Name of Project :
Construction of a 2STY4CL School Building, Legazpi City
High School, Legazpi City, Albay 2nd LD
Location : Legazpi City (Capital)
Appropriation : PHP 6,670,639.14
Source of Fund : CY 2016 Basic Educational Facilities Fund (BEFF) - Batch 7
Classification : Building
Net Length : N/A
Limit : N/A
Implementation Procedure : By Contract
Description : Construction of four (4) classrooms of the required 2STY8CL Legazpi C
reinforced concrete pile foundation
Name of Project :
Construction of a 2STY4CL School Building, Legazpi City
High School, Legazpi City, Albay 2nd LD
Location : Legazpi City (Capital)
Appropriation : PHP 6,670,639.14
Source of Fund : CY 2016 Basic Educational Facilities Fund (BEFF) - Batch 7
Classification : Building
Net Length : N/A
Limit : N/A
Implementation Procedure : By Contract
Description : Construction of four (4) classrooms of the required 2STY8CL Legazpi C
reinforced concrete pile foundation
1208(2)b1 GI Pipe Railings
1208(2)b2 GI Pipe Railings
1208(4) Square Bar Railings (Solid)
1716(4)a Reinforced Concrete Piles 11 m
A.1.1 (8) Provison of Field Office for the Enqineer (Rental Basis)
B.5 Project Signboard
B.7 Occupational Safety and Health Program
GRAND TOTAL
1. Labor Php 1,618,501.34
2. Materials 5,415,426.33
3. Equipment 1,681,266.97
4. Mark-Up 17% 1,465,999.63
5. VAT/W.T. 509,059.71
Name of Project :
Construction of a 2STY4CL School Building, Legazpi City
High School, Legazpi City, Albay 2nd LD
Location : Legazpi City (Capital)
Appropriation : PHP 6,670,639.14
Source of Fund : CY 2016 Basic Educational Facilities Fund (BEFF) - Batch 7
Classification : Building
Net Length : N/A
Limit : N/A
Implementation Procedure : By Contract
Description : Construction of four (4) classrooms of the required 2STY8CL Legazpi C
reinforced concrete pile foundation
5,089,667.82
Submitted & Recommended by:
ELEANOR L. AREOLA
Asst. District Engineer
Page 16 of 235
10,690,253.98
A. Total Direct Cost Php 10,690,253.98
B. Quality Control
C. Project Management
D. Budgetary Reserve
E. R.O. Retention
F. C.O. Retention
G. Soil Testing 148,500.00
H. Administrative Cost (1%) 108,387.54
Total ---------- Php 10,947,141.52
Total Estimated Project Cost ---------- Php 10,947,141.52
6,670,639.14
64.11% 4,276,502.38
ELEANOR L. AREOLA
Asst. District Engineer
Page 18 of 235
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
Common Laborer 7
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Page 20 of 235
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Page 21 of 235
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Page 22 of 235
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Page 24 of 235
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Gravel cu.m
Page 25 of 235
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 3
Common Laborer 5
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
208.16 cu.m
Portland Cement 9.5 bag
Sand 0.5 cu.m
Gravel G2 1 cu.m
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 4
Common Laborer 6
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Page 30 of 235
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Common Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Prepared by: Submitted by:
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
Common Laborer 1
Page 32 of 235
Sub-Total for 2
Name and Specification
Unit
3 Materials
Concrete Counter Sink Type w/ Lever Type Faucet, w/ Complete Acc set
Lavatory w/ Complete Accessories set
" Faucet Hose Bibb, Brass pc
Tissue Holder pc
Soap Holder pc
Facial Mirror (3.28ft x 2.624ft) sq.ft
Water Closet w/ Complete Accessories set
Water Closet Flange set
4"x4" SS Floor Drain pc
1" SS Grab Rail set
Page 33 of 235
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Common Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Prepared by: Submitted by:
Designation
Qty.
1
Page 35 of 235
Construction Foreman 1
Skilled Laborer 2
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Common Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 4
Sub-Total for 1
Name and Capacity
Qty.
2
Page 40 of 235
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Page 41 of 235
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 4
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Page 43 of 235
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Common Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Common Laborer 2
Page 48 of 235
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Page 49 of 235
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Page 51 of 235
Construction Foreman 1
Skilled Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 4
Common Laborer 3
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 4
Common Laborer 3
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
1233 m
4.368 m/hr
Sub-Total for 1
Name and Capacity
Qty.
2
Page 56 of 235
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
Page 57 of 235
Designation
Qty.
1 Labor
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1
Page 59 of 235
Construction Foreman 1
Skilled Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Sub-Total for 1
Page 64 of 235
Sub-Total for 2
Name and Specification
Unit
3 Materials
Dry Chemical Fire Extinguisher with wall clamp and cabinet set
Sub-Total for 3
Total Direct Cost
Page 65 of 235
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Construction Foreman 1
Skilled Laborer 1
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 1
Common Laborer 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Construction Foreman 1
Skilled Laborer 2
Common Laborer 4
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
76 pcs
RC Pile Size 0.25x0.25m 11 m each
Portland Cement bag
Sand cu.m
Gravel G2 cu.m
20mm x 7.5m RSB 304 pcs kg
10mm x 6m RSB 700 pcs kg
8mm x 50mm x 50mm x 6m; Angle Bar, Pile Sheet kg
12mm Thk. Marine Plywood pc
#16 G.I. Tie Wire kg
Page 71 of 235
Sub-Total for 3
Total Direct Cost
a. Mark-Up 17%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Sub-Total for 1
Name and Capacity
Qty.
2
Page 72 of 235
Sub-Total for 2
Name and Specification
Unit
3 Materials
Sub-Total for 3
Total Direct Cost
a. Mark-Up 8%
Indirect Cost
Page 73 of 235
No. Designation
Qty
1 Labor
Construction Foreman 0
Skilled Laborer 1
Common Laborer 1
Sub-Total For 1
Name and Capacity
2 Qty
Equipment
Minor Tools
Sub-Total For 2
Name & Specification
3 Unit
Materials
Tarpauline sq.ft
Lumber, Braces and Frame bd.ft
Assorted CWN kg
6mm Thk. Marine Plywood pc
Page 74 of 235
Sub-Total For 3
Total Direct Cost
a. Mark Up 17%
Indirect Cost
b. VAT 5%
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
Designation
Qty.
1 Labor
Page 75 of 235
First Aider 1
Sub-Total for 1
Name and Capacity
Qty.
2 Equipment
Sub-Total for 2
Name and Specification
Unit
3 Materials
NOTE: PPE is computed on rental by establishing the cost of PPE per man-days which can be derived by determ
service life
Sub-Total for 3
Total Direct Cost
a. Mark-Up 8%
Indirect Cost
b. VAT (5%)
Total Indirect Cost
Total Cost
Unit Cost
Adjusted Cost
56,966.15
5,696.62
5,696.62
-
62,662.77
10,652.67
3,665.77
14,318.44
76,981.21
237.64
76,981.21
ELEANOR L. AREOLA
Assistant District Engineer
27,865.94
2,786.59
2,786.59
-
30,652.54
5,210.93
1,793.17
7,004.10
Page 80 of 235
37,656.64
147.20
37,656.64
ELEANOR L. AREOLA
Assistant District Engineer
3,535.71
353.57
10.66 123.00 1,311.18
1,664.75
41,400.00
46,600.46
7,922.08
2,726.13
10,648.21
57,248.66
415.75
57,248.66
ELEANOR L. AREOLA
Assistant District Engineer
2,358.24
235.82
235.82
15,300.00
17,894.07
3,041.99
1,046.80
4,088.79
21,982.86
653.59
21,982.86
ELEANOR L. AREOLA
Assistant District Engineer
339,717.82
33,971.78
Page 84 of 235
181,001.60
1,160,924.52
1,681,643.94
285,879.47
98,376.17
384,255.64
2,065,899.58
9,924.70
2,065,899.58
ELEANOR L. AREOLA
Page 85 of 235
294,695.23
29,469.52
279.74 219.75 61,471.77
279.74 351.50 98,326.85
189,268.14
1,741,389.58
2,225,352.95
378,310.00
130,183.15
508,493.15
2,733,846.10
61.76
2,733,846.10
ELEANOR L. AREOLA
Assistant District Engineer
282.30
28.23
Page 87 of 235
28.23
8,550.00
8,860.53
1,506.29
518.34
2,024.63
10,885.16
Page 88 of 235
1,193.55
10,885.18
ELEANOR L. AREOLA
Assistant District Engineer
13,988.16
1,398.82
54.00 43.75 2,362.50
3,761.32
51,577.00
69,326.48
11,785.50
4,055.60
15,841.10
85,167.58
85,167.58
85,167.58
ELEANOR L. AREOLA
Assistant District Engineer
6,633.60
663.36
40.00 43.75 1,750.00
2,413.36
44,477.00
53,523.96
9,099.07
3,131.15
12,230.22
65,754.18
65,754.18
65,754.18
ELEANOR L. AREOLA
Assistant District Engineer
14,765.28
1,476.53
57.00 43.75 2,493.75
3,970.28
10,250.00
28,985.56
4,927.54
1,695.66
6,623.20
35,608.76
35,608.76
35,608.76
ELEANOR L. AREOLA
Assistant District Engineer
14,210.64
1,421.06
1,421.06
18,524.00
34,155.70
5,806.47
1,998.11
7,804.58
41,960.28
1,791.34
41,960.28
ELEANOR L. AREOLA
Assistant District Engineer
25,038.00
2,503.80
Page 95 of 235
2,503.80
63,672.00
91,213.80
15,506.35
5,336.01
20,842.35
112,056.15
4,002.01
112,056.15
Page 96 of 235
ELEANOR L. AREOLA
Assistant District Engineer
21,585.80
2,158.58
47.00 43.75 2,056.25
4,214.83
8 1,560.00 12,480.00
8 780.00 6,240.00
Page 97 of 235
55,864.49
81,665.13
13,883.07
4,777.41
18,660.48
100,325.61
1,770.43
100,325.61
ELEANOR L. AREOLA
Assistant District Engineer
15,332.76
1,533.28
1,533.28
50,904.00
67,770.03
11,520.91
3,964.55
Page 99 of 235
15,485.45
83,255.48
3,249.63
83,255.48
ELEANOR L. AREOLA
Assistant District Engineer
11,491.79
1,149.18
1,149.18
46,800.00
59,440.97
10,104.96
3,477.30
13,582.26
73,023.23
3,803.29
73,023.23
ELEANOR L. AREOLA
Assistant District Engineer
8,587.20
858.72
77.00 43.75 3,368.75
4,227.47
22,095.00
34,909.66
5,934.64
2,042.22
7,976.86
42,886.52
1,505.85
42,886.52
ELEANOR L. AREOLA
Assistant District Engineer
2,993.41
299.34
77.00 43.75 3,368.75
Page 103 of 235
3,668.09
7,340.00
14,001.50
2,380.26
819.09
3,199.34
17,200.85
1,733.08
17,200.85
ELEANOR L. AREOLA
Page 104 of 235
94,645.44
9,464.54
9,464.54
168,125.00
272,234.99
46,279.95
15,925.75
62,205.70
334,440.68
192.70
334,440.68
ELEANOR L. AREOLA
Assistant District Engineer
83,379.80
8,337.98
8,337.98
126,596.00
218,313.77
37,113.34
12,771.36
Page 107 of 235
49,884.70
268,198.47
132.89
268,198.47
ELEANOR L. AREOLA
Assistant District Engineer
952.69
95.27
95.27
2,662.00
3,709.96
630.69
217.03
847.72
4,557.68
135.65
4,557.68
ELEANOR L. AREOLA
Assistant District Engineer
2,618.11
261.81
261.81
7,468.00
10,347.92
1,759.15
605.35
2,364.50
12,712.42
99.91
12,712.42
ELEANOR L. AREOLA
Assistant District Engineer
46,619.66
4,661.97
Page 111 of 235
4,661.97
66,517.86
117,799.49
20,025.91
6,891.27
26,917.18
144,716.67
657.88
144,716.67
Page 112 of 235
ELEANOR L. AREOLA
Assistant District Engineer
136,523.52
13,652.35
13,652.35
305,160.60
455,336.48
77,407.20
26,637.18
104,044.39
559,380.86
868.34
559,380.86
ELEANOR L. AREOLA
Assistant District Engineer
Production Rate :
Number of Hours :
35,338.66
3,533.87
3,533.87
16,511.56
55,384.09
9,415.29
Page 115 of 235
3,239.97
12,655.26
68,039.35
68,039.35
68,039.35
ELEANOR L. AREOLA
Assistant District Engineer
Production Rate :
Number of Hours :
6,922.38
692.24
692.24
3,240.00
10,854.62
1,845.29
635.00
2,480.28
13,334.90
13,334.90
13,334.90
ELEANOR L. AREOLA
Assistant District Engineer
355.48
35.55
35.55
17,790.00
18,181.03
3,090.77
1,063.59
4,154.36
22,335.39
22,335.39
22,335.39
ELEANOR L. AREOLA
Assistant District Engineer
Production Rate :
Number of Hours : 1
4,621.24
462.12
Page 119 of 235
462.12
18,140.00
23,223.36
3,947.97
1,358.57
5,306.54
28,529.90
28,529.90
28,529.90
Page 120 of 235
ELEANOR L. AREOLA
Assistant District Engineer
1,421.92
142.19
142.19
17,300.00
18,864.11
3,206.90
1,103.55
4,310.45
23,174.56
2,896.82
23,174.56
ELEANOR L. AREOLA
Assistant District Engineer
710.96
Page 122 of 235
20,000.00
20,710.96
Page 123 of 235
3,520.86
1,211.59
4,732.45
25,443.41
6,360.85
25,443.40
ELEANOR L. AREOLA
Assistant District Engineer
2,326.74
232.67
7.02 371.00 2,602.57
7.02 312.50 2,192.19
7.02 43.75 306.91
5,334.33
13,500.00
21,161.07
3,597.38
1,237.92
4,835.30
25,996.37
494.23
25,996.37
ELEANOR L. AREOLA
Assistant District Engineer
9,287.04
928.70
28.00 371.00 10,388.00
28.00 312.50 8,750.00
28.00 43.75 1,225.00
21,291.70
26,390.00
56,968.74
9,684.69
3,332.67
13,017.36
69,986.10
930.05
69,986.10
ELEANOR L. AREOLA
Assistant District Engineer
32,556.05
3,255.61
98.16 371.00 36,415.51
98.16 312.50 30,673.44
98.16 43.75 4,294.28
Page 127 of 235
74,638.83
174,033.28
281,228.16
47,808.79
16,451.85
64,260.63
345,488.79
313.15
345,488.79
Page 128 of 235
ELEANOR L. AREOLA
Assistant District Engineer
224,035.61
22,403.56
329.14 1,249.00 411,089.62
329.14 200.00 65,827.00
329.14 172.00 56,611.22
329.14 148.88 49,001.62
329.14 1,065.00 350,528.78
98.00 1,772.00 173,656.00
1,129,117.79
991,704.00
2,344,857.40
398,625.76
137,174.16
535,799.92
2,880,657.32
3,445.76
2,880,657.32
ELEANOR L. AREOLA
Assistant District Engineer
(Rental Basis)
53,333.33
53,333.33
4,266.67
Page 131 of 235
2,880.00
7,146.67
60,480.00
11,340.00
60,480.00
ELEANOR L. AREOLA
Assistant District Engineer
oduction Rate
. of Hours
1.00 72.64 -
1.00 52.55 52.55
1.00 40.65 40.65
93.20
-
32.00 50.00 1,600.00
42.00 50.00 2,100.00
0.75 65.00 48.75
1.00 367.00 367.00
Page 132 of 235
4,115.75
4,208.95
715.52
246.22
961.74
5,170.69
5,170.69
5,170.69
ELEANOR L. AREOLA
Assistant District Engineer
76,044.80
43,771.36
119,816.16
9,585.29
6,470.07
16,055.37
135,871.53
25,475.91
135,871.53
ELEANOR L. AREOLA
Assistant District Engineer
CONSTRUCTION OF SENIOR HIGH SCHOOL CLASSROOMS
CY 2016 BEFF Batch 7 - 2STY4CL
Legazpi City HS, Bitano, Legazpi City
Splicing /
Factor Hook /
(multiplier Length Width Height Depth/
. No. Description Bend
/Addition (m) (m) (m) thickness
al)) Length
(m)
.
. Building Dimension 24.00 9.50
. No of Classroom at ground floor
. Effective No. Of Grid
. 2sty 2x4 3
. 803(1)a Excavation
. CF1 2 2 2.8 0.5
. CF2 1.6 1.6 2.8 0.5
. FTB 0.3 2.3 0.45
. along x
. FTB 2.5 0.3 2.3
. FTB 2.9 0.3 2.3
. FTB 7.4 0.3 2.3
. FTB 1.2 0.3 2.3
. FTB 1.4 0.3 2.3
. along y
. FTB 1.5 0.3 2.3
. FTB 0.2 0.3 2.3
. FTB 1.9 0.3 2.3
. FTB 0.4 0.3 2.3
. WFtng CR 6.1 0.3 2.3
. WFtng front 2.8 0.3 2.3
Septic Tank 7 2.3 2.1
.
. 804(1)a Embankment (From Structure Excavation)
Backfilling works
. Total Vol of Excavation less total volume of Concrete deposited
. Total Excavation
. Total Volume of Concrete
. CF1 -2 2 0.5
. CF2 -1.6 1.6 0.5
. FTB 0 0.3 0.45
. along x 0 0 0
. FTB -2.5 0.3 0.45
. FTB -2.9 0.3 0.45
. FTB -7.4 0.3 0.45
. FTB -1.2 0.3 0.45
. FTB -1.4 0.3 0.45
. along y 0 0 0
. FTB -1.5 0.3 0.45
. FTB -0.2 0.3 0.45
. FTB -1.9 0.3 0.45
. FTB -0.4 0.3 0.45
. WFtng CR -6.1 0.3 0.45
. WFtng front -2.8 0.3 0.45
. C1 -0.4 0.3 1.85
. C2 -0.3 0.3 1.85
. Masonry (ftb to ngl) X -4.2 0.15 1.85
. Masonry (ftb to ngl) Y -3.1 0.15 1.85
.
. Gravel Bedding
. CF1 2 2 0.1
. CF2 1.6 1.6 0.1
. FTB 19.4 0.3 0.1
. Slab on Fill 24 10.2 0.1
. Slab on Fill 3.00 1.00 0.1
.
. 804(1)b Embankment from Borrow
. Classroom & Lobby 24.00 10.20 0.50
. Stairs & CR area 3.00 10.20 0.50
.
1000(1) Soil Poisoning 25 24.00 9.50
.
. 900(1)c1Reinforced Concrete includes septic vault & cb
. Reinforcing Steel Bars includes septic vault & cb
.
. CF1 2.00 0.20 2.00 0.50
. CF2 1.60 0.20 1.60 0.50
. WFTNG 23.4 0.3 0.45
. less column -0.4 0.45
. Ramp
2nd Floor Slab
S1 4.5 3.5
S1 4.23 3.23 0.125
along x
continuous bot bar 4.5 0.6 3.23
Top Cut Bar 1.125 0.15 3.23
Bent-up bars 4.5 0.09 3.23
along y
continuous bot bar 3.5 0.6 4.23
Top Cut Bar 0.875 0.15 4.23
Bent-up bars 3.5 0.09 4.23
S1 4.5 2
S1 4.23 1.75 0.125
along x
continuous bot bar 4.5 0.6 1.75
Top Cut Bar 1.125 0.15 1.75
Bent-up bars 4.5 0.09 1.75
along y
continuous bot bar 2 0.6 4.23
Top Cut Bar 0.5 0.15 4.23
Bent-up bars 2 0.09 4.23
S1/S2 CR 3 1.2
S1 2.8 1 0.125
along x
continuous bot bar 3 0.6 1
Top Cut Bar 0.75 0.15 1
Bent-up bars 3 0.09 1
along y
continuous bot bar 1.2 0.6 2.8
Top Cut Bar 0.3 0.15 2.8
Bent-up bars 1.2 0.09 2.8
S2 0.35 3.23
S2 0.35 3.23 0.125
along x
continuous bot bar 0.35 0.6 3.23
Top Cut Bar 0.0875 0.15 3.23
Bent-up bars 0.35 0.09 3.23
along y
continuous bot bar 3.23 0.6 0.35
Top Cut Bar 0.8075 0.15 0.35
Bent-up bars 3.23 0.09 0.35
S1 3 2
S1 2.8 1.75 0.125
along x
continuous bot bar 3 0.6 1.75
Top Cut Bar 0.75 0.15 1.75
Bent-up bars 3 0.09 1.75
along y
continuous bot bar 2 0.6 2.8
Top Cut Bar 0.5 0.15 2.8
Bent-up bars 2 0.09 2.8
S2 (parapet) 1.13 1.29
S2 (parapet) 1.13 1.29 0.125
along x
continuous bot bar 1.13 0.6 1.29
Top Cut Bar 0.2825 0.15 1.29
Bent-up bars 1.13 0.09 1.29
along y
continuous bot bar 1.29 0.6 1.13
Top Cut Bar 0.3225 0.15 1.13
Bent-up bars 1.29 0.09 1.13
S1 2.65 1.68
S1 2.65 1.68 0.125
along x
continuous bot bar 2.65 0.6 1.68
Top Cut Bar 0.6625 0.15 1.68
Bent-up bars 2.65 0.09 1.68
along y
continuous bot bar 1.68 0.6 2.65
Top Cut Bar 0.42 0.15 2.65
Bent-up bars 1.68 0.09 2.65
S1 4.5 2
S1 4.23 1.75 0.125
along x
continuous bot bar 4.5 0.6 1.75
Top Cut Bar 1.125 0.15 1.75
Bent-up bars 4.5 0.09 1.75
along y
continuous bot bar 2 0.6 4.23
Top Cut Bar 0.5 0.15 4.23
Bent-up bars 2 0.09 4.23
S1 4.5 1.2
S1 4.23 1.2 0.125
along x
continuous bot bar 4.5 0.6 1.2
Top Cut Bar 1.125 0.15 1.2
Bent-up bars 4.5 0.09 1.2
along y
continuous bot bar 1.2 0.6 4.23
Top Cut Bar 0.3 0.15 4.23
Bent-up bars 1.2 0.09 4.23
S1/S2 CR 3 1.2
S1 2.8 1 0.125
along x
continuous bot bar 3 0.6 1
Top Cut Bar 0.75 0.15 1
Bent-up bars 3 0.09 1
along y
continuous bot bar 1.2 0.6 2.8
Top Cut Bar 0.3 0.15 2.8
Bent-up bars 1.2 0.09 2.8
S2 0.35 3.23
S2 0.35 3.23 0.125
along x
continuous bot bar 0.35 0.6 3.23
Top Cut Bar 0.0875 0.15 3.23
Bent-up bars 0.35 0.09 3.23
along y
continuous bot bar 3.23 0.6 0.35
Top Cut Bar 0.8075 0.15 0.35
Bent-up bars 3.23 0.09 0.35
S1 3 2
S1 2.8 1.75 0.125
along x
continuous bot bar 3 0.6 1.75
Top Cut Bar 0.75 0.15 1.75
Bent-up bars 3 0.09 1.75
along y
continuous bot bar 2 0.6 2.8
Top Cut Bar 0.5 0.15 2.8
Bent-up bars 2 0.09 2.8
S1 3 3.5
S1 2.8 3.23 0.125
along x
continuous bot bar 3 0.6 3.23
Top Cut Bar 0.75 0.15 3.23
Bent-up bars 3 0.09 3.23
along y
continuous bot bar 3.5 0.6 2.8
Top Cut Bar 0.875 0.15 2.8
Bent-up bars 3.5 0.09 2.8
S1 2.65 1.68
S1 2.65 1.68 0.125
along x
continuous bot bar 2.65 0.6 1.68
Top Cut Bar 0.6625 0.15 1.68
Bent-up bars 2.65 0.09 1.68
along y
continuous bot bar 1.68 0.6 2.65
Top Cut Bar 0.42 0.15 2.65
Bent-up bars 1.68 0.09 2.65
S1 (parapet) 15 0.5
S1 (parapet) 15 0.5 0.125
along x
continuous bot bar 15 0.6 0.5
Top Cut Bar 3.75 0.15 0.5
Bent-up bars 15 0.09 0.5
along y
continuous bot bar 0.5 0.6 15
Top Cut Bar 0.125 0.15 15
Bent-up bars 0.5 0.09 15
S2 (parapet) 1.13 1.29
S2 (parapet) 1.13 1.29 0.125
along x
continuous bot bar 1.13 0.6 1.29
Top Cut Bar 0.2825 0.15 1.29
Bent-up bars 1.13 0.09 1.29
along y
continuous bot bar 1.29 0.6 1.13
Top Cut Bar 0.3225 0.15 1.13
Bent-up bars 1.29 0.09 1.13
.
. Security Grills
. W1 - Glass Jalousie window on ja 2.85 1.70
. W2 - Glass Jalousie window on ja 1.45 1.70
. W3 - Glass Jalousie window on j 2.15 0.73
W4 - Glass Jalousie window on j 0.75 0.73
. Metal Works
. 2nd Floor 5/16" x 2" flat bar L/S & R/S
. Vertical 1.95
. Horizontal 1.70
. ground floor
. Vertical 2.90
. Horizontal 1.70
. Arc 9.47
. Diagonals 6.83
. Center Lobby Design 5.73
. Center Lobby Design vert 0.88
.
. 2nd Floor 3/4" square bars (19mm square bars)
. Diagonal bars 0.96
. Diagonal bars 0.96
. Center Lobby Design 2.05
Carpentry Works
Dry Wall Partition 7 3
. Tileworks
. Wall tiles - glazed
. Elevation 1 10.9 1.6
. Elevation 2 3.9 1.6
. door opening -1.5 1.6
. Elevation 3 3 1.6
. door opening -0.8 1.6
. Elevation 4 2.3 1.6
Tile trim length 46.264
. Floor Tiles - Unglazed
. back 3 1.2
. middle 3.35 1
. pwd 1.75 1.7
.
228.00
2
7
13 145.60
12 86.02
1 -
-
8 20 13.80
2 5.8 4.00
1 7.4 5.11
6 7.2 4.97
2 2.8 1.93
0 -
6 9 6.21
4 0.8 0.55
4 7.6 5.24
2 0.8 0.55
2 12.2 8.42
4 11.2 7.73
1 33.81
323.94
13 (26.00)
12 (15.36)
1 -
0 -
8 (2.70)
2 (0.78)
1 (1.00)
6 (0.97)
2 (0.38)
0 -
6 (1.22)
4 (0.11)
4 (1.03)
2 (0.11)
2 (1.65)
4 (1.51)
13 (2.89)
12 (2.00)
6 (6.99)
4 (3.44)
13 5.20
12 3.07
1 0.58
1 24.48
1 0.30
1 122.40
1 15.30
1 228.00
836.00
17.19
13 572.00 8.94
12 264.00 8.25
76
76
76
76 419.90
76
13 26.00
12 15.36
1 30.42 3.16
0 0
1
1
1
1
1
12 54 70.20 7.29
6 -0.81
12
12
12
12
12
8 24 31.20 3.24
4 -0.54
8
8
8
0 0 - -
0 0
0
0
0
10 35 45.50 4.73
10 -1.8
10
10
10
10
10
7 14 18.20 1.89
7 -1.26
7
7
7
13
13
12
12
13
13
12
12
2
2
13
13
2 16.20
2 6.12
1 0.38
8
8 109.30 13.66
8
8
8
8
8
8
4
4 29.61 3.70
4
4
4
4
4
4
4
4 11.20 1.40
4
4 11.75
4
4
4
4
2
2 6.52 0.82
2
2
2
2
2
2
2
2 2.26 0.28
2
2
2
2
2
2
2
2 9.80 1.23
2
2
2
2
2
2
2
2 2.92 0.36
2
2
2
2
2
2
2
2 8.90 1.11
2
2
2
2
2
2
8
8 109.30 13.66
8
8
8
8
8
8
4
4 29.61 3.70
4
4
4
4
4
4
4
4 20.30 2.54
4
4
4
4
4
4
2
2 5.60 0.70
2
2 11.75
2
2
2
2
2
2 2.26 0.28
2
2
2
2
2
2
2
2 9.80 1.23
2
2
2
2
2
2
4
4 36.18 4.52
4
4
4
4
4
4
2
2 8.90 1.11
2
2
2
2
2
2
1
1 7.50 0.94
1
1
1
1
1
1
2
2 2.92 0.36
2
2
2
2
2
2
2 16 22.40 2.40
3 -0.36
2
2
2
10 45 63.00 6.75
6 -0.72
10
10
10
10
10
6 18 25.20 2.70
3 -0.27
6
6
6
2 9 12.60 1.35
3 -0.27
2
2
2
2 6 8.40 0.90
1 -0.09
2
2
2
2 6 6.30 0.53
1 -0.09
2
2
2
4 4.6 4.83 0.40
0
4
4
4
14 49 51.45 4.29
14 -1.26
14
14
14
14
14
7 14 14.70 1.23
4 -0.36
7
7
7
4 4.8 5.04 0.42
0
4
4
4
6 3 3.15 0.26
0
6
6
6
4 1.3 1.37 0.11
0
4
4
4
4
4
3 4.89 5.13 0.43
0
3
3
3
2 4.26 4.47 0.37
1 -0.09
2
2
2
2 6.46 6.78 0.57
1 -0.09
2
2
2
4 18 25.20 2.70
3 -0.36
4
4
4
8 36 50.40 5.40
6 -0.72
8
8
8
8 33.60 3.60
3 -0.27
8
8
8
- -
3 -0.27
0
0
0
2 7.20 0.72
2 -0.18
2
2
2
2 6.90 0.60
2 -0.18
2
2
2
2
2 6.30 0.53
1 -0.09
2
2
2
2 6.78 0.57
1 -0.09
2
2
2
6 32.40 1.35
6 -0.45
6
6
6
2 7.20 0.30
6 -0.45
2
2
2
2 5.57 0.46
0
2
2
2
2
2
4 1.47 0.12
0
4
4
4
10 36.75 3.06
10 -0.9
10
10
10
10
10
5 10.50 0.88
4 -0.36
5
5
5
4 19.60 2.10
3 -0.27
4
4
4
2 5.60 0.60
0 0
2
2
2
7 8.82 0.74
0
7
7
7
6 3.15 0.26
0
6
6
6
3 5.29 0.44
0
3
3
3
2 6.78 0.57
1 -0.09
2
2
2
2
2 10.07 2.52
2
2
2 5.10 1.28
2
2
44 1.61 3.32
1
44
1 7.86 0.98
1
1
1 5.13 0.64
1
1
3 1.45 0.62
1
3
1
1 0.54
1 0.24
1
1 0.80
3 9.60
36 1.30
18
18
18
18 5.40
644.20 sq.m
2 223.20
4 (9.80)
4 (17.60)
4 (8.64)
2 223.20
4 (9.80)
4 (17.60)
4 (8.64)
3 97.65
2 18.60
4 22.32
2 (2.63)
4 (1.75)
5 112.00
2 7.68
1 6.40
5.40
1 4.20
1
219.97 sq.m
2 43.79
2 12.09
2 6.48
2 37.80
1 30.99
2 8.94
2 5.84
2 0.78
2 25.03
1 42.16
1 6.08
1,510.80
373.31 709.86
238.4 356.84
393.57
31.21
56.36
175.00 pc
5,117.44 bdft
7,254.01 bdft
1,302.89 bdft
1,459.46 bdft
area for wooden painting
8.00
2.00
2.00
4.00
4.00
8.00
4 23.42
2 6.05
2 17.59
4 10.24
20 6.28
2 1,728.34
7.18
1,735.51
(28.48)
1 121.50
1 7.14
1 2.45
1 6.00
1 173.25
1 0.33
1 0.45
2 33.60
40.17
63.77
23.30
8.00 38.76
8.00 19.72
2.00 3.12
4.00 2.18
2
6 1.17
7 1.19
-
6 1.74
11 1.87
1 0.95
1 0.68
6 3.44
2 0.18
60 4.38
80 5.84
12 1.87
1 21.00
1 17.44
1 6.24
1 (2.40)
1 4.80
1 (1.28)
1 3.68
1
1 3.60
1 3.35
1 2.98
20mm
20mm
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
10mm
@ 350mm 10mm 0.35
oc bw
10mm 0.35
10mm
@ 350mm 10mm 0.35
oc bw
10mm 0.35
10mm
@ 350mm 10mm 0.35
oc bw
10mm 0.35
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
12mm 0.3
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
4-20mm, 4 extra bars at support, 2 at 20mm
midspan;
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
16mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
16mm
18 10mm
10mm 0.2
16mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
16mm
18 10mm
10mm 0.2
16mm
18 10mm
10mm 0.2
20mm
18 10mm 0.2
10mm 0.2
20mm
18 10mm 0.2
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
20mm
18 10mm
10mm 0.2
16mm 0.175
12mm 0.15
16mm 0.175
12mm 0.15
16mm 0.175
12mm 0.15
16mm 0.175
12mm 0.15
16mm 0.175
12mm 0.15
16mm 0.175
12mm 0.15
10mm 0.20
10mm 0.20
12mm
10mm 0.20
10mm 0.20
10mm 0.20
10mm 0.60
10mm 0.60
10mm
10mm
20mm
16mm
12mm
10mm
20mm x 7.5
10mm 0.6
12mm
16mm
10mm 0.6
oden painting
19mm sq ba 0.1
19mm sq ba 0.1
19mm sq ba 0.1
19mm sq ba 0.1
10mm 0.3
10mm 0.3
16mm
10mm 0.2
10mm 0.2
10mm 0.2
10mm 0.2
Total Approx Unit Total Total wt
No. Of Order Qty Qty for
Length (m) L/6 Qty Weight Weight Unit of rsb in
Cut Bars (pc) POW
(pc) (kg/m) (kgs) structure
323.94 cu.m
255.81 cu.m
33.63 cu.m
137.70 cu.m
9.12 liter
836.00 lm
10,323.72 kg
4.00 208.00 2.466 3,846.96
4.00 96.00 2.466 1,775.52
24.00 2,188.80 364.80 365.00 0.616 1,349.04
22 2,006.40 334.40 335.00 1.616 3,248.16
15.20 2.53 3.00 5.780 104.04
49.00 pc
914.34 bdft
46.00 5,643.29
208.16 cu.m
44,265.11 kg
6.00 - - - 2.466 -
6.00 - - - 2.466 -
3.00 - - - 2.466 -
18.00 - - - 0.616 -
8.00 - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
16.00 85.76 14.29 15.00 0.616 55.44
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
15.00 80.40 13.40 14.00 0.616 51.74
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
9.00 72.36 12.06 13.00 0.616 48.05
- - - - 0.616 -
- - - - 2.466 -
6.00 32.16 5.36 6.00 0.616 22.18
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
6.00 24.12 4.02 5.00 0.616 18.48
- - - - 0.616 -
4.00 - - - 2.466 -
2.00 - - - 2.466 -
1.00 - - - 2.466 -
18.00 - - - 0.616 -
16.00 - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
24.00 172.80 28.80 29.00 0.616 107.18
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
16.00 38.40 6.40 7.00 0.616 25.87
- - - - 0.616 -
- - - - 2.466 -
6.00 16.08 2.68 3.00 0.616 11.09
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
6.00 32.16 5.36 6.00 0.616 22.18
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
15.00 140.70 23.45 24.00 0.616 88.70
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
9.00 72.36 12.06 13.00 0.616 48.05
- - - - 0.616 -
- - - - 2.466 -
- - - - 2.466 -
9.00 36.18 6.03 7.00 0.616 25.87
- - - - 0.616 -
44,265.11
1,615.00 2.466 23,895.54
139.00 1.579 1,316.89
1,635.00 0.888 8,711.28
2,798.00 0.616 10,341.41
- 2.466 -
175.00 pc
12,371.45 bdft
2,762.35 bdft
25.62 sq.m
19.20 sq.m
28.00 set
56.67 sq.m
23.42 sq.m
127.85 m
19.25
56.00
32.60
20.00
1,735.51 sq.m
2,051.76 sq.m
2,018.16 sq.m
33.60 sq.m
127.24 sq.m
1,103.28 lm
30.00 419.40 69.90 70.00 2.847 199.29 420
16.00 223.40 37.23 38.00 2.847 108.19 228
23.00 41.95 6.99 7.00 2.847 19.93 42
9.00 29.10 4.85 5.00 2.847 14.24 30
17.40
18.70
9.47
6.83
34.38
1.76
27.00 159.00 m
57.60
76.80
24.60
21.00 sq.m
28.48 sq.m
9.93 sq.m
Mobilization / Demobilization
Temporary Facilities
Safety and Health
SPL-1 Personal Protective Equipment md
SPL-2 Safety and Health Personnal md
SPL-3 Signages and Barricades lot
Earthworks
Excavation for Footing, Wall Footing & Septic
803 cu.m 323.94
Vault
804(a) Backfilling of Excavated materials cu.m 255.81
804(b) Gravel Bedding @ CF, WF, TG & SOF cu.m 33.63
804(c) Embankment cu.m 137.70
Termite Control Works
1000(a) Soil Poisoning sq.m
Concrete Works
Concrete 689.8461 - 206.50
RSB 126111 - 44,039.42
Lean Concrete
RC for Septic Vault 9.04
RSB for Septic Vault 569.65
RC for Catch Basin 1.30
RSB for Catch Basin 140.45
chb 6" for catch basin 5.40
900(a) R.C. For Column Footing & Wall Footing cu.m 44.52
Reinforcing Steel for Column Footing and Wall
404(a) kg 5,544.70
Footing
900(b) R.C. For Footing Tie Beam cu.m 12.74
404(b) Reinforcing Steel for footing Tie beam kg 4,848.47
900(c) R.C. For Column, PC & Stiffener cu.m 24.95
404(c) Reinforcing Steel For Column, PC & Stiffener kg 11,319.70
900(d) R.C for SOF, Corridor and Ramp cu.m 22.70
Masonry Works
506(1)a Masonry Units (150mm Wall) sq.m 644.20
506(1)b Masonry Units (100mm Wall) sq.m 219.97
RSB for Masonry 577.00 pcs 2,132.59
Fabricated Materials and Hardwares
Doors
Carpentry Works
1003 Carpentry for Ceiling with Insulation sq.m
Roof and Framing Works
1013 Pre-painted Metal Sheets (0.50mm) sq.m
403(a) Steel Trusses and Lateral Struts kg
403(b) Purlins and Channel Beam kg
403(c) Purlins (Ceiling Support) kg
404(a) Sag Rod kg
404(b) Cross-Bracing kg
SPL 905 Turn Buckle pc
Painting Works
1032(a-1) Masonry Painting sq.m 2,018.16
1032(a-2) Wooden Painting sq.m 33.60
1032(a-3) Metal Painting sq.m 127.24
Electrical Works
1100 Conduits, Boxes and Fitting
1101 Wires and Wiring Devices
1102(a) Lighting Fixtures
1102(b) Panel Board and Cabinets
1102(c) Fire Alarm System
Plumbing & Sanitary Works
1001 Sewer Line Works
1002.3.2 Cold Waterline Works
1002.2.8 Downspout/Storm Drainage
1002.2.5 Sanitary Fixtures
SPL 7 Septic Vault Type E
SPL 8 Catch Basin
Diff
kgs
Location : Legazpi City HS
Item No. :
Description : Demolition of existing structure
Unit : Sq.m Production Rate 8.06 sq.m/hr
Estimated Qty : 1.00 No. of Hours 80.11
Sub-Total For 3 -
Total Direct Cost 168,116.41
Indirect a. Mark Up 17% 28,579.79
Cost b. VAT 5% 9,834.81
Total Indirect Cost 38,414.60
Total Cost 206,531.01
Unit Cost 206,531.01
Adjusted Cost ###
Designation No. of
Qty. Hourly Rate Amount
1 Labor Hours
. 900(d) Slab
10mm
@
8.40 350mm
oc bw
8.40
Total Approx Unit Total
No. Of Order Qty for Unit
Size spacing Cut Length L/6 Qty Qty Weight Weight
Bars (pc) POW
(m) (pc) (kg/m) (kgs)
163.98
181.10
10mm 0.616
12mm 0.888
16mm 1.579
20mm 2.466
25mm 3.854
b1 0.2 0.3 4.2 4 1.008
b2 0.3 0.4 2.7 1 0.324
b3 0.3 0.4 3.75 1 0.45
1.782
1.77
1.77
1.77
11.39
16.7