Cahumban Dupa

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


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


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




% 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:


EDITO M. BAUTISTA JR.Officer-In-ChargeDESIGN DIVISION

RECOMMENDING PROJECT IMPLEMENTATION:

ARNULFO A. ALFONSOAGM-Technical Services Group

of 489

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT


INDIVIDUAL PROGRAM OF WORK

PROJECT TITLE:


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.)

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

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



INSTALLATION OF SIX (6) UNITS - 150mm FIRE HYDRANT W/ 63mm HOSE PUMPER OUTLET TRANSFER OF TAPPING (DRY TYPE) WITH CONCRETE BARRICADE

of 489


of 489

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT


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

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

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






of 489


of 489



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%

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

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

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APPROVED BY:

MARLI ACOSTA - DE FIESTAOfficer-In-Charge




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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

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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

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



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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


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



No. Person No. of Days Daily Rate Amount

P -

No. of Units No. of Days Daily Rate Amount

P -

Quantity Unit Unit Cost Amount


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



PROJECT LOCATION:

Item No./Description: FEES AND PERMITSUnit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT


A. LaborN/A

Sub-Total for A


B. EquipmentN/A




E. Feesa. Concrete Cutting/Demolition & Excavation Fee 1.00 b. DPWH Supervision Fee 1.00 c. Environmental Compliance Certificate (ECC) 1.00





P


P



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

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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


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


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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

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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)


* ALL SIZES REFERRED HEREIN SHOULD MEAN COMMERCIALLY AVAILABLE MEASUREMENTS TOLERANCE OF 1mm

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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


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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

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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

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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.,

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2,800.00 3,800.00 240.00 240.00 1,875.50 1,367.10 170.00 70.00 130.00 740.00

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


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.


A. Labora. Construction Foreman 1b. Laborer 6

Sub-Total for A


B. EquipmentN/A

Sub-Total for BC. Total (A+B)D. Output per day = 2,295.00 ln.m.


E. MaterialsN/A




1 12.79 524.00 6,702.22 6 12.79 317.00 24,327.51

P 31,029.72


P - 31,029.72


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


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.



Sub-Total for A


B. EquipmentN/A

Sub-Total for BC. Total (A+B)D. Output per day = 2,000.00 ln.m.


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


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


43,742.72



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.


A. Labora. Construction Foreman 1b. Laborers 1c. Skilled Worker 1

Sub-Total for A


B. EquipmentN/A

Sub-Total for BC. Total (A+B)D. Output per day = 363.10 LN.M./DAY


E. MaterialsN/A






1 2 524.00 1,048.00 1 2 317.00 634.00 1 2 366.00 732.00

P 2,414.00


P 2,414.00


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


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


E. MaterialsN/A


CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST


8 Err:509 317.00 Err:509

P Err:509


2 Err:509 10,816.00 Err:509Err:509

P Err:509Err:509


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


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




E. MaterialsN/A




8 0 317.00 9.99

P 9.99


2 0 10,816.00 85.25 1.00

P 86.25 96.24


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


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




E. MaterialsN/A




8 0 317.00 10.58

P 10.58


2 0 10,816.00 90.28 1.00

P 91.28 101.86


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


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%)



E. MaterialsN/A


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)


8 2 317.00 5,072.00

P 5,072.00


1 2 7,698.00 15,396.00 507.00

P 15,903.00 20,975.00


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


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




E. MaterialsN/A


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)


8 12 317.00 30,432.00

P 30,432.00


2 12 10,816.00 259,584.00 3,043.00

P 262,627.00 293,059.00


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



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.


A. Labora. Construction Foreman 1b. Laborers 6c. Skilled Worker 1

Sub-Total for A


B. EquipmentN/A



E. MaterialsN/A






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


P 1,659.69


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


PROJECT NAME:

PROJECT LOCATION:

Item No./Description: SPL-Unit of Measurement: lotOutput per day: ln.m./dayQuantity: 1.00 lot



Sub-Total for A


B. Equipmenta. Boom Truck 2b. Mini Dumptruck 4

Sub-Total for BC. Total (A+B)D. Output per day =


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



1 62.00 524.00 32,488.00 12 62.00 317.00 235,848.00

P 268,336.00


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


P - 2,210,230.40


(from property to annex ZCWD - Cabonegro)

2,715,268.05 2,715,268.05


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.



Sub-Total for A


B. EquipmentN/A

Sub-Total for BC. Total (A+B)D. Output per day =


E. MaterialsN/A


HAULING OF MATERIALS (from annex ZCWD - Cabonegro to water source)



1 95.00 524.00 49,780.00 120 95.00 317.00 3,613,800.00

P 3,663,580.00


P - 3,663,580.00


P - 3,663,580.00


4,500,708.03 609.85

(from annex ZCWD - Cabonegro to water source)

738095

77.6842105263

of 489


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.


A. Labora. Construction Foreman 1b. Pipefitter 2c. Welder 1d. Laborer 26

Sub-Total for A


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


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

of 489

c. 6mm. Thk. Rubber Gasket 1560d. 6011 Welding Rod 21


of 489



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


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


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

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


12,740,489.57 2,831.22


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


E. Materialsa.b.c. 6mm. Thk. Rubber Gasketd. 6011 Welding Rod


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


cu.m./daycu.m.


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 B P - Total (A+B) 36,189.40

cu.m./day


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


11,468,717.53


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


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


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


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



Construction of Concrete Pipe Support


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


1 16 972.00 15,552.00

P 15,552.00 145,296.00


1,730 bags 280.00 484,400.00 94 cu.m. 900.00 84,600.00

124 cu.m. 900.00 111,600.00


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


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


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


E. Materialsa.b.c. #16 G.I. Tie-wire


REINFORCING STEEL BAR, GRADE 40 (Minor Structures)

12mm. x 6.00m. Def. Reinforcing Steel Bar10mm. x 6.00m. Def. Reinforcing Steel Bar


kg./daykg.


1 17.42 524.00 9,127.61 2 17.42 366.00 12,750.78 8 17.42 317.00 44,174.83



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


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


1,566,020.02 62.43


x 6.00m. Def. Reinforcing Steel Bar x 6.00m. Def. Reinforcing Steel Bar


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


PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing

PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City


Designation


Sub-Total for A

Name and Capacity

B. EquipmentN/A



E. MaterialsN/A



k. Total Unit Cost


PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Creek Crossing

Cahumban, Brgy. Tolosa, Zamboanga City

cu.m./daycu.m.


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 B P - Total (A+B) 3,444.56

cu.m./day


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


641.16




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




Item No./Description: 405Unit of Measurement: cu.m.Output per day: 11.20 cu.m./dayQuantity: 2.50 cu.m.

Designation



Sub-Total for A

Name and Capacity




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


h. 4" C.w. Nail





cu.m./daycu.m.


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



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


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


4" C.w. Nail 5 kgs. 86.00 430.00

Sub-Total for E P 14,986.00 20,540.56


25,234.07 10,093.63




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




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


E. Materialsa.b.c. #16 G.I. Tie-wire



16mm. x 6.00m. Def. Reinforcing Steel Bar10mm. x 6.00m. Def. Reinforcing Steel Bar

k. Total Unit Cost




kg./daykg.


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


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


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


x 6.00m. Def. Reinforcing Steel Bar x 6.00m. Def. Reinforcing Steel Bar




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

21,632.00 12,296.00 33,928.00

43.1519699812 563,500.00 43.2432432432 520,000.00

99.3312.41625




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


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






1 2.00 524.00 1,048.00 8 2.00 317.00 5,072.00

P 6,120.00


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


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


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


PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure


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


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


PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT- Construction of Intake Structure



1 4.89 524.00 2,562.36 34 4.89 366.00 60,851.16

P 63,413.52


P - 63,413.52


P - 63,413.52


77,903.51 159.31





Designation


Sub-Total for A

Name and Capacity

B. EquipmentN/A



E. MaterialsN/A

Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & Miscellaneous


H. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost





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


P - 3,539.40


P - 3,539.40

9% per D.O. 22 s 2015 318.55


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




Item No./Description: 405Unit of Measurement: cu.m.Output per day: 11.20 cu.m./dayQuantity: 27.43 cu.m.

Designation



Sub-Total for A

Name and Capacity




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. Nailh. 4" C.w. Nail






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


1 2 972.00 1,944.00

P 1,944.00 18,796.00


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


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


189,872.05 6,922.06

47.3684210526

1,376.00 2 2,752.00 1,065.00 1.12 1,192.80

Documents

Cahumban Dupa