Location : Junc. Gov. Alvarez to Junc. Pura Brillantes St. (ACP-La Purisima St.) length : 251.00 ln mts. Pipe Sizeb (O.D.): Scope of Work Pipe Size (I.D.):
1 Length of asphalt Cutting= 251.00 2 Length of concrete Cutting= 251.00 3 Asphalt Demo 143.07 4 Con Demo 117.97 5 Potholing 251.00 6 Pipeline Excavation 127.41
manual : output: 0.90cu.m./man-day Backhoe:
7 sand bedding 59.70 8 Item 200 40.70 9 Item 201 42.06
Hydrotesting 251.00 Volume: Php 4.43 cu.m. Chlorine : Php 0.23 kg. Output: 500lm.n./day
10 item 311: 200mm brgy rd 280mm national rd/City 117.97
11 item 302 Php 0.01
12 Item 310 100mm Thk 50mm Thk
13 Pipeline Fittings Hydrant Php - blow off Php -
14 Interconnection Works Draft Initial Intercon Plan
Pipe Size O.D. (m) I.D. (m) Length (m)LocationCorcuerra St. 150 0.17 0.15 251.00Gen. Vicente Alvarez St. 150 0.17 0.15 419.00P. Reyes St. 150 0.17 0.15 134.46Pettit Barracks St. 150 0.17 0.15 135.65S. Valderoza St. 200 0.22 0.20 251.00Sevilla St. 150 0.17 0.15 350.00Villalobos St. 150 0.17 0.15 309.00Zaragosa St. 150 0.17 0.15 327.24Rizal St. 150 0.17 0.15 255.00Veteranz Ave. 150 0.17 0.15 808.00
3240.35
LocationFor Concreting
OP/Day Qty Dur.
Corcuerra St. 11.20 1.08 0.10 2.00Gen. Vicente Alvarez St. 11.20 2.71 0.24 7.00P. Reyes St. 0.00 0.00 0.00 0.00Pettit Barracks St. 0.00 0.00 0.00 0.00S. Valderoza St. 0.00 0.00 0.00 0.00Sevilla St. 11.20 2.15 0.19 4.00Villalobos St. 11.20 2.71 0.24 5.00Zaragosa St. 11.20 0.51 0.05 1.00Rizal St. 0.00 0.00 0.00 0.00Veteranz Ave. 11.20 0.93 0.08 1.00
TOTAL 0.90
Drainage Crossing
Location
Corcuerra St. 8.00Gen. Vicente Alvarez St. 28.00P. Reyes St. 0.00Pettit Barracks St. 0.00S. Valderoza St. 0.00Sevilla St. 16.00Villalobos St. 20.00Zaragosa St. 4.00Rizal St. 0.00Veteranz Ave. 4.00
80.00
Materials Corcuerra
8.00 28.00
150mm D.I. Sleeve Type Flexible Coupling, (D.I.) 4.00 14.00Lumber, Good - 4 uses 75.60 189.70Plywood (1/2" x 4' x 8") - 4 uses 1.73 4.34Assorted CWN (1kg./100 bdft. Of Lumber) 0.76 1.90Cement 10.26 25.75Sand 0.54 1.36Gravel 1.08 2.71Tie Wire (2% of RSB) 8.74 25.16Reinforcing Steel Bar, Grade 40 436.95 1258.02
Corcuerra
no. of Drainage
150mm x 11.25 D.I. Bend, ISO-2531, Push-on Double Socket w/ Rubber Linings and Coatings in Accordance w/ Section
4.5.2 and 4.5 of ISO-2531 :2009
200mm x 11.25 D.I. Bend, ISO-2531, Push-on Double Socket w/ Rubber Linings and Coatings in Accordance w/ Section
4.5.2 and 4.5 of ISO-2531 :2009
Gen. Vicente Alvarez
150mm x 11.25 D.I. Bend, ISO-2531, Push-on Double Socket w/ Rubber Linings and Coatings in Accordance w/ Section 4.5.2 and 4.5 of ISO-2531 :
2009
Gen. Vicente Alvarez
Corcuerra
total area for demo 2.82 4.71 Asphalt cutting 0.15 - concrete cutting 0.15 0.25 asphalt demo 0.01 - concrete demo 0.01 0.01 excavation 1.34 2.23
Labor Qty construction foreman 1.00 light equipment operator 2.00 laborer 4.00
Equipment Qty concrete cutter 1.00 backhoe with pavement breaker 1.00 payloader 1.00 dump truck 2.00
Permit Fee
Location
Corcuerra St. 13.00 199.22 Gen. Vicente Alvarez St. 18.00 309.43 P. Reyes St. 6.00 100.70 Pettit Barracks St. 6.00 173.15 S. Valderoza St. 5.00 282.25 Sevilla St. 18.00 277.00 Villalobos St. 12.00 220.23 Zaragosa St. 19.00 272.55 Rizal St. 3.00 138.60 Veteranz Ave. 14.00 895.50
total 2,868.63
Transfer of Serviceline Location No. of serviceline
Corcuerra St. 17.00Gen. Vicente Alvarez St. 38.00P. Reyes St. 24.00Pettit Barracks St. 2.00S. Valderoza St. 12.00Sevilla St. 22.00Villalobos St. 17.00Zaragosa St. 13.00Rizal St. 11.00Veteranz Ave. 55.00
Valve Box
Gen. Vicente Alvarez
no of 2.5 x 2.5
Concrete Cutting/demolition and excavation
fee
Location No. of Valve Box (units)
Corcuerra St. 7.00 Gen. Vicente Alvarez St. 9.00 P. Reyes St. 1.00 Pettit Barracks St. 3.00 S. Valderoza St. 2.00 Sevilla St. 12.00 Villalobos St. 6.00 Zaragosa St. 11.00 Rizal St. 2.00 Veteranz Ave. 7.00
Inter-connection work Location Number of Assembly
Corcuerra St. 6 Gen. Vicente Alvarez St. 6 P. Reyes St. 3 Pettit Barracks St. 2 S. Valderoza St. 3 Sevilla St. 4 Villalobos St. 6 Zaragosa St. 4 Rizal St. 3 Veteranz Ave. 4
0.17 m 0.15
ln.m. note: x 1 ln.m. note: x 2 sq.m. sq.m. ln.m. cu.m.
cu.m. w/ 20% Shrinkage Factor cu.m. w/ 15% Shrinkage Factor cu.m. w/ 15% Shrinkage Factor ln.m.
sq.m. sq.m.
m.t. w/ 5% Wastage Factor
sq.m. sq.m.
Number of Bends qty at every 500, verify on existing site qty
Hydrotesting Asphalt H2O ( cu.m.) Chlorine (kg) 2" 4" 6" 8"4.43 0.23 26.80 34.30 0.00 0.007.40 0.39 0.00 0.00 0.00 0.002.37 0.12 0.00 0.00 0.00 0.002.40 0.13 0.00 0.00 0.00 0.007.88 0.41 0.00 0.00 251.00 0.006.18 0.32 0.00 0.00 0.00 0.005.46 0.29 0.00 14.20 0.00 0.005.78 0.30 0.00 0.00 14.84 0.004.50 0.24 0.00 138.00 0.00 0.0014.27 0.75 0.00 0.00 794.00 0.00
60.68 3.19 26.80 186.50 1059.84 0.00
For Concreting For Reinforcing Steel Bar
OP/Day Qty Dur.
4.90 1440.00 416.14 0.29 150.00 0.39 14.70 1440.00 1198.11 0.83 150.00 1.07 0.00 0.00 0.00 0.00 150.00 - 0.00 0.00 0.00 0.00 150.00 - 0.00 0.00 0.00 0.00 200.00 - 9.75 1440.00 803.14 0.56 150.00 0.75
12.25 1440.00 1002.62 0.70 150.00 0.94 2.30 1440.00 208.67 0.14 150.00 0.19 0.00 0.00 0.00 0.00 0.00 - 4.20 1440.00 360.28 0.25 150.00 0.33
TOTAL 2.77 3.67
Drainage Crossing
Cement
4.00 75.60 1.73 0.76 10.2614.00 189.70 4.34 1.90 25.75
0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.008.00 150.50 3.44 1.51 20.43
10.00 189.70 4.34 1.90 25.752.00 35.70 0.82 0.36 4.850.00 0.00 0.00 0.00 0.002.00 65.10 1.49 0.65 8.84
40.00 706.30 16.14 7.06 95.86
P. Reyes Pettit Barracks Sevilla Villalobos Zaragosa
0.00 0.00 0.00 16.00 20.00 4.00
0.00 0.00 0.00 8.00 10.00 2.000.00 0.00 0.00 150.50 189.70 35.700.00 0.00 0.00 3.44 4.34 0.820.00 0.00 0.00 1.51 1.90 0.360.00 0.00 0.00 20.43 25.75 4.850.00 0.00 0.00 1.08 1.36 0.260.00 0.00 0.00 2.15 2.71 0.510.00 0.00 0.00 16.87 21.06 4.380.00 0.00 0.00 843.30 1052.75 219.10
Final Staking PotholingPettit Barracks
Size of Pipeline
Total Duration
L of Drainage
150mm D.I. Sleeve Type Flexible Coupling, (D.I.)
Lumber, Good - 4
uses
Plywood (1/2" x 4' x 8") - 4 uses
Assorted CWN
(1kg./100 bdft. Of Lumber)
S. Valderoza
S. Valderoza
P. ReyesPettit Barracks
Sevilla Villalobos Zaragosa
1.51 1.53 2.82 3.94 3.48 3.68 - - 0.15 - 0.19 0.20 0.08 0.08 0.15 0.21 0.19 0.20 - - 0.01 - 0.01 0.01 0.00 0.00 0.01 0.01 0.01 0.01 0.72 0.72 1.34 1.87 1.65 1.74
S. Valderoza
6.161.1
4 188.9 218 29.12 218 244.8 26.84 244.8 250 5.2
asphalt data:
4 34.32 26.8
Php 61.10 total length of asphalt cutting Concrete Breaking
Trench Width Area 61.10 502.00 31.77 0.47 117.97 127.41 - 838.00 - 0.47 196.93 212.68 - 268.92 - 0.47 63.20 68.25 - 271.30 - 0.47 135.65 68.86 251.00 502.00 263.55 0.52 251.00 147.49 - 700.00 - 0.47 164.50 177.66 14.20 618.00 7.38 0.47 145.23 156.85 14.84 654.48 7.72 0.47 153.80 166.11 138.00 510.00 71.76 0.47 119.85 129.44 794.00 1,616.00 833.70 0.47 808.00 410.14 1,273.14 6,480.70 1,215.88 2156.13 1664.88
Asphalt Cutting Concrete Cutting Asphalt
Breaking excava
tion (cu.m.)
4.00
7.00
Drainage Crossing
Sand Gravel
0.54 1.08 8.74 436.951.36 2.71 25.16 1258.020.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.001.08 2.15 16.87 843.301.36 2.71 21.06 1052.750.26 0.51 4.38 219.100.00 0.00 0.00 0.000.47 0.93 7.57 378.295.05 10.09 83.77 4188.41
Rizal St. Veteranz Ave. total
0.00 4.00 80.000.00
0.00 2.00 40.000.00 65.10 706.300.00 1.49 16.140.00 0.65 7.060.00 8.84 95.860.00 0.47 5.050.00 0.93 10.090.00 7.57 83.770.00 378.29 4188.41
Tie Wire (2% of RSB)
Reinforcing Steel Bar, Grade 40
Veteranz Ave.
Rizal St. total
2.87 9.09 36.45 0.15 0.48 1.32 0.15 0.48 1.94 0.01 0.02 0.05 0.01 0.03 0.11 1.36 4.31 17.27
Veteranz Ave.
Php 376.40
total length of asphalt cutting
Item 201 302a 310 2" 310 4" 310 6" 310 8"
42.06 0.023 13.94 17.84 - - - 70.21 0.000 - - - - 1.00 22.53 0.000 - - - - - 22.73 0.000 - - - - - 46.53 0.194 - - 263.55 - 1.00 58.64 0.000 - - - - - 51.77 0.005 - 7.38 - - 1.00 54.83 0.006 - - 7.72 - - 42.73 0.053 - 71.76 - - 1.00
135.38 0.613 - - 833.70 - 2.00 547.41 0.894 13.94 96.98 1,104.97 -
Fire Hydrant
Hydrotesting Air Release Duration Gasoline (litres) 0.50 2.01 1.00 0.84 3.35 1.00 0.27 1.08 1.00 0.27 1.09 1.00 0.50 2.01 1.00 0.70 2.80 1.00 0.62 2.47 1.00 0.65 2.62 1.00 0.51 2.04 1.00 1.62 6.46 1.00
25.92 10.00
Blow-off Assembly
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
BREAKDOWN OF EXPENDITURES % OF TOTALI - ESTIMATED COST
A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . Err:5092. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Err:5093. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . . Err:5094. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . . Err:509
B. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . Err:5092. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Err:5093. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .4. Value Added Tax (5% of EDC, OCM and Profit) . . . . . Err:5095. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .
C. ENVIRONMENTAL COMPLIANCE AND PERMITS1. Concrete Cutting/Demolition & Excavation Fee Err:5092. DPWH Supervision Fee Err:5093. Environmental Compliance Certificate (ECC) Err:509
S U B - T O T A L (CONTRACT COST) Err:509
II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead (2.25%) Err:5092. 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 Err:509
III - CONTINGENCIES/RESERVED:1. Physical (up to 5% of the Estimated Contract Cost) . . . . . .2. Price Escalation (up to 12% of the Estimated Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .
S U B - T O T A L 0.00 TOTAL ESTIMATED PROJECT COST Err:509
PREPARED BY: CHECKED & SUBMITTED BY:
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
REX D. SALE JR. EDITO M. BAUTISTA JR.Senior Eng'r A (J.O.), CE Officer-In-Charge
DESIGN DIVISION DESIGN DIVISION
APPROVED BY: RECOMMENDING PROJECT IMPLEMENTATION:
MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSOOfficer-In-Charge AGM-Technical Services Group
ENGINEERING & CONSTRUCTION DEPARTMENT
APPROVED FOR PROJECT IMPLEMENTATION:
LEONARDO REY D. VASQUEZGeneral Manager
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
% OF TOTAL AMOUNT
Err:509 Err:509Err:509 Err:509Err:509 2,314,959.40 Err:509 Err:509
Err:509 Err:509Err:509 Err:509
Err:509 Err:509
Err:509 87,727.16Err:509 68,426.03Err:509 5,055.00Err:509 Err:509
Err:509 518,760.00
Err:509 518,760.00
0.00 0.00 Err:509 Err:509
CHECKED & SUBMITTED BY:
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
EDITO M. BAUTISTA JR.Officer-In-ChargeDESIGN DIVISION
RECOMMENDING PROJECT IMPLEMENTATION:
ARNULFO A. ALFONSOAGM-Technical Services Group
Page 25 of 489
Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
INDIVIDUAL PROGRAM OF WORK
PROJECT TITLE:
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
LOCATIONS: CORCUERRA ST. S. VALDEROSA ST. RIZAL ST.
GEN. VICENTE ALVAREZ ST. SEVILLA ST. VETERANZ AVE. P. REYES ST. VILLABOS ST.
PETTIT BARRACKS ST. ZARAGOSA ST. CITY: ZAMBOANGA CITY PROJECT CATEGORY:
PIPELAYING
PROJECT DESCRIPTION: LIMITS: Km.
LENGTH:
MININUM EQUIPMENT REQUIREDDescription No. Description No.
1 Concrete Vibrator 5Payloader (1.50 cu.m.), LX80-2C 1 Batching Plant (30 cu.m.) 1Dump Truck (10 cu.m.) 2 Concrete Screeder (5.5 Hp) 1Concrete Cutter 4 Asphalt Distributor 1Backhoe 1 Power Broom 1Ductile Iron Pipe-Cutter 1 Asphalt Paver (80 Hp) 1Water Pump 4 Pneumatic Roller (10 m.t.) 1Hydro Machine 1 Tandem Steel Roller (10.1 m.t.) 1Tamper Rammer Machine 1 Asphalt Batch Plant (60-80 TPH) 1Plate Compactor 2 One Bagger Mixer 5Water Truck (1000 gal.) 3 Welding Machine 5Transit Mixer (5 cu.m.) 4 Steel Ladder 2Bar Cutter 1 A-Frame 2Bar Bender 1
SUPPLY/LAYING OF 2989.35 LN.M. OF 150mm D.I. PIPELINESUPPLY/LAYING OF 251.00 LN.M. OF 200mm D.I. PIPELINE
Backhoe w/ Pavement Breaker (0.80 cu.m.)
Page 26 of 489
Cargo Truck/ Hauling Truck 1 ESTIMATED COST OF PROPOSED PROJECTS
ITEM NO. DESCRIPTION
SPL-1 MOBILIZATION/DEMOBILIZATION Err:509 SPL-2 CONSTRUCTION SAFETY & HEALTH PROGRAM Err:509 SPL-3 FINAL STAKING/LAYOUTING & POTHOLING Err:509 SPL-4 ASPHALT CUTTING Err:509 SPL-5 CONCRETE CUTTING Err:509
101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENT Err:509 101(4)a REMOVAL OF EXISTING CONCRETE PAVEMENT Err:509 SPL-6 PIPELINE EXCAVATION (MANUAL EXCAVATION) Err:509 SPL- LAYING OF 150mm G.I. PIPE, ASTM A53-90A HEAVY GAUGE, w/ STEEL FLANGE Err:509
Err:509
SPL-8 DRAINAGE CROSSING WITH CONCRETE ENCASEMENT (150mm D.I. PIPELINE) Err:509
% OF TOTAL
Page 27 of 489
SPL-9a HYDRO-TESTING & DISINFECTION WORKS (150mm D.I. PIPELINE) Err:509 SPL-9b HYDRO-TESTING & DISINFECTION WORKS (200mm D.I. PIPELINE) Err:509 SPL-10 VALVES/FITTINGS/INTER-CONNECTION WORKS Err:509 SPL-11 Err:509
SPL-12 TRANSFER OF INDIVIDUAL SERVICELINE CONNECTION Err:509 SPL-13 CONSTRUCTION OF CLUSTER CONNECTION (10 WATERMETER PER CLUSTER CON.) Err:509
SPL-14 CONSTRUCTION OF 1.00M X 1.50M CONCRETE VALVE BOX W/ PREFAB DI COVER
Err:509
201 AGGREGATE BASE COURSE Err:509200 AGGREGATE SUBBASE COURSE Err:509
311 (1)b PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK Err:509 302a BITUMINOUS TACK COAT (Emulsified Asphalt) Err:509
310(b) BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.) Err:509 310(b) BITUMINOUS CONCRETE SURFACE COURSE (100 mm. Thk.) Err:509 310(b) BITUMINOUS CONCRETE SURFACE COURSE (150 mm. Thk.) Err:509
PREPARED BY: CHECKED & SUBMITTED BY:
REX D. SALE JR.Senior Eng'r A (J.O.), CE
DESIGN DIVISION
APPROVED BY: RECOMMENDING PROJECT IMPLEMENTATION:
MARLI ACOSTA - DE FIESTAOfficer-In-Charge
ENGINEERING & CONSTRUCTION DEPARTMENT
APPROVED FOR PROJECT IMPLEMENTATION:
INSTALLATION OF SIX (6) UNITS - 150mm FIRE HYDRANT W/ 63mm HOSE PUMPER OUTLET TRANSFER OF TAPPING (DRY TYPE) WITH CONCRETE BARRICADE
Page 28 of 489
LEONARDO REY D. VASQUEZGeneral Manager
Page 29 of 489
Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
INDIVIDUAL PROGRAM OF WORK13-Jul-15
(Date)
APPROPRIATE: Err:509SOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:
CALENDAR DAYS TO COMPLETE: 330 C.D.
DESIRABLE STARTING DATE: UPON APPROVAL
CONTRACT / X / ADMINISTRATION / /
TECHNICAL PERSONNEL REQUIREDDescription No. Description No.
CONSTRUCTION FOREMAN 1SAFETY OFFICER 1LABORERS 44CARPENTER 2MASON 2PAINTER 1WELDER 1PIPEFITTER 4STEELMAN 1PLUMBER 4
SUPPLY/LAYING OF 2989.35 LN.M. OF 150mm D.I. PIPELINESUPPLY/LAYING OF 251.00 LN.M. OF 200mm D.I. PIPELINE
Page 30 of 489
ESTIMATED COST OF PROPOSED PROJECTS
UNIT QTY. DIRECT COSTTOTAL UNIT COSTLOT 1.00 Err:509 Err:509 Err:509LOT 1.00 88,545.59 88,545.59 92,972.87ln.m. 29354.17 35,606.61 1.21 1.49LN.M. 1273.14 51,465.41 40.42 49.66LN.M. 6480.70 336,931.59 51.99 63.87SQ.M. 1215.88 92,330.59 75.94 93.29SQ.M. 2156.13 245,595.22 113.91 139.93CU.M. 1664.88 576,415.49 346.22 425.33ln.m. 4500.00 10,370,768.88 2,304.62 2,831.22
Err:509 Err:509 Err:509 Err:509 Err:509
LN.M. 48.10 335,749.62 6,980.24 8,575.23
ADJUSTED UNIT
Page 31 of 489
LN.M. 2989.35 100,038.18 33.46 41.11LN.M. 251.00 11,214.05 44.68 54.89
ASSEMBLY 41.00 3,257,541.11 79,452.22 97,607.06UNITS 6.00 790,327.56 131,721.26 161,819.57
UNIT 211.00 1,744,015.81 8,265.48 10,154.14UNITS 2.00 166,262.03 83,131.02 102,126.45
UNIT 60.00 8,556,673.22 142,611.22 175,197.88
CU.M. 547.41 516,045.53 942.70 1,158.11CU.M. 529.75 469,095.72 885.50 1,087.84SQ.M. 2156.13 2,366,711.65 1,097.67 1,348.48M.T. 0.89 45,069.10 50,431.26 61,954.81
SQ.M. 13.94 7,711.80 553.37 679.82SQ.M. 96.98 107,326.75 1,106.69 1,359.57SQ.M. 1104.97 1,834,288.36 1,660.04 2,039.36
Total Direct Cost Err:509
CHECKED & SUBMITTED BY:
EDITO M. BAUTISTA JR.Officer-In-ChargeDESIGN DIVISION
RECOMMENDING PROJECT IMPLEMENTATION:
ARNULFO A. ALFONSOAGM-Technical Services Group
APPROVED FOR PROJECT IMPLEMENTATION:
Page 32 of 489
LEONARDO REY D. VASQUEZGeneral Manager
Page 33 of 489
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
Standard Form Number: SF-INFR-01 Revised on: July 28, 2004
APPROVED BUDGET FOR THE CONTRACT
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1) Zamboanga City
Length: 2,989.35 ln.m. of 150mm D.I. PIPELINE 251.0 ln.m. of 200mm D.I. PIPELINE
DESCRIPTION QUANTITY UNIT
MARK-UPS ITEM ESTIMATED IN PERCENT NO. DIRECT COST OCM PROFIT
(1) (2) (3) (4) (5) (6) (7)
FEES AND PERMITS 161,208.19 0% 0%SPL-1 MOBILIZATION/DEMOBILIZATION 1.00 LOT Err:509 0% 0%SPL-2 CONSTRUCTION SAFETY & HEALTH PROGRAM 1.00 LOT 88,545.59 0% 0%SPL-3 FINAL STAKING/LAYOUTING & POTHOLING 29,354.17 ln.m. 35,606.61 9% 8%SPL-4 ASPHALT CUTTING 1,273.14 LN.M. 51,465.41 9% 8%SPL-5 CONCRETE CUTTING 6,480.70 LN.M. 336,931.59 9% 8%
101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENT 1,215.88 SQ.M. 92,330.59 9% 8%
101(4)a REMOVAL OF EXISTING CONCRETE PAVEMENT 2,156.13 SQ.M. 245,595.22 9% 8%
SPL-6 PIPELINE EXCAVATION (MANUAL EXCAVATION) 1,664.88 CU.M. 576,415.49 9% 8%
Page 34 of 489
SPL- 4,500.00 ln.m. 10,370,768.88 9% 8%
9% 8%
SPL-8 48.10 LN.M. 335,749.62 9% 8%
SPL-9a 2,989.35 LN.M. 100,038.18 9% 8%
SPL-9b 251.00 LN.M. 11,214.05 9% 8%
SPL-10 VALVES/FITTINGS/INTER-CONNECTION WORKS 41.00 ASSEMBLY 3,257,541.11 9% 8%
SPL-11 6.00 UNITS 790,327.56 9% 8%
LAYING OF 150mm G.I. PIPE, ASTM A53-90A HEAVY GAUGE, w/ STEEL FLANGE
DRAINAGE CROSSING WITH CONCRETE ENCASEMENT (150mm D.I. PIPELINE) HYDRO-TESTING & DISINFECTION WORKS (150mm D.I. PIPELINE)
HYDRO-TESTING & DISINFECTION WORKS (200mm D.I. PIPELINE)
INSTALLATION OF SIX (6) UNITS - 150mm FIRE HYDRANT W/ 63mm HOSE PUMPER OUTLET TRANSFER OF TAPPING (DRY TYPE) WITH CONCRETE BARRICADE
Page 35 of 489
SPL-12 TRANSFER OF INDIVIDUAL SERVICELINE CONNECTION 211.00 UNIT 1,744,015.81 9% 8%
SPL-13 2.00 UNITS 166,262.03 9% 8%
SPL-14 60.00 UNIT 8,556,673.22 9% 8%
201 AGGREGATE BASE COURSE 547.41 CU.M. 516,045.53 9% 8%200 AGGREGATE SUBBASE COURSE 529.75 CU.M. 469,095.72 9% 8%
311 (1)b 2,156.13 SQ.M. 2,366,711.65 9% 8%
302a BITUMINOUS TACK COAT (Emulsified Asphalt) 0.89 M.T. 45,069.10 9% 8%
310(b) BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.) 13.94 SQ.M. 7,711.80 9% 8%
310(b) BITUMINOUS CONCRETE SURFACE COURSE (100 mm. Thk.) 96.98 SQ.M. 107,326.75 9% 8%
310(b) BITUMINOUS CONCRETE SURFACE COURSE (150 mm. Thk.) 1,104.97 SQ.M. 1,834,288.36 9% 8%
TOTAL Err:509
PREPARED BY:
REX D. SALE JR.Senior Eng'r A (J.O.), CE
DESIGN DIVISION
CONSTRUCTION OF CLUSTER CONNECTION (10 WATERMETER PER CLUSTER CON.)
CONSTRUCTION OF 1.00M X 1.50M CONCRETE VALVE BOX W/ PREFAB DI COVER
PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK
Page 36 of 489
APPROVED BY:
MARLI ACOSTA - DE FIESTAOfficer-In-Charge
ENGINEERING & CONSTRUCTION DEPARTMENT
APPROVED FOR PROJECT IMPLEMENTATION:
LEONARDO REY D. VASQUEZGeneral Manager
Page 37 of 489
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
Contract Reference Number Name of the Contract
Location of the Contract APPROVED BUDGET FOR THE CONTRACT
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1) Zamboanga City
Contract Duration: 330 Calendar Days
TOTAL MARK-UP VAT TOTAL COST TOTAL UNIT
% VALUE INDIRECT COST COST
(8) (9) (10) (11) (12) (13)(5)X(8) 5%((5)+(9)) (9)+(10) (5)+(11) (12)/(3)0% 0.00 0.00 0.00 161,208.19 0.000% Err:509 Err:509 Err:509 Err:509 Err:5090% 0.00 4,427.28 4,427.28 92,972.87 92,972.87
17% 6,053.12 2,082.99 8,136.11 43,742.72 1.4917% 8,749.12 3,010.73 11,759.85 63,225.26 49.6617% 57,278.37 19,710.50 76,988.87 413,920.46 63.8717% 15,696.20 5,401.34 21,097.54 113,428.13 93.29
17% 41,751.19 14,367.32 56,118.51 301,713.73 139.93
17% 97,990.63 33,720.31 131,710.94 708,126.43 425.33
Page 38 of 489
17% 1,763,030.71 606,689.98 2,369,720.69 12,740,489.57 2,831.22
17% #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
17% 57,077.44 19,641.35 76,718.79 412,468.41 8,575.23
17% 17,006.49 5,852.23 22,858.72 122,896.90 41.11
17% 1,906.39 656.02 2,562.41 13,776.46 54.89
17% 553,781.99 190,566.16 744,348.15 4,001,889.26 97,607.06
17% 134,355.69 46,234.16 180,589.85 970,917.41 161,819.57
Page 39 of 489
17% 296,482.69 102,024.93 398,507.62 2,142,523.43 10,154.14
17% 28,264.55 9,726.33 37,990.88 204,252.91 102,126.45
17% 1,454,634.45 500,565.38 1,955,199.83 10,511,873.05 175,197.88
17% 87,727.74 30,188.66 117,916.40 633,961.93 1,158.1117% 79,746.27 27,442.10 107,188.37 576,284.09 1,087.8417% 402,340.98 138,452.63 540,793.61 2,907,505.26 1,348.48
17% 7,661.75 2,636.54 10,298.29 55,367.39 61,954.81
17% 1,311.01 451.14 1,762.15 9,473.95 679.82
17% 18,245.55 6,278.62 24,524.17 131,850.92 1,359.57
17% 311,829.02 107,305.87 419,134.89 2,253,423.25 2,039.36
Err:509
CHECKED & SUBMITTED BY:
EDITO M. BAUTISTA JR.Officer-In-ChargeDESIGN DIVISION
Page 40 of 489
RECOMMENDING PROJECT IMPLEMENTATION:
ARNULFO A. ALFONSOAGM-Technical Services Group
GANTT CHART Project : MAINLINE REPLACEMENT PROGRAM (PACKAGE 1) Location : CORCUERRA ST. Total Estimated Project Cost : Err:509 Project Duration : FORTY (88) CALENDAR DAYS
Particulars
NON ENGINEERING BASIC COST - FEES AND PERMITS SPL-1 MOBILIZATION/DEMOBILIZATION SPL-2 CONSTRUCTION SAFETY & HEALTH PROGRAM SPL-3 FINAL STAKING/LAYOUTING & POTHOLING SPL-4 ASPHALT CUTTING SPL-5 CONCRETE CUTTING 101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENT 101(4)a REMOVAL OF EXISTING CONCRETE PAVEMENT SPL-6 PIPELINE EXCAVATION (MANUAL EXCAVATION) SPL- LAYING OF 150mm G.I. PIPE, ASTM A53-90A HEAVY GAUGE, w/ STEEL FLANGE Err:509 Err:509 SPL-8 DRAINAGE CROSSING WITH CONCRETE ENCASEMENT (150mm D.I. PIPELINE) SPL-9a HYDRO-TESTING & DISINFECTION WORKS (150mm D.I. PIPELINE) SPL-9b HYDRO-TESTING & DISINFECTION WORKS (200mm D.I. PIPELINE) SPL-10 VALVES/FITTINGS/INTER-CONNECTION WORKS SPL-11 INSTALLATION OF SIX (6) UNITS - 150mm FIRE HYDRANT W/ 63mm HOSE PUMPER OUTLET TRANSFER OF SPL-12 TRANSFER OF INDIVIDUAL SERVICELINE CONNECTION SPL-13 CONSTRUCTION OF CLUSTER CONNECTION (10 WATERMETER PER CLUSTER CON.) SPL-14 CONSTRUCTION OF 1.00M X 1.50M CONCRETE VALVE BOX W/ PREFAB DI COVER 201 AGGREGATE BASE COURSE
200 AGGREGATE SUBBASE COURSE 311 (1)b PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK 302a BITUMINOUS TACK COAT (Emulsified Asphalt) 310(b) BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.) 310(b) BITUMINOUS CONCRETE SURFACE COURSE (100 mm. Thk.) 310(b) BITUMINOUS CONCRETE SURFACE COURSE (150 mm. Thk.)
TOTAL CONTRACT COST CASH OUTLAY REQUIREMENT TARGETED COMPLETION THIS PERIOD COMMULATIVE COMPLETION TO DATE
Amounts % Perfected
Php 161,208.19 Err:509Err:509 Err:509
Php 92,972.87 Err:509 Php 43,742.72 Err:509 Php 63,225.26 Err:509 Php 413,920.46 Err:509 Php 113,428.13 Err:509 Php 301,713.73 Err:509 Php 708,126.43 Err:509 Php 12,740,489.57 Err:509
Err:509 Err:509 Php 412,468.41 Err:509 Php 122,896.90 Err:509 Php 13,776.45 Err:509 Php 4,001,889.26 Err:509 Php 970,917.40 Err:509 Php 2,142,523.41 Err:509 Php 204,252.90 Err:509 Php 10,511,873.05 Err:509 Php 633,961.93 Err:509
Php 576,284.09 Err:509 Php 2,907,505.26 Err:509 Php 55,367.39 Err:509 Php 9,473.94 Err:509 Php 131,850.92 Err:509 Php 2,253,423.25 Err:509
Err:509 Err:509
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
PROJECT LOCATION:
Item No./Description: SPL-1 MOBILIZATION/DEMOBILIZATIONUnit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT
Designation No. Person
A. LaborN/A
Sub-Total for A
Name and Capacity No. of Units
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = N/A
Name and Specifications Quantity
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
E. Mobilization/Demobilization
Estimated Direct Cost Mob./Demo (1.0% of E.D.C.)
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
Note: Per D.O. 22 series 2015, Mobilization/Demobilization should not exceed 1% of estimated Direct Cost
DETAILED UNIT PRICE ANALYSIS
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
No. Person No. of Days Daily Rate Amount
P -
No. of Units No. of Days Daily Rate Amount
P -
Quantity Unit Unit Cost Amount
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
Estimated Direct Cost Err:509 Mob./Demo (1.0% of E.D.C.) Err:509
P Err:509Err:509
0% per D.O. 22 s 2015 Err:5090% per D.O. 22 s 2015 Err:5095% per D.O. 22 s 2015 Err:509
Err:509Err:509
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
PROJECT LOCATION:
Item No./Description: FEES AND PERMITSUnit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT
Designation No. Person
A. LaborN/A
Sub-Total for A
Name and Capacity No. of Units
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = N/A
Name and Specifications Quantity
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
E. Feesa. Concrete Cutting/Demolition & Excavation Fee 1.00 b. DPWH Supervision Fee 1.00 c. Environmental Compliance Certificate (ECC) 1.00
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
No. Person No. of Days Daily Rate Amount
P
No. of Units No. of Days Daily Rate Amount
P
Quantity Unit Unit Cost Amount
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
1.00 lot 87,727.16 87,727.16 1.00 lot 68,426.03 68,426.03 1.00 lot 5,055.00 5,055.00
P 161,208.19 161,208.19
0% per D.O. 22 s 2015 - 0% per D.O. 22 s 2015 - 0% per D.O. 22 s 2015 -
161,208.19 161,208.19
Page 53 of 489
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
PROJECT LOCATION:
Item No./Description: SPL-2 CONSTRUCTION SAFETY & HEALTH PROGRAMUnit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT
Designation
A. Labora. Safety Officerb. Laborersc. Painterd. Carpenter
Sub-Total for A
Name and Capacity
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = N/A
Name and Specifications
E. Materials Project Signagea. 1.20m x 2.40m Tarpaulin (Project Signage) including Layout and Printingb. 100 pcs. - 2" x 2" x 10' Coco Lumberc. 120 pcs. - 2" x 3" x 10' Coco Lumberd. *12mm Thk x 1.20m x 2.40m Ordinary Plywoode. 3" C.W. Nailf. 4" C.W. Nailg. Polyethelyne Warning Tape, 3"W x 1000ft/roll
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
Page 54 of 489
A-Frame Barricade (20 units)a. 42 pcs. - 2"x 2"x 10' Coco Lumber b. *12mm Thk x 1.20m x 2.40m Ordinary Plywoodc. 3" C.W. Naild. 4" C.W. Naile. Gloss Latex Paint (Caterpillar Yellow)f. Gloss Latex Paint (Black)g. Baby Roller w/ Trayh. 2" Paint Brushi. 3" Paint Brushj. 3" Width Reflectorized Sticker
Page 55 of 489
Pole Barricade (20 units) a. 10 pcs. - 2" x 2" x 12' Coco Lumberb. 1-1/2" C.W. Nailc. Portland Cement d. Washed Sande. Gravel (G1)f. 3" Width Reflectorized Stickerg. Gloss Latex Paint (Caterpillar Yellow)h. Gloss Latex Paint (Black)
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
* ALL SIZES REFERRED HEREIN SHOULD MEAN COMMERCIALLY AVAILABLE MEASUREMENTS TOLERANCE OF 1mm
Page 56 of 489
DETAILED UNIT PRICE ANALYSIS
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
CONSTRUCTION SAFETY & HEALTH PROGRAM
LOT
Designation No. Person No. of Days Daily Rate Amount
1 6 524.00 3,144.00 2 6 317.00 3,804.00 1 6 366.00 2,196.00 1 6 366.00 2,196.00
Sub-Total for A P 11,340.00
Name and Capacity No. of Units No. of Days Daily Rate Amount
Sub-Total for B PTotal (A+B) 11,340.00
Name and Specifications Quantity Unit Unit Cost Amount
Project Signage1.20m x 2.40m Tarpaulin (Project Signage) including Layout and Printing 10.00 units 787.50 7,875.00
333.33 bd.ft. 20.00 6,667.00 600.00 bd.ft. 20.00 12,000.00
*12mm Thk x 1.20m x 2.40m Ordinary Plywood 20.00 shts. 950.00 19,000.00 10.00 kgs. 80.00 800.00 10.00 kgs. 80.00 800.00
Polyethelyne Warning Tape, 3"W x 1000ft/roll 10.63 rolls 1,400.00 14,879.69
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
Page 57 of 489
A-Frame Barricade (20 units)140.00 bd.ft. 20.00 2,800.00
*12mm Thk x 1.20m x 2.40m Ordinary Plywood 4.00 shts. 950.00 3,800.00 3.00 kgs. 80.00 240.00 3.00 kgs. 80.00 240.00 2.00 gals. 937.75 1,875.50 2.00 gals. 683.55 1,367.10 2.00 pcs. 85.00 170.00 2.00 pcs. 35.00 70.00 2.00 pcs. 65.00 130.00
20.00 ln.ft. 37.00 740.00
Page 58 of 489
Pole Barricade (20 units) 40.00 bd.ft. 20.00 800.00 1.00 kg. 80.00 80.00 2.00 bags 265.00 530.00 0.10 cu.m 1,000.00 100.00 0.25 cu.m 1,000.00 250.00
10.00 ln.ft. 37.00 370.00 1.00 gal. 937.75 937.75 1.00 gal. 683.55 683.55
Sub-Total for E P 77,205.59 88,545.59
0% per D.O. 22 s 2015 - 0% per D.O. 22 s 2015 - 5% per D.O. 22 s 2015 4,427.28
92,972.87 92,972.87
* ALL SIZES REFERRED HEREIN SHOULD MEAN COMMERCIALLY AVAILABLE MEASUREMENTS TOLERANCE
Page 59 of 489
DETAILED UNIT PRICE ANALYSIS
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
Amount
3,144.00 3,804.00 2,196.00 2,196.00
11,340.00
Amount
11,340.00
Amount
7,875.00 6,667.00 12,000.00 19,000.00 800.00 800.00 14,879.69
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST.,
Page 60 of 489
2,800.00 3,800.00 240.00 240.00 1,875.50 1,367.10 170.00 70.00 130.00 740.00
Page 61 of 489
800.00 80.00 530.00 100.00 250.00 370.00 937.75 683.55
77,205.59 88,545.59 - - 4,427.28 92,972.87 92,972.87
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: SPL- CLEARING AND GRUBBING WORKSUnit of Measurement: ln.m.Output per day: 2,295.00 ln.m./dayQuantity: 29,354.17 ln.m.
Designation No. Person
A. Labora. Construction Foreman 1b. Laborer 6
Sub-Total for A
Name and Capacity No. of Units
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 2,295.00 ln.m.
Name and Specifications Quantity
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
No. Person No. of Days Daily Rate Amount
1 12.79 524.00 6,702.22 6 12.79 317.00 24,327.51
P 31,029.72
No. of Units No. of Days Daily Rate Amount
P - 31,029.72
Quantity Unit Unit Cost Amount
P - 31,029.72
9% per D.O. 22 s 2015 2,792.67 8% per D.O. 22 s 2015 2,482.38 5% per D.O. 22 s 2015 1,815.24
38,120.01 1.30
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: SPL-3 FINAL STAKING/LAYOUTING & POTHOLINGUnit of Measurement: ln.m.Output per day: 2,000.00 ln.m./dayQuantity: 29,354.17 ln.m.
Designation No. Person
A. Labora. Construction Foreman 1b. Laborer 6
Sub-Total for A
Name and Capacity No. of Units
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 2,000.00 ln.m.
Name and Specifications Quantity
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Cost
k. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
No. of Days Daily Rate Amount
14.68 524.00 7,690.79 14.68 317.00 27,915.82
P 35,606.61
No. of Days Daily Rate Amount
P - 35,606.61
Unit Unit Cost Amount
P - 35,606.61
9% per D.O. 22 s 2015 3,204.59 8% per D.O. 22 s 2015 2,848.53 5% per D.O. 22 s 2015 2,082.99
43,742.72
1.49
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYItem No./Description: SPL-4 FINAL STAKING/LAY-OUTING/LINE AND GRADEUnit of Measurement: LN.M.Output per day: 363.10 LN.M./DAYQuantity: 726.20 LN.M.
Designation No. Person
A. Labora. Construction Foreman 1b. Laborers 1c. Skilled Worker 1
Sub-Total for A
Name and Capacity No. of Units
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 363.10 LN.M./DAY
Name and Specifications Quantity
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
No. Person No. of Days Daily Rate Amount
1 2 524.00 1,048.00 1 2 317.00 634.00 1 2 366.00 732.00
P 2,414.00
No. of Units No. of Days Daily Rate Amount
P 2,414.00
Quantity Unit Unit Cost Amount
P 2,414.00
6% per D.O. 29 s 2011 144.84 8% per D.O. 29 s 2011 193.12
12% per D.O. 29 s 2011 330.24 3,082.20 4.24
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA STItem No./Description: HAULING OF MATERIALS (Sand)Unit of Measurement: CU.M.Output per day: 24.00 CU.M./DAYQuantity: Err:509 CU.M.
Designation
A. Labora. Laborers
Sub-Total for A
Name and Capacity
B. Equipmenta. Dump Truck (3 cu.m.)Minor Tools (10%)
Sub-Total for BC. Total (A+B)D. Output per day = 24.00 CU.M./DAY
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST
No. Person No. of Days Daily Rate Amount
8 Err:509 317.00 Err:509
P Err:509
No. of Units No. of Days Daily Rate Amount
2 Err:509 10,816.00 Err:509Err:509
P Err:509Err:509
Quantity Unit Unit Cost Amount
PErr:509
6% per D.O. 29 s 2011 Err:5090% per D.O. 29 s 2011 Err:5090% per D.O. 29 s 2011 Err:509
Err:509Err:509
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYItem No./Description: HAULING OF MATERIALS (Item 200)Unit of Measurement: CU.M.Output per day: 24.00 CU.M./DAYQuantity: 0.09 CU.M.
Designation
A. Labora. Laborers
Sub-Total for A
Name and Capacity
B. Equipmenta. Dump Truck (3 cu.m.)Minor Tools (10%)
Sub-Total for BC. Total (A+B)D. Output per day = 24.00 CU.M./DAY
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
No. Person No. of Days Daily Rate Amount
8 0 317.00 9.99
P 9.99
No. of Units No. of Days Daily Rate Amount
2 0 10,816.00 85.25 1.00
P 86.25 96.24
Quantity Unit Unit Cost Amount
P 96.24
6% per D.O. 29 s 2011 5.77 0% per D.O. 29 s 2011 - 0% per D.O. 29 s 2011 -
102.02 1,078.63
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYItem No./Description: HAULING OF MATERIALS (Item 201)Unit of Measurement: CU.M.Output per day: 24.00 CU.M./DAYQuantity: 0.100 CU.M.
Designation
A. Labora. Laborers
Sub-Total for A
Name and Capacity
B. Equipmenta. Dump Truck (3 cu.m.)Minor Tools (10%)
Sub-Total for BC. Total (A+B)D. Output per day = 24.00 CU.M./DAY
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
No. Person No. of Days Daily Rate Amount
8 0 317.00 10.58
P 10.58
No. of Units No. of Days Daily Rate Amount
2 0 10,816.00 90.28 1.00
P 91.28 101.86
Quantity Unit Unit Cost Amount
P 101.86
6% per D.O. 29 s 2011 6.11 0% per D.O. 29 s 2011 - 0% per D.O. 29 s 2011 -
107.98 1,078.00
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYItem No./Description: HAULING OF MATERIALS (PVC Pipes, Valves, Fittings and Accessories)Unit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT
Designation
A. Labora. Laborers
Sub-Total for A
Name and Capacity
B. Equipmenta. Boom TruckMinor Tools (10%)
Sub-Total for BC. Total (A+B)D. Output per day = N/A
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYHAULING OF MATERIALS (PVC Pipes, Valves, Fittings and Accessories)
No. Person No. of Days Daily Rate Amount
8 2 317.00 5,072.00
P 5,072.00
No. of Units No. of Days Daily Rate Amount
1 2 7,698.00 15,396.00 507.00
P 15,903.00 20,975.00
Quantity Unit Unit Cost Amount
P 20,975.00
6% per D.O. 29 s 2011 1,258.50 0% per D.O. 29 s 2011 - 0% per D.O. 29 s 2011 -
22,233.50 22,233.50
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYItem No./Description: HAULING OF MATERIALS (Cement, Sand and Gravel for Restoration)Unit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT
Designation
A. Labora. Laborers
Sub-Total for A
Name and Capacity
B. Equipmenta. Dump Truck (3 cu.m.)Minor Tools (10%)
Sub-Total for BC. Total (A+B)D. Output per day = N/A
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYHAULING OF MATERIALS (Cement, Sand and Gravel for Restoration)
No. Person No. of Days Daily Rate Amount
8 12 317.00 30,432.00
P 30,432.00
No. of Units No. of Days Daily Rate Amount
2 12 10,816.00 259,584.00 3,043.00
P 262,627.00 293,059.00
Quantity Unit Unit Cost Amount
P 293,059.00
6% per D.O. 29 s 2011 17,583.54 0% per D.O. 29 s 2011 - 0% per D.O. 29 s 2011 -
310,642.54 310,642.54
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITYItem No./Description: SPL-5 POTHOLINGUnit of Measurement: CU.M.Output per day: 5.40 CU.M./DAYQuantity: 3.21 CU.M.
Designation No. Person
A. Labora. Construction Foreman 1b. Laborers 6c. Skilled Worker 1
Sub-Total for A
Name and Capacity No. of Units
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 5.40 CU.M./DAY
Name and Specifications Quantity
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)
CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY
No. Person No. of Days Daily Rate Amount
1 0.59 524.00 311.49 6 0.59 317.00 1,130.63 1 0.59 366.00 217.57
P 1,659.69
No. of Units No. of Days Daily Rate Amount
P 1,659.69
Quantity Unit Unit Cost Amount
P 1,659.69
6% per D.O. 29 s 2011 99.58 8% per D.O. 29 s 2011 132.78
12% per D.O. 29 s 2011 227.05 2,119.09 660.15
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: SPL-Unit of Measurement: lotOutput per day: ln.m./dayQuantity: 1.00 lot
Designation No. Person
A. Labora. Construction Foreman 1b. Laborer 12
Sub-Total for A
Name and Capacity No. of Units
B. Equipmenta. Boom Truck 2b. Mini Dumptruck 4
Sub-Total for BC. Total (A+B)D. Output per day =
Name and Specifications Quantity
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)
HAULING OF MATERIALS (from property to annex ZCWD - Cabonegro)
J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
No. Person No. of Days Daily Rate Amount
1 62.00 524.00 32,488.00 12 62.00 317.00 235,848.00
P 268,336.00
No. of Units No. of Days Daily Rate Amount
2 62 7,697.60 954,502.40 4 28 8,816.00 987,392.00
P 1,941,894.40 2,210,230.40
Quantity Unit Unit Cost Amount
P - 2,210,230.40
9% per D.O. 22 s 2015 198,920.74 8% per D.O. 22 s 2015 176,818.43 5% per D.O. 22 s 2015 129,298.48
(from property to annex ZCWD - Cabonegro)
2,715,268.05 2,715,268.05
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: SPL-Unit of Measurement: ln.m.Output per day: 77.68 ln.m./dayQuantity: 7,380.00 ln.m.
Designation No. Person
A. Labora. Construction Foreman 1b. Laborer 120
Sub-Total for A
Name and Capacity No. of Units
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day =
Name and Specifications Quantity
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
HAULING OF MATERIALS (from annex ZCWD - Cabonegro to water source)
DETAILED UNIT PRICE ANALYSIS
No. Person No. of Days Daily Rate Amount
1 95.00 524.00 49,780.00 120 95.00 317.00 3,613,800.00
P 3,663,580.00
No. of Units No. of Days Daily Rate Amount
P - 3,663,580.00
Quantity Unit Unit Cost Amount
P - 3,663,580.00
9% per D.O. 22 s 2015 329,722.20 8% per D.O. 22 s 2015 293,086.40 5% per D.O. 22 s 2015 214,319.43
4,500,708.03 609.85
(from annex ZCWD - Cabonegro to water source)
738095
77.6842105263
Page 103 of 489
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: SPL-Unit of Measurement: ln.m.Output per day: 47.37 ln.m./dayQuantity: 4,500.00 ln.m.
Designation No. Person
A. Labora. Construction Foreman 1b. Pipefitter 2c. Welder 1d. Laborer 26
Sub-Total for A
Name and Capacity No. of Units
B. Equipmenta. Generator Set/ Welding Machine, w/ complete accessories w/ fuel 1
b. Angle Grinder 1c. Chain Block 2
Sub-Total for BC. Total (A+B)D. Output per day = 47.37 ln.m./day
Name and Specifications Quantity
E. Materialsa. 751
b. 3120
LAYING OF 150mm G.I. PIPE, ASTM A53-90A HEAVY GAUGE, w/ STEEL FLANGE
150mm. x 6.00m. G.I. Pipe, ASTM-90A Heavy Gauge, w/ Steel Flange in
accordance to AWWA C207 Class E, Welded on Both Side19mm. x 88mm. Stainless Steel Hex. Head Bolt w/ Nut & Washers
Page 104 of 489
c. 6mm. Thk. Rubber Gasket 1560d. 6011 Welding Rod 21
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
Page 105 of 489
DETAILED UNIT PRICE ANALYSIS
No. Person No. of Days Daily Rate Amount
1 95 524.00 49,780.00 2 95 341.00 64,790.00 1 95 366.00 34,770.00
26 95 317.00 782,990.00
P 932,330.00
No. of Units No. of Days Daily Rate Amount
1 22 3,128.00 68,816.00
1 22 603.04 13,266.88 2 95 300.00 57,000.00
P 139,082.88 1,071,412.88
Quantity Unit Unit Cost Amount
751 pcs. 11,695.00 8,782,945.00
3120 pcs. 125.00 390,000.00
G.I. PIPE, ASTM A53-90A HEAVY GAUGE, w/ STEEL FLANGE
Page 106 of 489
1560 kgs. 79.00 123,240.00 21 kgs. 151.00 3,171.00
P 9,299,356.00 10,370,768.88
9% per D.O. 22 s 2015 933,369.20 8% per D.O. 22 s 2015 829,661.51 5% per D.O. 22 s 2015 606,689.98
12,740,489.57 2,831.22
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: 103(1)aUnit of Measurement: cu.m.Output per day: 160.00 cu.m./dayQuantity: 248.00 cu.m.
Designation
A. Labora. Construction Foremanb. Laborerc. Laborer (substitute for dump truck and backhoe)
Sub-Total for A
Name and Capacity
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 160.00
Name and Specifications
E. Materialsa.b.c. 6mm. Thk. Rubber Gasketd. 6011 Welding Rod
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Cost
STRUCTURE EXCAVATION (Common Soil)
150mm. x 6.00m. G.I. Pipe, ASTM-90A Heavy Gauge, w/ Steel Flange in accordance to AWWA C207 Class E, Welded on Both Side19mm. x 88mm. Stainless Steel Hex. Head Bolt w/ Nut & Washers
k. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
cu.m./daycu.m.
Designation No. Person No. of Days Daily Rate Amount
1 1.55 524.00 812.20 3 1.55 317.00 1,474.05
Laborer (substitute for dump truck and backhoe) 69 1.55 317.00 33,903.15
Sub-Total for A P 36,189.40
Name and Capacity No. of Units No. of Days Daily Rate Amount
Sub-Total for B P - Total (A+B) 36,189.40
cu.m./day
Name and Specifications Quantity Unit Unit Cost Amount
751 pcs. 11,695.00 8,782,945.00 3120 pcs. 125.00 390,000.00
6mm. Thk. Rubber Gasket 1560 kgs. 79.00 123,240.00 6011 Welding Rod 21 kgs. 151.00 3,171.00
Sub-Total for E P 9,299,356.00 9,335,545.40
9% per D.O. 22 s 2015 840,199.09 8% per D.O. 22 s 2015 746,843.63 5% per D.O. 22 s 2015 546,129.41
11,468,717.53
STRUCTURE EXCAVATION (Common Soil)
x 6.00m. G.I. Pipe, ASTM-90A Heavy Gauge, w/ Steel Flange in accordance to AWWA C207 Class E, Welded on Both Side x 88mm. Stainless Steel Hex. Head Bolt w/ Nut & Washers
46,244.83
DETAILED UNIT PRICE ANALYSIS
47.3684210526
Amount
812.20 1,474.05 33,903.15
36,189.40
Amount
dumptruck 2 10,816.00 backhoe 1 12,296.00
- 36,189.40
Amount
8,782,945.00 390,000.00 123,240.00 3,171.00
9,299,356.00 9299356 9,335,545.40 840,199.09 746,843.63 546,129.41 11,468,717.53
46,244.83
21,632.00 12,296.00 33,928.00
563.2570.40625
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: 405Construction of Concrete Pipe Support
Unit of Measurement: cu.m.Output per day: 11.20 cu.m./dayQuantity: 177.00 cu.m.
Designation
A. Labora. Construction Foremanb. Masonc. Laborerd. Laborer (substitute for one bagger mixer & water truck)
Installation of Formworksa. Carpentersb. Laborer
Sub-Total for A
Name and Capacity
B. Equipmenta. Concrete Vibrator
Sub-Total for BC. Total (A+B)D. Output per day = 11.20 cu.m./day
Name and Specifications
E. Materialsa. Portland Cementb. Washed Sandc. Gravel (G-3/4)
STRUCTURAL CONCRETE CLASS A (Minor Structure)
d. 12mm. Thk x 1.20m x 2.40m Ordinary Plywood (4 uses)e. 2" x 3" x 10' Coco Lumber (4 uses)f. 2" x 4" x 10' Coco Lumber (4 uses)g. 2" C.W. Nailh. 4" C.w. Nail
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
Construction of Concrete Pipe Support
No. Person No. of Days Daily Rate Amount
1 16 524.00 8,384.00 4 16 366.00 23,424.00 8 16 317.00 40,576.00 5 16 317.00 25,360.00
2 16 366.00 11,712.00 4 16 317.00 20,288.00
P 129,744.00
No. of Units No. of Days Daily Rate Amount
1 16 972.00 15,552.00
P 15,552.00 145,296.00
Quantity Unit Unit Cost Amount
1,730 bags 280.00 484,400.00 94 cu.m. 900.00 84,600.00
124 cu.m. 900.00 111,600.00
STRUCTURAL CONCRETE CLASS A (Minor Structure)
47 shts. 850.00 39,950.00 1,875 bd.ft. 20.00 37,500.00 1,667 bd.ft. 20.00 33,340.00
47 kgs. 53.00 2,491.00 100 kgs. 86.00 8,600.00
P 802,481.00 947,777.00
9% per D.O. 22 s 2015 85,299.93 8% per D.O. 22 s 2015 75,822.16 5% per D.O. 22 s 2015 55,444.95
1,164,344.04 6,578.21
47.3684210526
1,376.00 16 22,016.00 1,065.00 1.12 1,192.80
23,208.80
8024811297.5
162.1875
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
PROJECT LOCATION:
Item No./Description: 404(2)Unit of Measurement: kg.Output per day: 1,440.00 kg./dayQuantity: 25,083.50 kg.
Designation
A. Labora. Construction Foremanb. Steelmanc. Laborer
Sub-Total for A
Name and Capacity
B. Equipmenta. Bar Cutterb. Bar Benderc. Cargo Truck (10T, 270Hp)
Sub-Total for BC. Total (A+B)D. Output per day = 1,440.00
Name and Specifications
E. Materialsa.b.c. #16 G.I. Tie-wire
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
REINFORCING STEEL BAR, GRADE 40 (Minor Structures)
12mm. x 6.00m. Def. Reinforcing Steel Bar10mm. x 6.00m. Def. Reinforcing Steel Bar
DETAILED UNIT PRICE ANALYSIS
kg./daykg.
Designation No. Person No. of Days Daily Rate Amount
1 17.42 524.00 9,127.61 2 17.42 366.00 12,750.78 8 17.42 317.00 44,174.83
Sub-Total for A P 66,053.22
Name and Capacity No. of Units No. of Days Daily Rate Amount
Bar Cutter 1 9 1,758.00 15,822.00 Bar Bender 1 9 2,812.00 25,308.00 Cargo Truck (10T, 270Hp) 1 3 8,816.00 26,448.00
Sub-Total for B P 67,578.00 Total (A+B) 133,631.22
kg./day
Name and Specifications Quantity Unit Unit Cost Amount
13,058.50 kgs. 43.152 563,500.39 12,025 kgs. 43.2432 519,999.96
#16 G.I. Tie-wire 823 kgs. 70.00 57,610.00
Sub-Total for E P 1,141,110.35 1,274,741.57
9% per D.O. 22 s 2015 114,726.74 8% per D.O. 22 s 2015 101,979.33 5% per D.O. 22 s 2015 74,572.38
1,566,020.02 62.43
REINFORCING STEEL BAR, GRADE 40 (Minor Structures)
x 6.00m. Def. Reinforcing Steel Bar x 6.00m. Def. Reinforcing Steel Bar
DETAILED UNIT PRICE ANALYSIS
Amount
9,127.61 12,750.78 44,174.83
66,053.22
Amount
dumptruck 2 10,816.00 15,822.00 backhoe 1 12,296.00 25,308.00 26,448.00
67,578.00 133,631.22
Amount
563,500.39 2,450.00 5.33 13,058.50 519,999.96 3,250.00 3.7 12,025.00 57,610.00
1,141,110.35 1141110.353 1,274,741.57 114,726.74 101,979.33 74,572.38 1,566,020.02 62.43
21,632.00 12,296.00 33,928.00
43.1519699812 563,500.00 43.2432432432 520,000.00
9793.8751224.234375
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City
Item No./Description: 103(1)aUnit of Measurement: cu.m.Output per day: 160.00 cu.m./dayQuantity: 6.60 cu.m.
Designation
A. Labora. Construction Foremanb. Laborerc. Laborer (substitute for dump truck and backhoe)
Sub-Total for A
Name and Capacity
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 160.00
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Cost
STRUCTURE EXCAVATION (Common Soil)
k. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
Cahumban, Brgy. Tolosa, Zamboanga City
cu.m./daycu.m.
Designation No. Person No. of Days Daily Rate Amount
1 0.04 524.00 20.96 3 0.04 317.00 38.04
Laborer (substitute for dump truck and backhoe) 267 0.04 317.00 3,385.56
Sub-Total for A P 3,444.56
Name and Capacity No. of Units No. of Days Daily Rate Amount
Sub-Total for B P - Total (A+B) 3,444.56
cu.m./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-Total for E P - 3,444.56
9% per D.O. 22 s 2015 310.01 8% per D.O. 22 s 2015 275.56 5% per D.O. 22 s 2015 201.51
4,231.64
STRUCTURE EXCAVATION (Common Soil)
641.16
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
Cahumban, Brgy. Tolosa, Zamboanga City
47.3684210526
Amount 3 cu.m.3.6 cu.m.6.6 cu.m.
20.96 38.04 3,385.56
3,444.56
Amount
dumptruck 2 10,816.00 backhoe 1 12,296.00
0.1
- 3,444.56
Amount
- 0 3,444.56 310.01 275.56 201.51 4,231.64
641.16
2,163.20 8 1,229.60 8 3,392.80
00
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City
Item No./Description: 405Unit of Measurement: cu.m.Output per day: 11.20 cu.m./dayQuantity: 2.50 cu.m.
Designation
A. Labora. Construction Foremanb. Masonc. Laborerd. Laborer (substitute for one bagger mixer & water truck)
Installation of Formworksa. Carpentersb. Laborer
Sub-Total for A
Name and Capacity
B. Equipmenta. Concrete Vibrator
Sub-Total for BC. Total (A+B)D. Output per day = 11.20
Name and Specifications
E. Materialsa. Portland Cementb. Washed Sandc. Gravel (G-3/4)d. 12mm. Thk x 1.20m x 2.40m Ordinary Plywood (4 uses)e. 2" x 3" x 10' Coco Lumber (4 uses)f. 2" x 4" x 10' Coco Lumber (4 uses)g. 2" C.W. Nail
STRUCTURAL CONCRETE CLASS A (Minor Structure)
h. 4" C.w. Nail
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
Cahumban, Brgy. Tolosa, Zamboanga City
cu.m./daycu.m.
Designation No. Person No. of Days Daily Rate Amount
1 0.22 524.00 115.28 4 0.22 366.00 322.08 8 0.22 317.00 557.92
Laborer (substitute for one bagger mixer & water truck) 56 0.22 317.00 3,905.44
2 0.22 366.00 161.04 4 0.22 317.00 278.96
Sub-Total for A P 5,340.72
Name and Capacity No. of Units No. of Days Daily Rate Amount
Concrete Vibrator 1 0.22 972.00 213.84
Sub-Total for B P 213.84 Total (A+B) 5,554.56
cu.m./day
Name and Specifications Quantity Unit Unit Cost Amount
Portland Cement 25 bags 280.00 7,000.00 Washed Sand 1.50 cu.m. 900.00 1,350.00 Gravel (G-3/4) 2 cu.m. 900.00 1,800.00 12mm. Thk x 1.20m x 2.40m Ordinary Plywood (4 uses) 2 shts. 850.00 1,700.00 2" x 3" x 10' Coco Lumber (4 uses) 50 bd.ft. 20.00 1,000.00 2" x 4" x 10' Coco Lumber (4 uses) 80 bd.ft. 20.00 1,600.00 2" C.W. Nail 2 kgs. 53.00 106.00
STRUCTURAL CONCRETE CLASS A (Minor Structure)
4" C.w. Nail 5 kgs. 86.00 430.00
Sub-Total for E P 14,986.00 20,540.56
9% per D.O. 22 s 2015 1,848.65 8% per D.O. 22 s 2015 1,643.24 5% per D.O. 22 s 2015 1,201.62
25,234.07 10,093.63
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
Cahumban, Brgy. Tolosa, Zamboanga City
47.3684210526
Amount
115.28 322.08 557.92 3,905.44 1,376.00 2 2,752.00
1,065.00 1.12 1,192.80 3,944.80
161.04 278.96
5,340.72
Amount
213.84
213.84 5,554.56
Amount
7,000.00 1,350.00 1,800.00 1,700.00 1,000.00 50 1,600.00 80 106.00
430.00
14,986.00 14986 20,540.56 1,848.65 1,643.24 1,201.62 25,234.07 10,093.63
18.752.34375
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City
Item No./Description: 404(2)Unit of Measurement: kg.Output per day: 1,440.00 kg./dayQuantity: 191.64 kg.
Designation
A. Labora. Construction Foremanb. Steelmanc. Laborer
Sub-Total for A
Name and Capacity
B. Equipmenta. Bar Cutterb. Bar Benderc. Cargo Truck (10T, 270Hp)
Sub-Total for BC. Total (A+B)D. Output per day = 1,440.00
Name and Specifications
E. Materialsa.b.c. #16 G.I. Tie-wire
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Cost
REINFORCING STEEL BAR, GRADE 40 (Minor Structures)
16mm. x 6.00m. Def. Reinforcing Steel Bar10mm. x 6.00m. Def. Reinforcing Steel Bar
k. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
Cahumban, Brgy. Tolosa, Zamboanga City
kg./daykg.
Designation No. Person No. of Days Daily Rate Amount
1 0.13 524.00 69.74 2 0.13 366.00 97.42 8 0.13 317.00 337.50
Sub-Total for A P 504.65
Name and Capacity No. of Units No. of Days Daily Rate Amount
Bar Cutter 1 0.13 1,758.00 233.96 Bar Bender 1 0.13 2,812.00 374.23 Cargo Truck (10T, 270Hp) 1 0.02 8,816.00 176.32
Sub-Total for B P 784.51 Total (A+B) 1,289.16
kg./day
Name and Specifications Quantity Unit Unit Cost Amount
132.44 kgs. 42.60 5,641.94 59.20 kgs. 42.70 2,527.84
#16 G.I. Tie-wire 6 kgs. 70.00 420.00
Sub-Total for E P 8,589.78 9,878.95
9% per D.O. 22 s 2015 889.11 8% per D.O. 22 s 2015 790.32 5% per D.O. 22 s 2015 577.92
12,136.30
REINFORCING STEEL BAR, GRADE 40 (Minor Structures)
x 6.00m. Def. Reinforcing Steel Bar x 6.00m. Def. Reinforcing Steel Bar
63.33
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
Cahumban, Brgy. Tolosa, Zamboanga City
Amount
69.74 97.42 337.50
504.65
Amount
dumptruck 2 10,816.00 233.96 backhoe 1 12,296.00 374.23 176.32
784.51 1,289.16
Amount
5,641.94 2,450.00 5.33 13,058.50 2,527.84 3,250.00 3.7 12,025.00 420.00
8,589.78 8589.784 9,878.95 889.11 790.32 577.92 12,136.30
63.33
21,632.00 12,296.00 33,928.00
43.1519699812 563,500.00 43.2432432432 520,000.00
99.3312.41625
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City
Item No./Description: SPL-1 Cable WorksUnit of Measurement: ln.m.Output per day: 10.00 ln.m./dayQuantity: 20.00 ln.m.
Designation
A. Labora. Construction Foremanb. Laborer
Sub-Total for A
Name and Capacity
B. Equipmenta. Chain Blockb. Wire Rope Grip/ Pull Lifting Machines (Winch)c. Generator Set/ Welding Machine w/ complete accessories (w/fuel)
d. Angle GrinderSub-Total for B
C. Total (A+B)D. Output per day = 10.00 ln.m./day
Name and Specifications
E. Materialsa. 16mm. x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Ropeb. 10mm. x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Ropec. 16mm. x 200mm. M.S. Anchor Bolt w/ Nut & Washersd. 12mm. x 38mm. Stainless Steel Bolt w/ Nut & Washere. 6mm. thk. x 50mm. x 6.00m. M.S. Flat Barf. 10mm. G.I. Wire Rope Clip, Heavy Dutyg. 16mm. G.I. Extra Heavy Wire Rope Thimbles
h. 16mm. G.I. Wire Rope Clip, Heavy Dutyi. 25mm. x 200mm. G.I. Turnbuckle (Hook & Eye)j 10mm. x 6.00m. Plain Round Bark 19mm. x 6.00m. Plain Round Barl. 4" Grinding Disc
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing
Cahumban, Brgy. Tolosa, Zamboanga City
No. Person No. of Days Daily Rate Amount
1 2.00 524.00 1,048.00 8 2.00 317.00 5,072.00
P 6,120.00
No. of Units No. of Days Daily Rate Amount
2 2 300.00 1,200.00 2 1 1,500.00 3,000.00 1 2 3,440.00 6,880.00
1 2 300.00 600.00 P 11,680.00
17,800.00
Quantity Unit Unit Cost Amount
20 ln.mtrs. 316.00 6,320.00 10 ln.mtrs. 241.00 2,410.00 6 pcs. 190.00 1,140.00 12 pcs. 38.00 456.00 1 pc. 865.00 865.00 24 pcs. 13.00 312.00 2 pcs. 28.00 56.00
6 pcs. 29.00 174.00 2 pcs. 374.00 748.00 1 pc. 210.00 210.00 1 pc. 641.00 641.00 2 pcs. 140.00 280.00
P 13,612.00 31,412.00
9% per D.O. 22 s 2015 2,827.08 8% per D.O. 22 s 2015 2,512.96 5% per D.O. 22 s 2015 1,837.60
38,589.64 1,929.48
47.3684210526
dumptruck 2 10,816.00 2,163.20 backhoe 1 12,296.00 1,229.60
3,392.80
0.1
1361215
1.875
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure
PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City
Item No./Description: SPL-1 CLEARING AND GRUBBINGUnit of Measurement: sq.m.Output per day: 100.00 sq.m./dayQuantity: 489.00 sq.m.
Designation
A. Labora. Construction Foremanb. Laborer
Sub-Total for A
Name and Capacity
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 100.00 sq.m./day
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)
J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure
Cahumban, Brgy. Tolosa, Zamboanga City
No. Person No. of Days Daily Rate Amount
1 4.89 524.00 2,562.36 34 4.89 366.00 60,851.16
P 63,413.52
No. of Units No. of Days Daily Rate Amount
P - 63,413.52
Quantity Unit Unit Cost Amount
P - 63,413.52
9% per D.O. 22 s 2015 5,707.22 8% per D.O. 22 s 2015 5,073.08 5% per D.O. 22 s 2015 3,709.69
77,903.51 159.31
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure
PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City
Item No./Description: 103(1)aUnit of Measurement: cu.m.Output per day: 160.00 cu.m./dayQuantity: 14.02 cu.m.
Designation
A. Labora. Construction Foremanb. Laborerc. Laborer (substitute for dump truck and backhoe)
Sub-Total for A
Name and Capacity
B. EquipmentN/A
Sub-Total for BC. Total (A+B)D. Output per day = 160.00 cu.m./day
Name and Specifications
E. MaterialsN/A
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & Miscellaneous
STRUCTURE EXCAVATION (Common Soil)
H. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure
Cahumban, Brgy. Tolosa, Zamboanga City
No. Person No. of Days Daily Rate Amount
1 0.10 524.00 52.40 3 0.10 317.00 95.10
107 0.10 317.00 3,391.90
P 3,539.40
No. of Units No. of Days Daily Rate Amount
P - 3,539.40
Quantity Unit Unit Cost Amount
P - 3,539.40
9% per D.O. 22 s 2015 318.55
STRUCTURE EXCAVATION (Common Soil)
8% per D.O. 22 s 2015 283.15 5% per D.O. 22 s 2015 207.06
4,348.16 310.14
47.3684210526
dumptruck 2 10,816.00 2,163.20 backhoe 1 12,296.00 1,229.60
3,392.80 0.1
000
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure
PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City
Item No./Description: 405Unit of Measurement: cu.m.Output per day: 11.20 cu.m./dayQuantity: 27.43 cu.m.
Designation
A. Labora. Construction Foremanb. Masonc. Laborerd. Laborer (substitute for one bagger mixer & water truck)
Installation of Formworksa. Carpentersb. Laborer
Sub-Total for A
Name and Capacity
B. Equipmenta. Concrete Vibrator
Sub-Total for BC. Total (A+B)D. Output per day = 11.20 cu.m./day
Name and Specifications
E. Materialsa. Portland Cementb. Washed Sandc. Gravel (G-3/4)d. 12mm. Thk x 1.20m x 2.40m Ordinary Plywood (4 uses)
STRUCTURAL CONCRETE CLASS A (Minor Structure)
e. 2" x 3" x 10' Coco Lumber (4 uses)f. 2" x 4" x 10' Coco Lumber (4 uses)g. 2" C.W. Nailh. 4" C.w. Nail
Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure
Cahumban, Brgy. Tolosa, Zamboanga City
No. Person No. of Days Daily Rate Amount
1 2 524.00 1,048.00 4 2 366.00 2,928.00 8 2 317.00 5,072.00 6 2 317.00 3,804.00
2 2 366.00 1,464.00 4 2 317.00 2,536.00
P 16,852.00
No. of Units No. of Days Daily Rate Amount
1 2 972.00 1,944.00
P 1,944.00 18,796.00
Quantity Unit Unit Cost Amount
268 bags 280.00 75,040.00 15.50 cu.m. 900.00 13,950.00
20 cu.m. 900.00 18,000.00 18 shts. 850.00 15,300.00
STRUCTURAL CONCRETE CLASS A (Minor Structure)
500 bd.ft. 20.00 10,000.00 100 bd.ft. 20.00 2,000.00 18 kgs. 53.00 954.00 6 kgs. 86.00 516.00
P 135,760.00 154,556.00
9% per D.O. 22 s 2015 13,910.04 8% per D.O. 22 s 2015 12,364.48 5% per D.O. 22 s 2015 9,041.53
189,872.05 6,922.06
47.3684210526
1,376.00 2 2,752.00 1,065.00 1.12 1,192.80