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8/11/2019 Vitali Retng Wall (Dupa Format)
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Project : Proposed Construction of Concrete Retaining Wall at Tamion Production WellLocation : Lower Tamion, Vitali, Zamboanga City
Scope of Works : Construction of 30.00 Linear Meters of Concrete Retaining Wall
A. NON- ENGINEERING BASIC ITEMSA. SUPERVISIONB. CONSTRUCTION OF TEMPORARY FACILITIES
B. ENGINEERING BASIC ITEMSI. MOBILIZATION/HAULING OF MATERIALSII. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPIII. DIVERSION WORKSIV. EXCAVATION WORKS
V. LAY-OUTING WORKSVI. CONCRETING WORKSVII. FORMS & SCAFFOLDING WORKS
VIII. REBAR WORKSIX. DEMOBILIZATION/BACKFILL WORKS
Cost of Project :
Qty Unit Unit Cost Sub - Total Total
A. NON- ENGINEERING BASIC ITEMS
A. SUPERVISION1 - Engineering Assistant 100 days 542.00 54,200.00 54,200.00
Direct Cost 54,200.00OCM 5,438.00Total Cost of Item A 59,638.00
B. CONSTRUCTION OF TEMP. FACILITIES (Area = 3.00mtrs. X 5.00mtrs., 1 - Unit)
A. Materials26 pcs. - 2" x 4" x 10' Coco Lumber 173 bd.ft. 20.00 3,460.00
18 pcs. - 2" x 3" x 10' Coco Lumber 90 bd.ft. 20.00 1,800.0016 pcs. - 2" x 2" x 10' Coco Lumber 53 bd.ft. 20.00 1,060.00
* 12mm thk x 1.20m x 2.40m Ordinary Plywood 18 shts. 975.00 17,550.00
Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets 18 shts. 221.00 3,978.00
Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet 1 sht. 425.00 425.002" C.W. Nail 2 kgs. 65.00 130.003" C.W. Nail 1 kg. 70.00 70.004" C.W. Nail 2 kg. 70.00 140.00
Padlock (Big) 1 pc. 150.00 150.003-1/2" Loose Pin Hinges 3 pairs 45.00 135.001/8" G.I. Chain (1Kg. Equal to 2mtrs.) 1 kg. 163.00 163.002" C.W. Umbrella Roofing Nails 2 kgs. 92.00 184.00 29,245.00
B. Labor:
2 - Carpenters 6 days 366.00 4,392.00
4 - Laborers 6 days 317.00 7,608.00 12,000.0041,245.00
B. ENGINEERING BASIC ITEMSI. MOBILIZATION/HAULING OF MATERIALS
A. Equipment Rental
1 - Unit Boom Truck (w/Driver) 14 days 5,500.00 77,000.00Diesel Fuel 2,800 liters 49.00 137,200.00 214,200.00
B. Labor
4 - Laborers 14 days 317.00 17,752.00 17,752.00Direct Cost 231,952.00
OCM 23,808.00
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City
Php2,218,094.00
BILL OF MATERIALS AND COST ESTIMATE
Item Description
1/3Pricelist Database as of Feb. - March, 20
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 201
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Total Cost of Item I 255,760.00
II. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAP
A. Labor2 - Carpenters 12 days 366.00 8,784.00
4 - Masons 12 days 366.00 17,568.004 - Steelmans 12 days 366.00 17,568.00
12 - Laborers 12 days 317.00 45,648.00 89,568.00
2/3Pricelist Database as of Feb. - March, 20
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 201
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B. Equipment Rental/Fuel:
1 - Compressor w/ Jackhammer (w/ Operator) 12 days 8,000.00 96,000.00Diesel Fuel 96 ltrs. 49.00 4,704.00 100,704.00Direct Cost 190,272.00OCM 19,640.00Total Cost of Item II 209,912.00
III. DIVERSION WORKS
Note: Diversion the flow of water from river.
A. Labor:12 - Laborers 13 days 317.00 49,452.00 49,452.00
B. Equipment Rental/Fuel:
1 - Water Pump 12 days 500.00 6,000.00Premium Gasoline 48 liters 60.00 2,880.00 8,880.00Direct Cost 58,332.00OCM 6,446.00Total Cost of Item III 64,778.00
IV. EXCAVATION WORKS
Note: Excavation only for base foundation.
24 - Laborers 6 days 317.00 45,648.00 45,648.00Direct Cost 45,648.00OCM 4,565.00Total Cost of Item IV 50,213.00
V. LAY-OUTING WORKS
A. Labor:
2 - Carpenters 1 day 366.00 732.00 732.00Direct Cost 732.00OCM 73.00Total Cost of Item V 805.00
VI. CONCRETING WORKS
A. Materials:
Concrete 1,040.00Portland Cement 1,352.00 1,352 bags 260.00 351,520.00Washed Sand 57 cu.m. 1,000.00 57,000.00Gravel (G-1) 75 cu.m. 1,000.00 75,000.0075mm x 3.00m PVC Pipe, Series 1,000 8 pcs. 563.00 4,504.00 488,024.00
B. Labor:
2 - Carpenters 27 days 366.00 19,764.004 - Masons 27 days 366.00 39,528.004 - Steelmans 27 days 366.00 39,528.00
12 - Laborers 27 days 317.00 102,708.00 201,528.00
C. Equipment Rental/Fuel:
1 - Unit Concrete Bagger Mixer 27 days 1,500.00 40,500.001 - Concrete Vibrator 27 days 500.00 13,500.00
Special Gasoline 414 liters 60.00 24,840.00 78,840.00Direct Cost 768,392.00OCM 77,452.00Total Cost Item IV 845,844.00
VII. FORMS & SCAFFOLDING WORKS
A. Materials:130 130pcs. - 2" x 4" x 10' Coco Lumber 867 bd.ft. 20.00 17,340.0096 96pcs. - 2" x 3" x 10' Coco Lumber 480 bd.ft. 20.00 9,600.0060 * 12mm thk x 1.20m x 2.40m Ordinary Plywood 60 shts. 975.00 58,500.00
270pcs. - 2" x 3" x 8' Coco Lumber 1,080 bd.ft. 20.00 21,600.00124 2" C.W. Nail 15 kgs. 65.00 975.00270 4" C.W. Nail 36 kgs. 70.00 2,520.00 110,535.00
B. Labor:
2 - Carpenter 21 days 366.00 15,372.004 - Laborers 21 days 317.00 26,628.00 42,000.00
Direct Cost 152,535.00OCM 15,867.00
3/3 Pricelist Database as of Feb. - March, 201Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
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Total Cost Item V 168,402.00
VIII REBAR WORKS A. Materials:
16mm x 6.00m Def. Reinforcing Steel Bar 449 pcs. 450.00 202,050.00
12mm x 7.50m Def. Reinforcing Steel Bar 120 pcs. 344.00 41,280.0012mm x 6.00m Def. Reinforcing Steel Bar 491 pcs. 250.00 122,750.00
Hacksaw Blade 12 pcs. 72.00 864.00#16 G.I. Tie-wire 143 kgs. 75.00 10,725.00 377,669.00
B. Labor:
4 - Steelmans 24 days 366.00 35,136.004 - Laborers 24 days 317.00 30,432.00 65,568.00
4/3Pricelist Database as of Feb. - March, 20
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 201
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C. Equipment Rental1 - Unit Bar Cutter 24 days 300.00 7,200.00 7,200.00
Direct Cost 450,437.00
OCM 45,657.00Total Cost Item VI 496,094.00
IX. DEMOBILIZATION/BACKFILL WORKSA. Labor:
2 - Carpenters 2 days 366.00 1,464.00
4 - Masons 2 days 366.00 2,928.004 - Steelmans 2 days 366.00 2,928.0024 - Laborers 2 days 317.00 15,216.00 22,536.00
Direct Cost 22,536.00OCM 2,867.00Total Cost Item VII 25,403.00
Sizing RequirementsNote: * All sizes referred herein should mean commercially available measurements with tolerance of + 1mm.
A. NON- ENGINEERING BASIC ITEMSA. SUPERVISIONB. CONSTRUCTION OF TEMPORARY FACILITIES
B. ENGINEERING BASIC ITEMS
I. MOBILIZATION/HAULING OF MATERIALSII. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPIII. DIVERSION WORKSIV. EXCAVATION WORKS
V. LAY-OUTING WORKSVI. CONCRETING WORKSVII. FORMS & SCAFFOLDING WORKSVIII REBAR WORKSIX. DEMOBILIZATION/BACKFILL WORKS
Prepared by: Reviewed & Checked by: Approved by:
FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO EFREN C. SALVACIONResearcher/Analyst A, (J.O.) Principal Engineer C Division Manager CPlanning & Development Section Planning & Development Section Planning & Design Division
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Department Manager C, Maintenance Dept. General Manager
Concurrent Head, Engineering
168,402.00PhP
2,218,094.00PhP
S U M M A R Y
59,638.00PhP41,245.00PhP
496,094.00PhP
50,213.00PhP805.00PhP
25,403.00PhP
255,760.00PhP209,912.00PhP
64,778.00PhP
845,844.00PhP
5/3 Pricelist Database as of Feb. - March, 201Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 201
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PROJECT : PROPOSED CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMION PRODUCTION W
Location : Lower Tamion, Vitali, Zamboanga City
Project Cost :Project Duration : ONE HUNDRED(100)CALENDARDAYS
Manpower Requirements : 35 MANPOWER(1-Engineering Assistant, 24-Laborers, 4-Steelman, 2-Carpenters, & 4-Masons)
13 DAYS
1 DAY
6 DAYS 6 DAYS 14 D
12 DAYS
14 DAYS
c f&c r
A - Construction of temporary facilities NON -
B - Hauling of materials/ Mobilization A. SUP
C - Divertion Works (Divert direction of water flow from river) B. CON
D - Demolition of existing riprap ENGIN
E - Lay - outing works I. MOB
F - Excavation for Base Foundation II. DEM
G - Fabrication and installation of steel bar for base foundation 14 III. DIV
H - Concrete pouring on base foundation 9 IV. EXC
I - Fabrication and installation of steel bar for first lift 2 V. LAY
J - Fabrication and installation of forms and scaffolding 5 VI. CO
K - Concrete pouring on first lift 4 VII. FO
L - Fabrication and installation of steel bar for second lift 2 VIII. R
M - Fabrication and installation of forms and scaffolding 5 IX. DE
N - Concrete pouring on second lift 4
O - Fabrication and installation of steel bar for third lift 2
P - Fabrication and installation of forms and scaffolding 4
Q - Concrete pouring on third lift 4
R - Fabrication and installation of steel bar for fourth lift 2
S - Installation of weepholes
T - Fabrication and installation of forms and scaffolding 4
U - Concrete pouring on fourth lift 3
V - Fabrication and installation of steel bar for fifth lift 2
W - Installation of weepholes
X - Fabrication and installation of forms and scaffolding 3
Y - Concrete pouring on fifth lift 3
Z - Installation of granular gravel filter
A' - Demobilization/ Backfill
27 21 24
2 Y, Z
3 V, W
3 X
1 Y
3 T
2 U
2 U
2 Q
2 Q
4 R, S
2 N
4 O
4 P
2 K
5 L
4 M
5 I
4 J
9 G
2 H
6 B, E
14 F
12 A
1 C, D
13 A
6
14
ACTIVITY COMPLETED DURATION(DAYS) PRECEDENCE
PERT CPM
2,218,094.00PhP
A
C
STAR
T
D
E F
B
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PROJECT : Proposed Construction of Concrete Retaining Wall at Tamion Production WellLocation : Lower Tamion, Vitali, Zamboanga City
Project Cost :Project Duration : ONE HUNDRED (100) CALENDAR DAYS
Manpower Requirements : 35 Manpower (1-Engineering Assistant, 24-Laborers, 4-Steelman, 2-Carpenters, & 4-Masons)
A. NON- ENGINEERING BASIC ITEMSA. SUPERVISION 2.69% # # # # # # # # # # # # # # # # #
B. Construction of Temp. Facilities 1.86%B. ENGINEERING BASIC ITEMS 0.00%
I. MOBILIZATION/HAULING OF MATERIALS 11.53% # # # # # # # # # # # # # #II. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAP 9.46% # # # # # # # # # #
III. DIVERSION WORKS 2.92%IV. EXCAVATION WORKS 2.26%
V. LAY-OUTING WORKS 0.04%VI. CONCRETING WORKS 38.13%
VII. FORMS & SCAFFOLDING WORKS 7.59%VIII. REBAR WORKS 22.37%
IX. DEMOBILIZATION/BACKFILL WORKS 1.15%
TOTAL PROJECT COST 100%
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by: Reviewed & Checked by: Approved by:
FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO EFREN C. SALVResearcher/Analyst A (J.O.) Principal Engineer C Division Manage
Planning & Development Section Planning & Development Section Planning & Desi
845,844.00Php
168,402.00Php496,094.00Php
36.
209,912.00Php
808,3
36.
ZAM
64,778.00Php50,213.00Php
805.00Php
255,760.00Php
41,245.00Php59,638.00Php
25,403.00Php
2,218,094.00Php
GANTT CHART
2,218,094.00Php
Work Item Amounts Percent
Perfected3
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PROJECT NAME:
Item No./Description: Construction of Temporary Facilities
Unit of Measurement:
Output per day:
Quantity:
A. Labor
a. Construction Foreman/Eng'g Assist.
b. Skilled Laborer
c. Laborer
B. Equipment
N/A
C.
D. Output per day =
E. Materials
a.
b.
c.
d.
e.
f. Ga. 26 x 1.20m x 2.40m G.I. Plain Sheet
g. 2" C.W. Nail
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
SPL-1
lot
1.00 lot
2 6 36
4 6 31
Designation No. Person No. of Days Dail
1 6 52
Sub-Total for A
Name and Capacity No. of Units No. of Days Dail
Sub-Total for B
Total (A+B)
Name and Specifications Quantity Unit Uni
12mm thk x 1.20m x 2.40m Ordinary
Plywood
18 shts. 97
Ga. 26 x 1.80m Length Corrugated G.I.
Roofing Sheet
18 shts. 22
8,5
16 pcs. - 2" x 2" x 10' Coco Lumber 0.12506
26 pcs. - 2" x 4" x 10' Coco Lumber 0.40823 cu.m. 8,5
18 pcs. - 2" x 3" x 10' Coco Lumber 0.21237 cu.m.
sht. 42
2 kgs. 6
cu.m. 8,5
1
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h. 3" C.W. Nail
i.
j.
k. 3-1/2" Loose Pin Hinges
l. 1/8" G.I. Chain (1kg. Equal to 2mtrs.)
m. 2" C.W. Umbrella Roofing Nails
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 0% per D.O. 29 s
H. Contractor's Profit (CP) 0% per D.O. 29 s
I. Value Added Tax (VAT) 0% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Demolition of existing Rip-rap
Unit of Measurement:
Output per day: ln.m. /day
Quantity:
A. Labor
a. Construction Foreman/Eng'g Assist.
b. Skilled Laborer
c. Laborer
B. Equipment
a. Compressor w/ Jackhammer
C.
4" C.W. Nail 2 kgs. 7
Padlock (Big) 1 pc. 15
Sub-Total for E
3 pairs 4
1 12 52
2.33
28.00 ln.m.
Designation No. Person No. of Days
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
SPL-2
ln.m.
Dail
Name and Capacity No. of Units No. of Days Dail
12 days 10,4
Sub-Total for A
10 12 36
12 12 31
Sub-Total for B
Total (A+B)
7
16
9
1
1
2
kg.
kg.
kgs.
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D. Output per day = ln.m.
E. Material
N/A
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 0% per D.O. 29 s
I. Value Added Tax (VAT) 0% per D.O. 29 s
J. Total Costk. Total Unit Cost
PROJECT NAME:
Item No./Description: SPL-3 Diversion Works
Unit of Measurement:
Output per day:Quantity:
A. Labor
a. Construction Foreman/Eng'g Assist.
b. Laborer
B. Equipment
a. Water Pump
2.33
Name and Specifications Quantity Unit Uni
Sub-Total for E
1 13 52
1.00 lot
Designation No. Person No. of Days Dail
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
lot
Name and Capacity No. of Units No. of Days Dail
1 12 98
Sub-Total for A
12 13 31
Sub-Total for B
/day
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C.
D. Output per day =
E. Materials
N/A
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 0% per D.O. 29 s
I. Value Added Tax (VAT) 0% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Reinforcing Steel Bar, Grade 40
Unit of Measurement:
Output per day: kg./ day
Quantity:
A. Labor
a. Construction Foreman/Eng'g Assist.
b. Skilled Laborer
c. Laborer
B. Equipment
a. Bar Cutter
b. Bar Bender
c. Cargo Truck (10T, 270Hp)
Total (A+B)
Name and Specifications Quantity Unit Uni
Sub-Total for E
1 6 52
1,440.00
7,668.26 kg.
Designation No. Person No. of Days
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
404(2)
kg.
2 6 36
8 6 31
Dail
1 1.20 8,8
1 2 1,7
1 2 2,8
Sub-Total for A
Name and Capacity No. of Units No. of Days Dail
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C.
D. Output per day = kg./ day
E. Materials
a.
b.
c.
d.
e.
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 0% per D.O. 29 s
I. Value Added Tax (VAT) 0% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Lay-out and Excavation
Unit of Measurement:
Output per day: cu.m. /day
Quantity:
A. Labor
a. Construction Foreman/Eng'g Assist.
b. Skilled Laborer
c. Laborer
4,252.03 kgs. 4
12mm.x 7.50m. Def. Reinforcing Steel
Bar
799.20 kgs. 51
Sub-Total for B
Total (A+B)
1,440.00
Name and Specifications Quantity Unit Uni
16mm.x 6.00m. Def. Reinforcing Steel
Bar
Sub-Total for E
143 kgs. 75
No. of Days Dail
1 4 52
cu.m.
32.00
109.87 cu.m.
Designation No. Person
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
103(1)a
2 4 36
10 4 31
Hacksaw Blade 12 pcs. 72
#16 G.I. Tie-Wire
12mm.x 7.50m. Def. Reinforcing Steel
Bar
2,617.03 kgs. 46
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B. Equipment
a. Dump Truck (10 cu.m.)
b. Backhoe w/ Breaker (0.80 cu.m.)
Minor Tools (10% of Labor)
C.
D. Output per day = cu.m. /day
E. Materials
N/A
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 0% per D.O. 29 s
I. Value Added Tax (VAT) 0% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Structural Concrete
Unit of Measurement:
Output per day: cu.m. /day
Quantity:
1 3 12,2
Sub-Total for A
Name and Capacity No. of Units No. of Days Dail
Total (A+B)
32.00
Name and Specifications Quantity Unit Uni
Sub-Total for B
2 3 10,8
Sub-Total for E
22.40
135.20 cu.m.
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
405
cu.m.
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A. Labor
a. Construction Foreman/Eng'g Assist.
b. Skilled Laborer
c. Laborer
Installation of Formworks
a. Skilled Laborer
b. Laborer
B. Equipment
a. One Concrete Bagger Mixerb. Concrete Vibrator
c. Water Truck (1000 gal.)
C.
D. Output per day = cu.m. /day
E. Materials
a.
b.
c.
d.
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
1 6 52
. .
8 6 31
4 6 36
8 6 36
16 6 31
1 6.00 8,5
2 6.00 1,32 6.00 97
Sub-Total for A
Name and Capacity No. of Units No. of Days Dail
Washed Sand 57 cu.m. 90
Gravel (G-1) 75 cu.m. 90
Portland Cement 1,352 bags 26
Sub-Total for B
Total (A+B)
22.40
Name and Specifications Quantity Unit Uni
270pcs. - 2" x 3" x 8' Coco Lumber 2.54851 cu.m. 8,51
12mm. Thk. X 1.20m. X 2.40m. Ordinary
Plywood
60 shts. 97
Forms
41pcs. - 2" x 4" x 10' Coco Lumber 0.64420 cu.m. 8,51
75mm.x 3.00m. PVC Pipe, Series 1000 8 pcs. 56
Sub-Total for E
2" C.W. Nail 15 kgs. 65
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H. Contractor's Profit (CP) 0% per D.O. 29 s
I. Value Added Tax (VAT) 0% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Scaffolding Works
Unit of Measurement:
Output per day: cu.m./day
Quantity:
A. Labor
a. Construction Foreman/Eng'g Assist.
b. Skilled Laborer
c. Laborer
B. EquipmentN/A
C.
D. Output per day = cu.m. /day
E. Materials
a.
b.
c.
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
Dail
1 15 52
0.212
3.18 cu.m.
Designation No. Person No. of Days
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
SPL-4
cu.m.
Name and Capacity No. of Units No. of Days Dail
Sub-Total for A
2 15 36
4 15 31
2.04589 cu.m. 8,51
96pcs. - 2" x 3" x 10' Coco Lumber 1.13267 cu.m. 8,51
0.212
Name and Specifications Quantity Unit Uni
Sub-Total for B
Total (A+B)
130pcs. - 2" x 4" x 10' Coco Lumber
4" C.W. Nail 36 kgs. 70
Sub-Total for E
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I. Value Added Tax (VAT) 0% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Interlink Works
Unit of Measurement:
Output per day: sq.m. /day
Quantity:
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Laborer
B. Equipment
a. Welding Machine w/ complete accs.
C.
D. Output per day = sq.m. /day
E. Materials
a.
b.
c.
d.
1 4 52
3 4 36
Designation No. Person No. of Days Dail
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
SPL-6
sq.m.
20.85
75.33 sq.m.
Name and Capacity No. of Units No. of Days Dail
1 1 3,1
Sub-Total for A
2 4 31
Name and Specifications Quantity Unit Uni
10mm.x 6.00m. Plain Round Bar 39 pcs. 20
Sub-Total for B
Total (A+B)
20.85
#10 x 1.20m. x 10.00m./roll, w/50mm. x 9 rolls 1,6
Hacksaw Blade 2 pcs. 6
4mm. Thk. x 25mm. x 25mm. x 6.00m. 14 pcs. 35
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e.
f.
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 10% per D.O. 29 s
I. Value Added Tax (VAT) 12% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Slope Protection
Unit of Measurement:
Output per day: cu.m./day
Quantity:
A. Labor a. Construction Foreman
b. Skilled Laborer
c. Laborer
B. Equipment
a. One Concrete Bagger Mixer
C.
D. Output per day = cu.m. /day
E. Materials
Sub-Total for E
2" C.W. Nail 1 kg. 6
6011 Welding Rod 0.5 kg. 14
53.10 cu.m.
Designation No. Person No. of Days Dail
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
SPL-7
cu.m.
3.54
Sub-Total for A
4 15 36
8 15 31
1 15 52
3.54
Name and Specifications Quantity Unit Uni
Sub-Total for B
Total (A+B)
Name and Capacity No. of Units No. of Days Dail
1 15 1,3
1. Base Foundation
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F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 10% per D.O. 29 s
I. Value Added Tax (VAT) 12% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Masonry Works
Unit of Measurement:
Output per day: sq.m. /day
Quantity:
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Laborer
Washed Sand 8 cu.m. 90
Gravel (G-1) 16 cu.m. 90
Portland Cement 180 bags 26
Hacksaw Blade 4 pcs. 6
#16 G.I. Tie-wire 3 kgs. 7
16mm.x 6.00m. Def. Reinforcing Steel 37 pcs. 45
100mm.Boulders 35 cu.m. 90
Portland Cement 88 bags 26
2. Wall
Sub-Total for E
Hacksaw Blade 12 pcs. 6
#16 G.I. Tie-wire 9 kgs. 7
Washed Sand 8 cu.m. 90
12mm.x 6.00m. Def. Reinforcing Steel 148 pcs. 26
Designation No. Person No. of Days Dail
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
SPL-8
sq.m.
12.95
129.48 sq.m.
Sub-Total for A
2 10 31
1 10 52
2 10 36
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B. Equipment
N/A
C.
D. Output per day = sq.m. /day
E. Materials
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 10% per D.O. 29 s
I. Value Added Tax (VAT) 12% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Stair Handrail
Name and Capacity No. of Units No. of Days Dail
1. Laying of 100mm. Thk. Concrte Hollow Block
100mm. X 200mm. X 400mm. CHB (NLB) 766 pcs. 1
Sub-Total for B
Total (A+B)
12.95
Name and Specifications Quantity Unit Uni
10mm.x 6.00m. Def. Reinforcing Steel 162.8 kgs. 4
#16 G.I. Tie-wire 2 kgs. 7
Portland Cement 32 bags 26
Washed Sand 3 cu.m. 90
2. Plastering (16mm. thk. on each side)
Hacksaw Blade 1 pc. 6
Filling Materials 11 cu.m. 22
Sub-Total for E
Portland Cement 13 bags 26
Sand (for plastering) 1 cu.m. 1,5
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
SPL-9
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Unit of Measurement:
Output per day: ln.m. /day
Quantity:
A. Labor
a. Construction Foreman
b.
c. Laborer
B. Equipment
a.b.
C.
D. Output per day = ln.m. /day
E. Materials
a.
b.
c.
d.
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 10% per D.O. 29 s
I. Value Added Tax (VAT) 12% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Designation No. Person No. of Days Dail
ln.m.
13.50
54.00 ln.m.
1 4 31
1 4 52
Skilled Laborer 1 4 36
Welding Machine w/ complete accs. 1 4 3,1Angular Grinder 1 4 30
Sub-Total for A
Name and Capacity No. of Units No. of Days Dail
50mm.x 6.00m. G.I. Pipe, Sch. 20 9 pcs. 2,5
6011 Welding Rod 2 kgs. 14
Sub-Total for B
Total (A+B)
13.50
Name and Specifications Quantity Unit Uni
Sub-Total for E
Hacksaw Blade 2 pcs. 62
100mm.Grinding Wheel 1 pc. 13
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
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Item No./Description: Supply & Installation of Saddle Base
Unit of Measurement:
Output per day: set /day
Quantity:
A. Labor
a. Construction Foreman
b.
c. Laborer
B. Equipmenta.
b.
C.
D. Output per day = set /day
E. Materials
a.
b.
c.
d.
e.
f.
g.
h.
F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 10% per D.O. 29 s
1 5 52
0.80
4.00 set
Designation No. Person No. of Days
SPL-10
set
Sub-Total for A
Skilled Laborer 1 5 36
2 5 31
Dail
Acetylene Cutting Outfit 1 5 36
Sub-Total for B
Name and Capacity No. of Units No. of Days Dail
Welding Machine w/ complete accs. 1 5 3,1
25mm. thk. x 400mm. x 400mm. Plain Steel 4 pcs. 4,0
Total (A+B)
0.80
Name and Specifications Quantity Unit Uni
19mm.x 75mm. Head Length 300mm. 16 pcs. 21
25mm. Thk. x 1.20m. x 2.40m. Plain Steel 3 shts. 23,6
6011 Welding Rod 5 kgs. 14
100mm.Grinding Wheel 8 pcs. 13
40mm.x 250mm. Heavy Hex. Structural 4 pcs. 24
Sub-Total for E
Acetylene (content only) 3 cyl. 1,4
Industrial Oxygen (content only) 6 cyl. 65
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I. Value Added Tax (VAT) 12% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
PROJECT NAME:
Item No./Description: Painting Works
Unit of Measurement:
Output per day: sq.m. /day
Quantity:
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Laborer
B. EquipmentN/A
C.
D. Output per day = sq.m. /day
E. Materials
a.
b.
c.
d.
e.
f.
g.
52
1 5 36
Designation No. Person No. of Days Dail
DETAILED UNIT PRICE ANALYSIS
PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI
1032
sq.m.
7.64
39.04 sq.m.
Sub-Total for B
Sub-Total for A
Name and Capacity No. of Units No. of Days Dail
Metal Etching Solution 1 gal. 66
Metal Primer 4 gals. 42
Total (A+B)
7.64
Name and Specifications Quantity Unit Uni
2" Paint Brush 5 pcs. 2
1" Paint Brush 4 pcs. 1
Quick Dry Enamel Paint Blue 4 gals. 60
Quick Dry Enamel Paint Aluminum 2 gals. 76
Paint Thinner 1 gal. 39
2 5 31
1 5
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F. Direct Cost (C+E)
G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s
H. Contractor's Profit (CP) 10% per D.O. 29 s
I. Value Added Tax (VAT) 12% per D.O. 29 s
J. Total Cost
k. Total Unit Cost
Sub-Total for E
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P
P
N PRODUCTION WELL
6.00 4,392.00
7.00 7,608.00
Rate Amount
4.00 3,144.00
15,144.00
Rate Amount
-
15,144.00
Cost Amount
5.00 17,550.00
.00 3,978.00
10.64 1,807.40
10.64 3,474.30
5.00 425.00
.00 130.00
10.64 1,064.34
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P
011
011
011
No. of Days:
2.33333
P
P
.00 140.00
0.00 150.00
29,271.04
44,415.04
-
-
-
.00 135.00
12.02
4.00 6,288.00
44,415.04
44,415.04
N PRODUCTION WELL
Rate Amount
Rate Amount
06.56 124,878.72
95,856.00
6.00 43,920.00
7.00 45,648.00
124,878.72
220,734.72
.00
3.00
.00
70.00
163.00
184.00
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P
011 0.06 ####
011 ####
011 ####
ok
No. of Days:
P
1376
P
Cost Amount
-
220,734.72
13,244.08
-
-
Amount#DIV/0!
4.00 6,812.00
Rate
233,978.808,356.39
N PRODUCTION WELL
Rate Amount
7.04 11,844.48
56,264.00
7.00 49,452.00
11,844.48
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P
011 0.06 ####
011 ####
011 ####
ok
No. of Days:
P
1.2 5
68,108.48
Cost Amount
-
68,108.48
4,086.51
-
-
5.33
4.00 3,144.00
72,194.99
72,194.99
N PRODUCTION WELL
6.00 4,392.00
7.00 15,216.00
Rate Amount
16.00 10,579.20
8.00 3,516.00
12.00 5,624.00
22,752.00
Rate Amount
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P
16mm x 6.00m Def. Reinforcing Steel Bar 449
12mm x 7.50m Def. Reinforcing Steel Bar 120
12mm x 6.00m Def. Reinforcing Steel Bar 491
Hacksaw Blade 12
#16 G.I. Tie-wire 143
P
011 0.06
011
011
6.95
4.5
6.86833
No. of Days:
40
.52 202,056.47
.65 41,278.68
19,719.20
42,471.20
Cost Amount
445,342.10
58.08
377,662.85
420,134.05
25,208.04
-
-
.00 10,725.00
Rate Amount3.00
4.00 2,096.00
N PRODUCTION WELL
6.00 2,928.00
7.00 12,680.00
.00 864.00
.90 122,738.71
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P
P
P
011 0.06
011
011
ok
3.927 22.4
0.89536 22.5
3.5343 4.42966
No. of Days:
96.00 36,888.00
1,770.40
17,704.00
Rate Amount
121,258.40
Cost Amount
103,554.40
16.00 64,896.00
128,533.90
1,169.87
-
121,258.40
7,275.50
-
-
6.00
N PRODUCTION WELL
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P
P
Portland Cement 1,352
Washed Sand 57
Gravel (G-1) 75
75mm x 3.00m PVC Pipe, Series 1,000 8
12mm thk x 1.20m x 2.40m Ordinary Plywood
270pcs. - 2" x 3" x 8' Coco Lumber
270pcs. - 2" x 3" x 8' Coco Lumber 1,080
P
011 0.06
4.00 3,144.00
7.00 15,216.00
6.00 8,784.00
6.00 17,568.00
7.00 30,432.00
0.00 51,120.00
6.00 16,512.002.00 11,664.00
75,144.00
Rate Amount
.00 51,300.00
.00 67,500.00
.00 351,520.00
79,296.00
154,440.00
Cost Amount
0.64 21,689.45
.00 58,500.00
0.64 5,482.55
.00 4,504.00
561,471.01
715,911.01
42,954.66
.00 975.00
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011
011
ok
0.8
No. of Days:
0.212
P
P
130pcs. - 2" x 4" x 10' Coco Lumber 867
96pcs. - 2" x 3" x 10' Coco Lumber 480
4" C.W. Nail 36
P
011 0.06
-
-
Rate Amount
14.99
4.00 7,860.00
758,865.67
5,612.91
N PRODUCTION WELL
Rate Amount
37,860.00
6.00 10,980.00
7.00 19,020.00
0.64 17,411.83
0.64 9,639.75
Cost Amount
-
37,860.00
.00 2,520.00
29,571.58
67,431.58
4,045.89
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011
011
1
No. of Days:
P
P
P
011 0.06
011
Rate Amount
9.00
N PRODUCTION WELL
-
-
71,477.47
22,487.38
33,246.00
Rate Amount
7.00 28,530.00
4.00 4,716.00
8,856.00
42,102.00
Cost Amount
4.00 8,856.00
124,452.00
7,467.12
-
82,350.00
.00 82,350.00
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011
ok
reprint
18
1.5
No. of Days:
P
P
-
131,919.12
360.43
4.00 2,096.00
6.00 4,392.00
Rate Amount4.00
N PRODUCTION WELL
Rate Amount
8.00 3,128.00
9,024.00
7.00 2,536.00
Cost Amount
.00 7,800.00
3,128.00
12,152.00
3.00 14,967.00
.00 124.00
3.00 4,942.00
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P
011 0.06
011 0.1
011 0.12
ok
reprint
18
1.5
No. of Days:
P
P
27,967.95
.00 63.00
3.90 71.95
Rate
N PRODUCTION WELL
40,119.95
2,407.20
4,012.00
5,584.70
52,123.84
691.94
67,860.00
6.00 21,960.00
7.00 38,040.00
Amount15.00
4.00 7,860.00
Cost Amount
20,640.00
88,500.00
Rate Amount
6.00 20,640.00
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P
011 0.06
011 0.1
011 0.12
ok
reprint
18
1.5
No. of Days:
P
.00 7,200.00
.00 14,400.00
.00 46,800.00
.00 248.00
.00 225.00
.00 16,650.00
.00 31,500.00
.00 22,880.00
-187,742.00
.00 744.00
.00 675.00
.00 7,200.00
.00 39,220.00
Rate Amount
10.00
N PRODUCTION WELL
276,242.00
16,574.52
27,624.20
38,452.89
358,893.61
6,758.82
18,900.00
7.00 6,340.00
.00 5,240.00
.00 7,320.00
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P
P
011 0.06
011 0.1
011 0.12
ok
18
Rate Amount
.00 10,724.00
-
18,900.00
Cost Amount
.65 7,920.00
.00 150.00
.00 8,320.00
.00 2,700.00
.00 62.00
.00 2,475.00
-
37,231.00
.00 3,380.00
0.00 1,500.00
N PRODUCTION WELL
56,131.00
3,367.86
5,613.10
7,813.44
72,925.40
563.22
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1.5
No. of Days:
500
500 1000 50
500
500 2000 50
P 500
500 4000 50
500
500 5000 50
500500 6000 50
500
P 500
500 8000 50
500
500 9000 50
500
500 10000 50
500 25
500
P
011 0.06
011 0.1
011 0.12
ok
reprint
Rate Amount4.00
7.00 1,268.00
4.00 2,096.00
6.00 1,464.00
8.00 12,512.000.00 1,200.00
4,828.00
Rate Amount
2.00 22,968.00
.90 287.80
13,712.00
18,540.00
Cost Amount
23,514.30
42,054.30
2,523.26
4,205.43
5,853.96
.00 124.00
.50 134.50
54,636.95
1,011.80
N PRODUCTION WELL
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18
1.5
No. of Days:
500
500 1000 50
500
500 2000 50
P 500
500 4000 50
500
500 5000 50500
500 6000 50
500
P 500
500 8000 50
500
500 9000 50
500
500 10000 50
500 25
425
500
P
011 0.06
011 0.1
5.00
4.00 2,620.00
7,620.00
6.00 1,830.00
7.00 3,170.00
Rate Amount
4.00 1,820.00
17,460.00
Rate Amount
8.00 15,640.00
2.00 16,128.00
25,080.00
Cost Amount
.00 3,376.00
15.00 70,845.00
.90 719.50
.50 1,076.00
.00 992.00
126,466.50
7,587.99
12,646.65
101,386.50
0.00 4,350.00
.00 3,900.00
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011 0.12
ok
0.3
18
6.933333
1.5
No. of Days:
P
P
17,604.14
164,305.28
41,076.32
4.00 2,620.00
6.00 1,830.00
Rate Amount5.00
14.56
N PRODUCTION WELL
-
7,620.00
Rate Amount
.00 667.00
7.00 1,708.00
7,620.00
Cost Amount
.00 135.00
.00 52.00
6.00 2,424.00
9.00 1,538.00
0.00 390.00
7.00 3,170.00
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P
011 0.06
011 0.1
011 0.12
2,023.13
Summary
Labor Cost #REF!
Equipment Cost: #REF!
Material Cost: #REF!
OCM: #REF!
CP: #REF!VAT: #REF!
Mobi/Demo: #REF!
6,914.00
14,534.00
872.04
1,453.40
2,023.13
18,882.57
483.67
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pcs. 47.51848
pcs.
pcs.
pcs.
kgs.
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bags 260.00
cu.m. 1,000.00
cu.m. 1,000.00
pcs. 563.00
60 shts. 975.00
1,080 bd.ft. 20.00
bd.ft.
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bd.ft.
bd.ft.
kgs.
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