Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga CityStandard Form Number: SF-INFR-01 Contract Reference Number
Revised on: July 28, 2004 Name of the Contract
Location of the Contract
APPROVED BUDGET FOR THE CONTRACT
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter FenceZamboanga City
Stations : Length : Contract Duration:
DESCRIPTION QUANTITY UNIT
MARK-UPSTOTAL MARK-UP
VAT TOTAL COSTITEM ESTIMATED IN PERCENT TOTAL UNITNO. DIRECT COST
OCM PROFIT % VALUEINDIRECT COST COST
(1) (2) (3) (4) (5) (6) (7) (8)(9) (10) (11) (12) (13)
(5)X(8) 12%((5)+(9)) (9)+(10) (5)+(11) (13)/(3)Mobilization/Demobilization 17,077.18 0% 0% 0% 0.00 0.00 0.00 17,077.18
103 Layout and Excavation Works 86.15 cu.m. 49,823.01 12% 12% 24% 11,957.52 7,413.66 19,371.18 69,194.19 803.18104 Embankment 52 cu.m. 99,808.80 12% 12% 24% 23,954.11 14,851.55 38,805.66 138,614.46 2,665.66404 Reinforcing Steel Bar 5,811.31 kgs. 318,943.15 12% 12% 24% 76,546.36 47,458.74 124,005.10 442,948.25 76.22405 Structural Concrete 46.53 cu.m. 295,045.00 12% 12% 24% 70,810.80 43,902.70 114,713.50 409,758.50 8,806.33
SPL-2a Setting of 100mm. Thk. CHB (fence) 598.50 sq.m. 318,206.51 12% 12% 24% 76,369.56 47,349.13 123,718.69 441,925.20 738.39SPL-2b Setting of 150mm. Thk. CHB (fence) 88.80 sq.m. 76,084.44 12% 12% 24% 18,260.26 11,321.36 29,581.62 105,666.06 1,189.93SPL-3 Plastering Works (16mm thk., both faces) 1,325.25 sq.m. 272,664.00 12% 12% 24% 65,439.36 40,572.40 106,011.76 378,675.76 285.74SPL-4 24.16 cu.m. 105,385.70 12% 12% 24% 25,292.57 15,681.39 40,973.96 146,359.66 6,057.93
SPL-5a 11.48 sq.m. 49,863.00 12% 12% 24% 11,967.12 7,419.61 19,386.73 69,249.73 6,032.21
SPL-5b 1.59 sq.m. 20,991.00 12% 12% 24% 5,037.84 3,123.46 8,161.30 29,152.30 18,306.00
SPL-6 Painting Works 611.57 sq.m. 100,903.25 12% 12% 24% 24,216.78 15,014.40 39,231.18 140,134.43 229.14TOTAL 1,724,795.04 663,960.68 2,388,755.72
Prepared by: Checked & Reviewed by: Approved by:
FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA
Researcher/ Analyst A (J.O.) Officer-In-Charge Officer-In-ChargePlanning Division Design Division Engineering & Construction Department
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Assistant General Manager General ManagerTechnical Services Group
Forms and Scaffolding (fabrication, placing and dismantling)Fabrication and Installation of Steel Gate (1.75m. x
6.56m.)Fabrication and Installation of Steel Gate (0.91m. x
1.75m.)
PROJECT/LOCATION OF PROJECT:
Zamboanga City
BREAKDOWN OF EXPENDITURES % OF TOTAL AMOUNTI - ESTIMATED COST
A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.64 17,077.18 2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.20 1,198,455.30
2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .
3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . . 15.24 404,108.60 4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . . 3.97 105,153.96
B.1. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 7.73 204,926.14 2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.73 204,926.14
B.2. VAT & INCIDENTAL EXPENSES:1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . . 9.58 254,108.42 3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .
S U B - T O T A L (CONTRACT COST) 2,388,755.74
II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead 0.90 23,887.56 2. POW/Site Acquisition/Pre-Engineering3. Materials to be furnished by the government4. Materials Quality Control & Hydrology (MQCH)5. Retention for RO & C.O.
S U B - T O T A L 23,887.56
III - CONTINGENCIES/RESERVED:
1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . . 4.50 119,437.79
2. Price Escalation (up to 12% of the Estimated 4.50 119,437.79 Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .
TOTAL ESTIMATED PROJECT COST 100.00 2,651,518.88
PREPARED BY: APPROVED BY:
FELIXBERTO R. CAARE, JR., RMP MARLI ACOSTA - DE FIESTAResearcher/Analyst A (J.O.) Officer - In - Charge
Planning Division
CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:
EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSOOfficer - In - Charge Assistant General Manager
Design Division Technical Services Group
APPROVED FOR PROJECT IMPLEMENTATION:
LEONARDO REY D. VASQUEZ
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
Engineering & Construction Department
Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
INDIVIDUAL PROGRAM OF WORK
28-Feb-15
PROJECT/LOCATION OF PROJECT: APPROPRIATE: Php2,651,518.88SOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:CALENDAR DAYS
PROJECT CATEGORY: TO COMPLETE:DESIRABLE STARTING DATE: upon Approval
Concrete Perimeter FenceCONTRACT /X/ ADMINISTRATION / /
PROJECT DESCRIPTION:Construction of 222.00 Linear Meters of Concrete Perimeter Fence w/ Steel Gate
MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIREDDescription No. Description No. Description No. Description
1 Construction Foreman/Eng'g Assist.4 Carpenters2 Steelman1 Welder2 Painter4 Masons8 Laborers
ESTIMATED COST OF PROPOSED PROJECTS
ITEM NO. DESCRIPTION UNIT QTY.DIRECT COST
TOTAL UNIT COST103 Layout and Excavation Works 2.92% cu.m. 86.15 49,823.01 578.33 803.18 104 Embankment 5.84% cu.m. 52.00 99,808.80 1,919.40 2,665.66 404 Reinforcing Steel Bar 18.68% kgs. 5,811.31 318,943.15 54.88 76.22 405 Structural Concrete 17.28% cu.m. 46.53 295,045.00 6,340.96 8,806.33
SPL - 2a Setting of 100mm. Thk. CHB 18.63% sq.m. 598.50 318,206.51 531.67 738.39 SPL - 2b Setting of 150mm. Thk. CHB 4.46% sq.m. 88.80 76,084.44 856.81 1,189.93 SPL - 3 Plastering Works (16mm thk., both faces) 15.97% sq.m. 1,325.25 272,664.00 205.75 285.74 SPL - 4 6.17% cu.m. 24.16 105,385.70 4,361.99 6,057.93
SPL - 5a 2.92% sq.m. 11.48 49,863.00 4,343.47 6,032.21
SPL - 5b 1.23% sq.m. 1.59 20,991.00 13,181.16 18,306.00
SPL - 6 Painting Works 5.91% sq.m. 611.57 100,903.25 164.99 229.14
TOTAL 100% ###
PREPARED BY: APPROVED BY:
FELIXBERTO R. CAARE, JR., RMP MARLI ACOSTA - DE FIESTAResearcher/Analyst A (J.O.) Officer - In - Charge
Planning Division
CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:
EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSO
Officer - In - Charge Assistant General Manager
Design Division Technical Services Group
APPROVED FOR PROJECT IMPLEMENTATION:
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) -
Construction of Concrete Perimeter Fence
% OF TOTAL
ADJUSTED UNIT COST
Forms and Scaffolding (fabrication, placing and dismantling)Fabrication and Installation of Steel Gate (1.75m. x 6.56m.)Fabrication and Installation of Steel Gate
(0.91m. x 1.75m.)
Engineering & Construction Department
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: 103 Layout and Excavation Works
Unit of Measurement: cu.m.
Output per day: 18.96 cu.m. /day
Quantity: 86.15 cu.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 5 524.00 2,620.00
b. Skilled Laborer 2 5 366.00 3,660.00
b. Laborer 8 5 317.00 12,680.00
Sub-Total for A P 18,960.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
N/A
Sub-Total for B P -
C. Total (A+B) 18,960.00 D. Output per day = 18.96 cu.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
a. 148 pcs. - 2" x 4" x 8' Coco Lumber 1.86259 cu.m. 8,899.44 16,576.01
b. 148 pcs. - 2" x 3" x 8' Coco Lumber 1.39694 cu.m. 8,899.44 12,432.00
c. 4" C.W. Nail 21 kgs. 85.00 1,785.00
d. Nylon Chord 2 rolls 35.00 70.00
Sub-Total for E P 30,863.01
F. Direct Cost (C+E) 49,823.01
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 5,978.76
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 5,978.76
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 7,413.66
J. Total Cost 69,194.20
k. Total Unit Cost 803.18
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: 104 Embankment
Unit of Measurement: cu.m.
Output per day: 40.00 cu.m. /day
Quantity: 52.00 cu.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 1.30 524.00 681.20
b. Skilled Laborer 2 1.30 366.00 951.60
b. Laborer 8 1.30 317.00 3,296.80
Sub-Total for A P 4,929.60
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
a. Plate Compactor 1 1.30 984.00 1,279.20
Sub-Total for B P 1,279.20
C. Total (A+B) 6,208.80 D. Output per day = 40.00 cu.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E.
a. Filling Materials (loose volume) 52 cu.m. 1,800.00 93,600.00
Note: Use Filling Materials for Backfill and Fill
Sub-Total for E P 93,600.00
F. Direct Cost (C+E) 99,808.80
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 11,977.06
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 11,977.06
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 14,851.55
J. Total Cost 138,614.46
k. Total Unit Cost 2,665.66
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
Materials (25% Shrinkage Factor)
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: 404 Reinforcing Steel Bar
Unit of Measurement: kgs.
Output per day: 640.00 kgs. /day
Quantity: 5,811.31 kgs.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 9 524.00 4,716.00
b. Skilled Laborer 8 9 366.00 26,352.00
b. Laborer 8 9 317.00 22,824.00
Sub-Total for A P 53,892.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
a. Bar Cutter 1 9 1,758.00 15,822.00
b. Bar Bender 1 9 2,812.00 25,308.00
c. Cargo Truck (10T, 270Hp) 1 0.61 8,816.00 5,377.76
Sub-Total for B P 46,507.76
C. Total (A+B) 100,399.76
D. Output per day = 640.00 kgs. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
1. Column Footing
858.43 kgs. 34.77 29,847.68
#16 G.I. Tie-wire 15 kgs. 63.00 945.00
2. Wall Footings
436.90 kgs. 40.21 17,567.59
206.98 kgs. 34.90 7,223.46
#16 G.I. Tie-wire 19 kgs. 63.00 1,197.00
3. Columns
1,868.35 kgs. 34.77 64,962.60
1,255.53 kgs. 34.90 43,818.04
#16 G.I. Tie-wire 77 kgs. 63.00 4,851.00
4. Lintel Beams
788.54 kgs. 40.21 31,707.35
396.58 kgs. 34.90 13,840.67
#16 G.I. Tie-wire 41 kgs. 63.00 2,583.00
Sub-Total for E P 218,543.39
F. Direct Cost (C+E) 318,943.15
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 38,273.18
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 38,273.18
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 47,458.74
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
16mm.Ø x 6.00m. Def. Reinforcing Steel
12mm.Ø x 6.00m. Def. Reinforcing Steel
10mm.Ø x 6.00m. Def. Reinforcing Steel
16mm.Ø x 6.00m. Def. Reinforcing Steel
10mm.Ø x 6.00m. Def. Reinforcing Steel
12mm.Ø x 6.00m. Def. Reinforcing Steel
10mm.Ø x 6.00m. Def. Reinforcing Steel
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: 405 Structural Concrete
Unit of Measurement: cu.m.
Output per day: 3.50 cu.m./day
Quantity: 46.53 cu.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 13 524.00 6,812.00
b. Skilled Laborer 3 13 366.00 14,274.00
b. Laborer 8 13 317.00 32,968.00
Sub-Total for A P 54,054.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
a. Concrete Bagger Mixer 1 13 1,376.00 17,888.00
b. Concrete Vibrator 1 13 1,191.00 15,483.00
Sub-Total for B P 33,371.00
C. Total (A+B) 87,425.00 D. Output per day = 3.50 cu.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
1. Column Footing
Volume: 12.38 cu.m.
Portland Cement 124 bags 260.00 32,240.00
Washed Sand 6.50 cu.m. 1,000.00 6,500.00
Gravel 13 cu.m. 1,000.00 13,000.00
7.50 cu.m. 1,000.00 7,500.00
2. Wall Footings
Volume: 9.99 cu.m.
Portland Cement 100 bags 260.00 26,000.00
Washed Sand 5 cu.m. 1,000.00 5,000.00
Gravel 10 cu.m. 1,000.00 10,000.00
7 cu.m. 1,000.00 7,000.00
3. Columns
Volume: 17.50 cu.m.
Portland Cement 176 bags 260.00 45,760.00
Washed Sand 9.20 cu.m. 1,000.00 9,200.00
Gravel 17.50 cu.m. 1,000.00 17,500.00
4. Lintel Beam
Volume: 6.66 cu.m.
Portland Cement 67 bags 260.00 17,420.00
Washed Sand 3.50 cu.m. 1,000.00 3,500.00
Gravel 7 cu.m. 1,000.00 7,000.00
Sub-Total for E P 207,620.00
F. Direct Cost (C+E) 295,045.00
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 35,405.40
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 35,405.40
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 43,902.70
J. Total Cost 409,758.50
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
100mm.Ø Boulders (bedding)
100mm.Ø Boulders (bedding)
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: SPL - 2a Setting of 100mm. Thk. CHB (fence)
Unit of Measurement: sq.m.
Output per day: 42.00 sq.m. /day
Quantity: 598.50 sq.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 14 524.00 7,336.00
b. Skilled Laborer 3 14 366.00 15,372.00
b. Laborer 6 14 317.00 26,628.00
Sub-Total for A P 49,336.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
N/A
Sub-Total for B P -
C. Total (A+B) 49,336.00 D. Output per day = 42.00 sq.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
a. 100mm. x 200mm. x 400mm. CHB (NLB) 7,482 pcs. 14.00 104,748.00
b. Washed Sand 26 cu.m. 1,000.00 26,000.00
c. Portland Cement 313 bags 260.00 81,380.00
d. 1,579.90 kgs. 34.90 55,138.51
e. #16 G.I. Tie-wire 20 kgs. 63.00 1,260.00
f. Hacksaw Blade 8 pcs. 43.00 344.00
Sub-Total for E P 268,870.51
F. Direct Cost (C+E) 318,206.51
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 38,184.78
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 38,184.78
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 47,349.13
J. Total Cost 441,925.20
k. Total Unit Cost 738.39
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
10mm.Ø x 6.00m. Def. Reinforcing Steel Bar
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: SPL - 2b Setting of 150mm. Thk. CHB (fence)
Unit of Measurement: sq.m.
Output per day: 30.00 sq.m. /day
Quantity: 88.80 sq.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 3 524.00 1,572.00
b. Skilled Laborer 3 3 366.00 3,294.00
b. Laborer 6 3 317.00 5,706.00
Sub-Total for A P 10,572.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
N/A
Sub-Total for B P -
C. Total (A+B) 10,572.00 D. Output per day = 30.00 sq.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
a. 150mm. x 200mm. x 400mm. CHB (NLB) 1,110 pcs. 18.50 20,535.00
b. Washed Sand 7.50 cu.m. 1,000.00 7,500.00
c. Portland Cement 90 bags 260.00 23,400.00
d. 341.12 kgs. 40.21 13,716.44
e. #16 G.I. Tie-wire 3 kgs. 63.00 189.00
f. Hacksaw Blade 4 pcs. 43.00 172.00
Sub-Total for E P 65,512.44
F. Direct Cost (C+E) 76,084.44
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 9,130.13
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 9,130.13
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 11,321.36
J. Total Cost 105,666.06
k. Total Unit Cost 1,189.93
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
12mm.Ø x 6.00m. Def. Reinforcing Steel Bar
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: SPL - 3 Plastering Works (16mm thk., both faces)
Unit of Measurement: sq.m.
Output per day: 48.00 sq.m. /day
Quantity: 1,325.25 sq.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 28 524.00 14,672.00
b. Skilled Laborer 8 28 366.00 81,984.00
b. Laborer 8 28 317.00 71,008.00
Sub-Total for A P 167,664.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
N/A
Sub-Total for B P -
C. Total (A+B) 167,664.00 D. Output per day = 48.00 sq.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materialsa. Portland Cement 255 bags 260.00 66,300.00
b. Sand (for plastering) 21.50 cu.m. 1,800.00 38,700.00
Sub-Total for E P 105,000.00
F. Direct Cost (C+E) 272,664.00
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 32,719.68
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 32,719.68
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 40,572.40
J. Total Cost 378,675.76
k. Total Unit Cost 285.74
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: SPL - 4 Forms and Scaffolding (fabrication, placing and dismantling)
Unit of Measurement: cu.m.
Output per day: 7.00 cu.m./day
Quantity: 24.16 cu.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 3 524.00 1,572.00
b. Skilled Laborer 4 3 366.00 4,392.00
b. Laborer 8 3 317.00 7,608.00
Sub-Total for A P 13,572.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
N/A
Sub-Total for B P -
C. Total (A+B) 13,572.00 D. Output per day = 7.00 cu.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials1. Forms
203 pcs - 2" x 3" x 12' Coco Lumber 1,217 bd.ft. 21.00 25,557.00
12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 42 shts. 589.00 24,738.00
2" C.W. Nail 32 kgs. 45.00 1,440.00
4" C.W. Nail 55 kgs. 42.30 2,326.50
2. Scaffolding
122 pcs. - 2" x 4" x 12' Coco Lumber 974 bd.ft. 21.00 20,454.00
91 pcs. - 2" x 3" x 8' Coco Lumber 365 bd.ft. 21.00 7,665.00
122 pcs. - 2" x 2' x 10' Coco Lumber 406 bd.ft. 21.00 8,526.00
4" C.W. Nail 26 kgs. 42.30 1,107.20
Sub-Total for E P 91,813.70
F. Direct Cost (C+E) 105,385.70
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 12,646.28
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 12,646.28
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 15,681.39
J. Total Cost 146,359.66
k. Total Unit Cost 6,057.93
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: SPL - 5a Fabrication and Installation of Steel Gate (1.75m. x 6.56m.)
Unit of Measurement: sq.m.
Output per day: 2.30 sq.m. /day
Quantity: 11.48 sq.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 5 524.00 2,620.00
b. Skilled Laborer 1 5 366.00 1,830.00
b. Laborer 1 5 317.00 1,585.00
Sub-Total for A P 6,035.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
a. Welding Machine 1 5 3,128.00 15,640.00
b. Angular Grinder 1 5 300.00 1,500.00
Sub-Total for B P 17,140.00
C. Total (A+B) 23,175.00 D. Output per day = 2.30 sq.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materialsa. 5 pcs. 2,850.00 14,250.00
b. 10mm. x 10mm. x 6.00m. Square Bar 32 pcs. 230.00 7,360.00
c. 6mm. Thk. x 100mm. x 6.00m. Flat Bar 1 pc. 1,092.00 1,092.00
d. 6011 Welding Rod 4 kgs. 140.00 560.00
e. 2 pcs. 94.00 188.00
f. Hacksaw Blade 2 pcs. 63.00 126.00
g. 1 pc. 1,365.00 1,365.00
h. 1 pc. 1,747.00 1,747.00
Sub-Total for E P 26,688.00
F. Direct Cost (C+E) 49,863.00
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 5,983.56
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 5,983.56
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 7,419.61
J. Total Cost 69,249.73
k. Total Unit Cost 6,032.21
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
50mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard
100mm.Ø Grinding Dics
25mm.Ø x 6.00m. MS Plain Round Bar32mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy
Duty Standard
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: SPL - 5b Fabrication and Installation of Steel Gate (0.91m. x 1.75m.)
Unit of Measurement: sq.m.
Output per day: 0.795 sq.m. /day
Quantity: 1.59 sq.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 2 524.00 1,048.00
b. Skilled Laborer 1 2 366.00 732.00
b. Laborer 1 2 317.00 634.00
Sub-Total for A P 2,414.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
a. Welding Machine 1 2 3,128.00 6,256.00
b. Angular Grinder 1 2 300.00 600.00
Sub-Total for B P 6,856.00
C. Total (A+B) 9,270.00 D. Output per day = 0.795 sq.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materialsa. 2 pcs. 2,850.00 5,700.00
b. 10mm. x 10mm. x 6.00m. Square Bar 6 pcs. 230.00 1,380.00
c. 6mm. Thk. x 100mm. x 6.00m. Flat Bar 1 pc. 1,092.00 1,092.00
d. 6011 Welding Rod 2 kgs. 140.00 280.00
e. 1 pc. 94.00 94.00
f. Hacksaw Blade 1 pc. 63.00 63.00
g. 1 pc. 1,365.00 1,365.00
h. 1 pc. 1,747.00 1,747.00
Sub-Total for E P 11,721.00
F. Direct Cost (C+E) 20,991.00
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 2,518.92
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 2,518.92
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 3,123.46
J. Total Cost 29,152.30
k. Total Unit Cost 18,306.00
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence
50mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard
100mm.Ø Grinding Dics
25mm.Ø x 6.00m. MS Plain Round Bar32mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy
Duty Standard
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: SPL - 6 Painting Works
Unit of Measurement: sq.m.
Output per day: 54.40 sq.m. /day
Quantity: 611.57 sq.m.
Designation No. Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman/Eng'g Assist. 1 12 524.00 6,288.00
b. Skilled Laborer 2 12 366.00 8,784.00
b. Laborer 2 12 317.00 7,608.00
Sub-Total for A P 22,680.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
B. Equipment
N/A
Sub-Total for B P -
C. Total (A+B) 22,680.00 D. Output per day = 54.40 sq.m. /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materialsa. Concrete Neutralizer 5 gals. 297.00 1,485.00 b. Solvent Based Acrylic Cast 15 gals. 438.00 6,570.00
c. Solvent Based Acrylic Primer 28 gals. 743.00 20,804.00
d. Solvent Based Acrylic Top Coat White 48 gals. 783.00 37,584.00
Solvent Based Thermoplastic Acrylic Rasin:
e. Raw Sienna (1L/can) 4 can 110.00 440.00
f. Hansa Yellow (1L/can) 4 can 110.00 440.00
g. Black (1L/can) 4 can 110.00 440.00
h. Liquid Tile Venetian Red 4 can 110.00 440.00
i. Liquid Tile Thalo Blue 4 can 110.00 440.00
j. Solvent Based Acrylic Reducer 19 gals. 385.00 7,315.00
k. Metal Primer 1 gal. 427.00 427.00
l. Body Filler w/ Hardener 1 liter 138.25 138.25
m. Quick Dry Enamel Color Blue 2 gals. 475.00 950.00
n. 7" Roller Brush w/ Handle 5 pcs. 35.00 175.00
o. 4" Paint Brush 5 pcs. 85.00 425.00
p. 2" Paint Brush 5 pcs. 30.00 150.00
Sub-Total for E P 78,223.25
F. Direct Cost (C+E) 100,903.25
G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 12,108.39
H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 12,108.39
I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 15,014.40
J. Total Cost 140,134.43
k. Total Unit Cost 229.14
Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence