DETAILED UNIT PRICE ANALYSIS
Project Name: Provision of Potable Water System
Location: Brgy. Arado, Dulag, Leyte
ITEM I : Tap Stand
1) QUANTITY: 20 Units
2 Name and Specification Quantity Unit Unit Price Total Cost
Cement 64 bags 290.00 18,560.00
M Coarse Sand 6 cu.m. 700.00 P 4,200.00
A 12" thk CHB 442 pcs. 12.00 P 5,304.00
T
E 10 mm. Ø RSB 138 pcs. 160.00 P 22,080.00
R # 16 T.W. 5 kls. 75.00 P 375.00
I
A Hacksaw Blade 4 pcs. 55.00 P 220.00
L
S
Total Materials Cost P 50,739.00
No. of No. of Rate per
3 Name and Capacity Total Cost
Units Hours Hour
E
Q
U
I
P
M
E
N
T
Total Equipment Cost P -
No. of Rate per
4 Designation of Personnel No. of Men Total Cost
Hours Hour
L
A
B
O
R Total Labor Cost P 17,758.65
5 TOTAL DIRECT COST P 68,497.65
6 Direct Cost (5/1) #VALUE!
7 CONTRACTOR PROFIT (10% X 5) P 6,849.77
8 OCM (Overhead, Contingencies & Miscellaneous) [10% OF 4] P 6,849.77
9 Indirect Cost P 13,699.53
10 VAT ((5+9) * 12%) P 9,863.66
11 Total Cost Item P 92,060.84
12 UNIT COST OF ITEM (10/1) #VALUE!
Prepared by : Approved by:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE, CPA
Municipal Engineer Mayor
DETAILED UNIT PRICE ANALYSIS
Project Name: Provision of Potable Water System
Location:Brgy. Cabatoan, Dulag, Leyte
ITEM I : EXCAVATION
1) QUANTITY: 248.39 cu.m.
2 Name and Specification Quantity Unit Unit Price Total Cost
Total Materials Cost P -
No. of No. of Rate per
3 Name and Capacity Total Cost
Units Hours Hour
E
Q
Mini Back Hoe 1 184 P 875.00 P 161,000.00
U
I
P
M
E
N
T
Total Equipment Cost P 161,000.00
No. of Rate per
4 Designation of Personnel No. of Men Total Cost
Hours Hour
L
A
B
O
R Total Labor Cost P -
5 TOTAL DIRECT COST P 161,000.00
6 Direct Cost (5/1) #VALUE!
7 CONTRACTOR PROFIT (10% X 5) P 16,100.00
8 OCM (Overhead, Contingencies & Miscellaneous) [10% OF 4] P 16,100.00
9 Indirect Cost P 32,200.00
10 VAT ((5+9) * 12%) P 23,184.00
11 Total Cost Item P 216,384.00
12 UNIT COST OF ITEM (10/1) #VALUE!
Prepared by : Approved by:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE, CPA
Municipal Engineer Mayor
0.00
0
DETAILED UNIT PRICE ANALYSIS
Project Name:
LocatioBrgy.Cabatoan, Dulag, Leyte
ITEM II Well Casing Develoment & Distribution Plumbing System
1) QUANTITY: L.S.
2) Name and Specification Quantity Unit Unit Price Total Cost
Tap Stand Pipes & Distribution
1/2" Ø x 90° G.I. ST. Elbow 52.00 pcs. 38.00 P 1,976.00
1/2" Ø Brass Nipple 52.00 pcs. 280.00 P 14,560.00
1/2" Ø Schd. 40 G.I. Pipe 52.00 pcs. 460.00 P 23,920.00
1/2" Ø Ball Valve 52.00 pcs. 350.00 P 18,200.00
1/2" Ø 90° G.I. Elbow 156.00 pcs. 68.00 P 10,608.00
1/2" Ø x 90° G.I. Elbow Red 26.00 pcs. 82.00 P 2,132.00
1/2" Ø Schd. 40 G.I. Nipple 26.00 pcs. 160.00 P 4,160.00
1/2" Ø G.I. Coupling 52.00 pcs. 70.00 P 3,640.00
1/2" Ø PE Pipe (SDRII) 26.00 mtrs 75.00 P 1,950.00
1/2" Corporation Stop (Brass) 26.00 pcs. 360.00 P 9,360.00
1" Ø P.E. Pipe 53.00 mtrs 65.00 P 3,445.00
2" Ø P.E. Pipe 480.00 mtrs
3" Ø P.E. Pipe 104.00 mtrs
4" Ø P.E. Pipe 118.00 mtrs
Plastic Tapping Saddle 26.00 pcs. 70.00 P 1,820.00
1/2" Ø Heavy Duty Faucet 26.00 pcs. 414.00 P 380.00
1/2" Ø x 0.15 m. G.I. Nipple 26.00 pcs. 230.00 P 70.00
1/2" Ø x 0.20 m. G.I. Nipple 26.00 pcs. 285.00 P 160.00
1/2" Ø x 0.50 m. G.I. Nipple 26.00 pcs. 480.00 P 180.00
Water Tank Pipes
2" Ø x 6.0m G.I. Pipe 6.00 pcs. 1,200.00 P 7,200.00
2" Ø G.I. Cap Sch. 40 1.00 pcs. 200.00 P 200.00
2" Ø C.I.Gate Valve 2.00 pcs. 3,000.00 P 6,000.00
2" Ø x 90° G.I. Elbow, Sch.40 2.00 pcs. 1,300.00 P 2,600.00
2" Ø G.I. Pipe Sch. 40 2.00 pcs. 600.00 P 1,200.00
2" Ø G.I. Mech Coupling Adaptor 4.00 pcs. 1,400.00 P 5,600.00
2" Ø G.I. Union 8.00 pcs. 350.00 P 2,800.00
M 2" Ø 0.6m G.I. Nipple 1.00 pcs. 75.00 P 75.00
A
T 2" Ø 0.5 G.I. Nipple 1.00 pcs. 75.00 P 75.00
E 2" Ø 0.2 m. G.I. Nipple 4.00 pcs. 75.00 P 75.00
R
I 2" Ø x 2" G.I. Bushing 2.00 pcs. 240.00 P 480.00
A 2" Ø G.I. Elbow 90° 8.00 pcs. 220.00 P 1,760.00
L
S 2" Ø G.I. Elbow 45° 6.00 pcs. 220.00 P 1,320.00
Teflon Tape 1" 7.00 rolls 40.00 P 280.00
25 mm Ø Air Release Valve (1") 1.00 pc. 7,400.00 P 7,400.00
Blow Off
2" Ø G.I. Tee 4.00 pcs. 220.00 P 880.00
2" Ø G.I. Gate Valve 2.00 pcs. 3,000.00 P 600.00
Teflon Tape 1" 3.00 rolls 40.00 P 120.00
2" Ø G. I. Cap Sch. 40 2.00 pcs. 200.00 P 400.00
Well Casing Pipes
6" Ø Eslon Blue Well Casing
GI Pipe, 1 1/4" Ø, S40, 20" 4.00 length 1,400.00 P 5,600.00
GI Pipe, 1 1/4" Ø,France 5.00 pcs. 150.00 P 750.00
GI Elbow, 1 1/4" Ø 2.00 pc. 100.00 P 200.00
GI Nipple, 11/4" Ø 2.00 pc. 90.00 P 180.00
HDPE Pipe 1 1/4", SDR11 1.00 roll 7,500.00 P 7,500.00
1 1/4" HDPE Compression Coupling 2.00 pc. 400.00 P 800.00
1 1/4' PE Adaptor 2.00 pc. 300.00 P 600.00
PVC Blue, 1 1/4" 2.00 length 198.00 P 378.00
PVC Blue, Male Adaptor 1 1/4" 2.00 pc 250.00 P 500.00
PVC Blue Elbow 1 1/14'' 5.00 pc. 25.00 P 125.00
PVC Blue Female Adaptor 1 1/4" 2.00 pc. 60.00 P 120.00
Well Seal, for 6" Well Casing 1.00 pc. 1,000.00 P 1,000.00
Teflon Tape Big 10.00 pc. 45.00 P 450.00
Nylon String, # 300 1.00 kg. 400.00 P 400.00
Total Materials Cost P 154,229.00
No. of Rate per
3) Name and Capacity No. of Units Total Cost
Hours Hour
E
Q
U
I
P
M
E
N
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Total Equipment Cost P -
No. of Rate per
4) Designation of Personnel No. of Men Total Cost
Hours Hour
L
A
B
O
R Total Labor Cost P 53,980.15
5 TOTAL DIRECT COST P 208,209.15
6 Direct Cost (5/1) #VALUE!
7 CONTRACTOR PROFIT (10% X 5) P 20,820.92
8 OCM (Overhead, Contingencies & Miscellaneous) [10% OF 5] P 20,820.92
9 Indirect Cost (7+8) P 41,641.84
10 VAT ((5+9) * 12%) P 29,982.12
11 Total Cost Item P 279,833.11
12 UNIT COST OF ITEM (10/1) #VALUE!
Prepared by : Approved by:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE, CPA
Municipal Engineer Mayor
DETAILED UNIT PRICE ANALYSIS
Project Name: Rehabilitation of Barangay Hall
Location: Brgy. Arado, Dulag Leyte
ITEM III : Water Tank
1) QUANTITY:
2) Name and Specification Quantity Unit Unit Price Total Cost
Portland Cement 176 bags 285.00 P 50,160.00
Sand 10 cu.m. 720.00 P 7,200.00
Gravel 20 cu.m. 1,200.00 P 24,000.00
20 mm. x 6m. RSB Grade 40 56 pcs. 653.00 P 36,568.00
18 mm. x 6m. RSB Grade 40 22 pcs. 432.00 P 9,504.00
16 mm. x 6m. RSB Grade 40 115 pcs. 425.00 P 48,875.00
12 mm. x 6m. RSB Grade 40 192 pcs. 18.00 P 3,456.00
M 2" x 2" x 12' Coco Lumber 475 bd.ft. 29.00 P 13,775.00
A 2" x 3" x 12' Coco Lumber 49 bd.ft. 29.00 P 1,421.00
T
E 2" x 4" 12' Coco Lumber 663 bd.ft. 29.00 P 19,227.00
R 1/4" x 4' x 8' Marine Plywood 12 pcs. 460.00 P 5,520.00
I
A 1/2" x 4' x 8' Marine Plywood 15 pcs. 780.00 P 11,700.00
L 10 mm. Ø x 6m. RSB 8 pcs. 163.00 P 1,304.00
S
# 16 G.I. Tie Wire 32 kls. 70.00 P 2,240.00
C.W. Nails (Assorted) 17 kls. 75.00 P 1,275.00
Dumbbel Type Water Stopper 1 pc. 10.00 P 15.00
4" CHB ( for valve box) 26 pcs. 12.00 P 312.00
50 mm. x 50 mm. x 6 m. Angle bar 5 pcs. 1,150.00 P 5,750.00
(for stair)
Welding Rod 2 kls. 148.00 P 296.00
Total Materials Cost P 242,598.00
No. of
3) Name and Capacity No. of Day Rate per Da y Total Cost
Units
E
Q
1-Bagger Mixer 1 5 P 1,300.00 P 6,500.00
U
I
P
Bar Cutter 1 5 P 1,700.00 P 8,500.00
1,100.00 P 5,500.00
M
E Concrete Vibrator 1 5 P
N
T
Total Equipment Cost P 20,500.00
No. of No. of Rate per
4) Designation of Personnel Total Cost
Men Hours Hours
Foreman 1 120 P 62.50 P 7,500.00
L Mason 1 120 P 50.00 P 6,000.00
A Carpenter 1 120 P 50.00 P 6,000.00
B
O Steelman 1 120 P 50.00 P 6,000.00
R Laborer 6 120 P 32.50 P 7,800.00
Total Labor Cost P 84,909.30
5 TOTAL DIRECT COST P 348,007.30
6 Direct Cost (5/1) #DIV/0!
7 CONTRACTOR PROFIT (10% X 5) P 34,800.73
8 OCM (Overhead, Contingencies & Miscellaneous) [10% OF 5] P 34,800.73
9 Indirect Cost (7+8) P 69,601.46
10 VAT ((5+9) * 12%) P 50,113.05
11 Total Cost Item P 467,721.81
12 UNIT COST OF ITEM (10/1) #DIV/0!
Prepared by : Approved by:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE, CPA
Municipal Engineer Mayor
DETAILED UNIT PRICE ANALYSIS
Project Name: Provision of Solar PV Potable Water System
Location: Brgy. Arado, Dulag, Leyte
ITEM IV : Machinery ( Solar Panel, Submersible Pump and Chloronator)
1) QUANTITY: L.S.
2) Name and Specification Quantity Unit Unit Price Total Cost
265 Wp Solar Panel 4 pcs. 13,000.00 P 52,000.00
4 x 265 Wp Mounting Structure 1 pcs. P
30,000.00 30,000.00
Stainless Nuts M8 w/ Washer 16 pcs. 15.00 P 240.00
Terminal Lugs 5.5-6R 6 kls. 10.09 P 60.54
Submesible Pump, 1.4 kw 1 pc. 120,000.00 P 120,000.00
30-300VDC, 90-240VAC,Helical
Metal Enclosure, 400 x 300mm. 1 pc. 30,000.00 P 30,000.00
Splicing Kit 1 kit 2,900.00 P 2,900.00
Submersible Cable 12 AWG/3c 50 m. 405.00 P 405.00
4mm² PV Cable - Red 100 m. 80.00 P 80.00
4mm² PV Cable - Black 100 m. 80.00 P 80.00
#12AWG THHN CABLE (3.5 SQ.MM. ) Red 100 m. 48.00 P 48.00
M
#12AWG THHN CABLE (3.5 SQ.MM. ) Black 100 m.. 48.00 P 48.00
A
T
3/4" Ø PVC Electrical Conduit 35 length 160.00 P 5,600.00
E 3/4" Ø PVC Electrical Conduit Elbow 10 pcs. 20.00 P 20.00
R
I PVC Contact Cement 2 can 250.00 P 500.00
A
L Ground Rod, 5/8" 1 pc. 1,200.00 P 1,200.00
S
Ground Clamp, 5/8" 1 pc. 400.00 P 400.00
Cable Tie 12" 100 pcs. 6.00 P 600.00
Cable Tie 6" 100 pcs. 5.00 P 500.00
Electrical Tape 2 pcs. 50.00 P 100.00
Rubber Tape 2 pcs. 80.00 P 160.00
Float Switch 1 pcs. 600.00 P 600.00
Chloronator Machine 1 unit 16,400.00 P 16,400.00
1/2" Ø Stainless Faucet 1 pc 560.00 P 560.00
1/2" Ø2.0m. Upe/Polyethelene 2 pcs. 30.00 P 60.00
1/2" Ø Adaptor 1 pc. 225.00 P 225.00
Water Proofing Compond 2 pack 80.00 P 160.00
3 HP Water Pump 1 set 41,000.00 P 41,000.00
Total Materials Cost P 303,946.54
No. of No. of
3) Name and Capacity Rate per Hour Total Cost
Units Hours
E
Q
Sand Pump 1 16 P 162.50 P 2,600.00
U
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P
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Total Equipment Cost P 2,600.00
No. of No. of
4) Designation of Personnel Rate per Hour Total Cost
Men Hours
L Foreman 1 40 P 500.00 P 2,500.00
A Plumber 1 40 P 500.00 P 2,500.00
B
O Laborer 2 40 P 260.00 P 2,600.00
R Total Labor Cost P 106,381.29
5 TOTAL DIRECT COST P 412,927.83
6 Direct Cost (5/1) #DIV/0!
7 CONTRACTOR PROFIT (10% X 5) P 41,292.78
8 OCM (Overhead, Contingencies & Miscellaneous) [10% OF 5] P 41,292.78
9 Indirect Cost (7+8) P 82,585.57
10 VAT ((5+9) * 12%) P 59,461.61
11 Total Cost Item P 554,975.00
12 UNIT COST OF ITEM (10/1) #DIV/0!
Prepared by : Approved by:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE, CPA
Municipal Engineer Municipal Mayor
#VALUE!
5
Republic of the Phillippines
Province of Leyte
MUNICIPALITY OF DULAG
INDIVIDUAL PROGRAM OF WORKS
VARIATION ORDER #1
Name/Location of Project: Appropriation
Source of Fund : DILG Fund
Rehabilitation of Barangay Hall
Brgy. Arado, Dulag, Leyte Calendar Days to Complete :
Mode of Implementation : Contract
Project Category:
Rehabilitation of Barangay Hall
Project Description:
Rehabilitation of Barangay Hall
Minimum Equipment Requirement Technical Personnel Required
No. Description Description No.
ESTIMATED COST OF PROPOSED WORK
Item % of Direct Total Cost Adj.
Description Qty. Unit
No. total Total Unit Cost Unit Cost
I Tap Stand ### 20 Units -
#VALUE! #VALUE! #VALUE!
II Well Casing Develoment & Distribution ### L.S. -
#VALUE! #VALUE! #VALUE!
III Water Tank #DIV/0! - -
#DIV/0! #DIV/0! #DIV/0!
IV Machinery ( Solar Panel, Submersible P #DIV/0! - L.S.
#DIV/0! #DIV/0! #DIV/0!
#VALUE! #VALUE!
Prepared by : Approved by:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE, CPA
Municipal Engineer Municipal Mayor
BREAKDOWN OF ESTIMATED EXPENDITURES % of total AMOUNT
I. ESTIMATED COST
A. DIRECT COST #VALUE! #VALUE!
1. Mobilization/Demobilization
2. Materials #VALUE! 751,512.54
a. Supply/Delivery
b. Testing of Materials
3. Labor #VALUE! 263,029.39
4. Equipment Expenses
B. INDIRECT COST #VALUE! 356,948.83
1. Overhead, Contingencies, Miscellaneous #VALUE! 103,764.19
( 7% to 13% of Direct Cost)
2. Profit #VALUE! 103,764.19
( 5% to 15% of Direct Cost)
3. Comprehensive All Risk Insurance
( 1.5% of Direct Cost)
4. Value Added Tax #VALUE! 149,420.44
( 5% of (A+B.1+B.2)
SUB - TOTAL #VALUE! #VALUE!
II. ESTIMATED GOVERNMENT EXPENDITURES
A. Engineering and Administratuve Overhead
( 3% of A1 to A4 )
B. ROW/Site Acquisition
C. Materials to be Accomplished by Government
III. CONTINGENCIES RESERVES
A. Physical
(up to 5% of the Estimated Contract Cost )
B. Price Escalation
(up to 5% of the Estimated Contract Cost )
TOTAL ESTIMATED PROJECT COST #VALUE!
Prepared by : Approved by:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE, CPA
Municipal Engineer Municipal Mayor
230049.57
#VALUE!
Republic of the Philippines
Province of Leyte
MUNICIPALITY OF DULAG
REHABILITATION OF BARANGAY HALL
Brgy. Sungi, Dulag Leyte
VARIATION ORDER NO. 1
ORIGINAL BILL OF MATERIALS AND COST ESTIMATES VARIATION ORDER OF BILL OF MATERIALS AND COST ESTIMATES
NAME OF PROJECT
ITEM OF WORK QUANTITY UNITS UNIT COST TOTAL COST ITEM OF WORK QUANTITY UNITS UNIT COST TOTAL COST
I CANOPY 2.00 SETS 13,472.001 26,944.00 I CANOPY 2.00 SETS 11,548.655 23,097.31
II WINDOWS 9.00 SETS 15,919.5781 143,276.20 II WINDOWS 1.00 L.S. 153,380.32 153,380.32
REHABILITATION OF
BRGY. HALL, Brgy. Sungi, III PAINTING WORKS 344.00 SQ.M. 119.48 41,102.80 III PAINTING WORKS 344.00 SQ.M. 113.24177 38,955.17
Dulag Leyte (Variation IV HANDRAILS 1.00 SET 24,676.00 24,676.00 IV HANDRAIL 1.00 SET 20,557.15 20,557.15
Order # 1)
PROJECT COST 235,999.01 PROJECT COST 235,989.95
Prepared by: Approved:
ENGR. ALICIA A. KINTANA ATTY. MILDRED JOY P. QUE
Municipal Engineer Municipal Mayor
