Hongkong Sewer Pipeline

Particulars Pipe Size O.D. (m) I.D. (m) Length (m)

rio hondopipelaying w/ excav. 300 0.32 0.30 0.00

250 0.28 0.25 318.20200 0.23 0.20 862.02

1180.22Mariki

pipelaying w/ excav. 300 0.32 0.30 724.80

rio hondo

pipelaying w/ pipehanger300 0.32 0.30 0.00250 0.28 0.25 242.12200 0.23 0.20 977.64

1219.76Mariki

300.00 0.32 0.30 104.34250.00 0.28 0.25 611.00200.00 0.23 0.20 3670.00

4385.34Permit Fee

0.000.00 11.28

12.6912.5619.4412.48

15.67 164.89PL

4.6514.57 153.31 8.8423.01 242.12 PH53.25 560.32 9.84

9.859.869.879.889.893.283.724.906.107.288.46

pipelaying w/ pipehanger w/ concrete pile

Excavation (sq)

174.87

Concrete Breaking Item 201 Trench Width Area

0.62 0.00 0.00 0.000.58 184.56 553.67 65.790.53 456.87 1370.61 162.87

641.43 1924.28 228.67

0.62 449.38 1348.13 160.203272.41 160.20

0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

PL

118.67133.50132.13204.51131.29

48.9293.00

862.02

PH

103.52103.62103.73103.83103.94104.04

34.5139.1351.5564.1776.5989.00

excava tion

(cu.m.)

1839.66 977.64

Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (PHASE III) (PACKAGE 2)

ZAMBOANGA CITY, PHILIPPINES

BREAKDOWN OF EXPENDITURES % OF TOTALI - ESTIMATED COST

A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . #REF!2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #REF!3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . . #REF!4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . . #REF!

B. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . #REF!2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #VALUE!3. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .4. Value Added Tax (5% of EDC, OCM and Profit) . . . . . #REF!5. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

C. ENVIRONMENTAL COMPLIANCE AND PERMITS1. Concrete Cutting/Demolition & Excavation Fee Err:5092. Certificate of Non Coverage (CNC) #REF!

S U B - T O T A L (CONTRACT COST) #REF!

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead #REF!2. POW/Site Acquisition/Pre-Engineering3. Materials to be furnished by the government4. Materials Quality Control & Hydrology (MQCH)5. Retention for RO & C.O.

S U B - T O T A L #REF!

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 #REF!

PREPARED BY: CHECKED & SUBMITTED BY:

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



ZAMBOANGA CITY, PHILIPPINES

% OF TOTAL AMOUNT

#REF! #REF!#REF! #REF!#REF! #REF!#REF! #REF!

#REF! #REF!#VALUE!

#REF! #REF!

Err:509 Err:509#REF! 5,000.00#REF! #REF!

#REF! 287,437.50

#REF! 287,437.50

0.00 0.00 #REF! #REF!

CHECKED & SUBMITTED BY:

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

RECOMMENDING PROJECT IMPLEMENTATION:

ARNULFO A. ALFONSOAGM-Technical Services Group

of 362

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT


INDIVIDUAL PROGRAM OF WORK

PROJECT TITLE:


LOCATION: ZAMBOANGA CITY, PHILIPPINES

PROJECT CATEGORY:

PIPELAYING

PROJECT DESCRIPTION: LIMITS: Km.

LENGTH: SUPPLY/LAYING OF 829.14 ln.m. OF 300mm HDPE SDR 17 PIPELINESUPPLY/LAYING OF 1,171.32 ln.m. OF 250mm HDPE SDR 17 PIPELINESUPPLY/LAYING OF 5,509.66 ln.m. OF 200mm HDPE SDR 17 PIPELINE

MININUM EQUIPMENT REQUIREDDescription No. Description

Concrete Vibrator 3 One Bagger MixerPipe Cutter 1 Welding MachineButt Fusion Machine 1 Steel LadderDump Truck (10 cu.m.) 2Backhoe 1

1

Water Pump 1Tamper Rammer Machine 1Plate Compactor 1Water Truck (1000 gal.) 3Angle Grinder 2Bar Cutter 3Bar Bender 3Cargo Truck (10T, 270 Hp) 3

ESTIMATED COST OF PROPOSED PROJECTS

ITEM NO. DESCRIPTION

Generator Set/Welding Machine w/ complete accesories (w/ fuel)

of 362

SPL-1 Mobilization/Demobilization SPL-3 Temporary Facilities

SPL-4 Construction Safety & Health Program SPL-5 Final Staking/Layouting/Line & Grade

SPL - 9b Installation of 250mm. x 6.00m. HDPE Pipe, SDR 17 (on pipe hanger)

SPL - 9a Installation of 200mm. x 6.00m. HDPE Pipe, SDR 17 (on pipe hanger)

SPL - 6a Fabrication of Pipe Hanger (for 200mm HDPE Pipe, SDR 17) SPL - 6b Fabrication of Pipe Hanger (for 250mm HDPE Pipe, SDR 17)

of 362

SPL - 10 Installation of HDPE Tee, SDR 17 (250mm. x 200mm.)

SPL-13d SUPPLY & INSTALLATION OF HDPE SDR 17 BEND (250mm x 45)

SPL - 12a Installation of HDPE Bend, SDR 17 (250mmm. x 11.25o)

SPL - 12b Installation of HDPE Bend, SDR 17 (200mm. x 45o)

SPL-13g SUPPLY & INSTALLATION OF HDPE SDR 17 BEND (200mm x 11.25)

SPL - 11a Installation of HDPE Wye, SDR 17 (300mm. x 250mm.)

SPL - 11b Installation of HDPE Wye, SDR 17 (250mm. x 200mm.) SPL -11c Installation of HDPE Wye, SDR 17 (200mm. x 200mm.) SPL - 13 Installation of HDPE Clean Out, SDR 17 (200mm.) SPL-16 SUPPLY & CONSTRUCTION OF SEWER MAINTENANCE HOLE WITH COVER SPL-17 SUPPLY & INSTALLATION OF 0.20m x 0.20m PRECAST CONCRETE PILE SPL-18

201.00 AGGREGATE BASE COURSE 200.00 AGGREGATE SUBBASE COURSE

311 (1)b PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK

PREPARED BY:

REX D. SALE JR.Senior Eng'r A (J.O.), CE

DESIGN DIVISION

APPROVED BY:

MARLI ACOSTA - DE FIESTAOfficer-In-Charge

ENGINEERING & CONSTRUCTION DEPARTMENT

SUPPLY & CONSTRUCTION OF CONCRETE PIPE ENCASEMENT (FOR 300mm HDPE SDR 17 PIPELINE)

of 362



of 362

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT


INDIVIDUAL PROGRAM OF WORK16-Mar-15

(Date)

APPROPRIATE: #REF!

DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (PHASE III) (PACKAGE 2) SOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:

ZAMBOANGA CITY, PHILIPPINES CALENDAR DAYS TO COMPLETE: C.D.

DESIRABLE STARTING DATE: UPON APPROVAL

PIPELAYING CONTRACT / X / ADMINISTRATION / /

SUPPLY/LAYING OF 829.14 ln.m. OF 300mm HDPE SDR 17 PIPELINESUPPLY/LAYING OF 1,171.32 ln.m. OF 250mm HDPE SDR 17 PIPELINESUPPLY/LAYING OF 5,509.66 ln.m. OF 200mm HDPE SDR 17 PIPELINE

MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIREDNo. Description No. Description No.

3 CONSTRUCTION FOREMAN 13 SAFETY OFFICER 11 LABORERS 15

CARPENTER 1MASON 1PAINTER 2WELDER 2LIGHT EQUIPMENT OPERATOR 2PIPEFITTER 2STEELMAN 2

ESTIMATED COST OF PROPOSED PROJECTS

UNIT QTY.DIRECT COST

ADJUSTED UNITTOTAL UNIT COST% OF TOTAL

of 362

#REF! lot 1.00 #REF! #REF! #REF!#REF! each 1.00 57,418.00 57,418.00 60,288.90#REF! #REF! #REF! #REF! #REF! #REF!#REF! lot 1.00 26,090.78 26,090.78 27,395.32#REF! ln.m. 1,104.15 4,182.52 3.79 4.61#REF! #REF! #REF! #REF! #REF! #REF!

#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!

#VALUE! #VALUE!

#VALUE! #VALUE!

#VALUE! #VALUE!

#REF! ln.m. 223.43 804,284.83 3,599.72 4,384.46

#REF! ln.m. 880.72 1,632,893.04 1,854.04 2,258.22

#REF! assembly 264.00 400,972.12 1,518.83 1,849.94#REF! assembly 104.00 156,513.75 1,504.94 1,833.02

#REF! #REF! #REF! #REF! #REF! #REF!

#VALUE! #VALUE!

of 362

#REF! PCS. 20.00 205,088.33 10,254.42 12,489.88#REF! #REF! #REF! #REF! #REF! #REF!

#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#REF! PCS. 7.00 47,255.02 6,750.72 8,222.37

#REF! pcs. 2.00 12,299.83 6,149.92 7,490.60

#REF! pcs. 42.00 160,634.32 3,824.63 4,658.40

#REF! PCS. 12.00 39,581.00 3,298.42 4,017.47

#REF! pc. 1.00 16,859.92 16,859.92 20,535.38

#REF! pcs. 2.00 22,823.83 11,411.92 13,899.71#REF! pcs. 40.00 289,916.67 7,247.92 8,827.96#REF! pcs. 42.00 65,756.25 1,565.63 1,906.93#REF! UNITS 42.00 9,166,814.38 218,257.49 265,837.62#REF! UNITS 2,193.00 6,662,744.61 3,038.19 3,700.51#REF! LN.M. 15.00 100,030.65 6,668.71 8,122.49

#REF! CU.M. 388.87 348,660.48 896.60 1,092.05#REF! CU.M. 376.33 321,094.07 853.23 1,039.24#REF! SQ.M. 449.38 493,265.21 1,097.67 1,336.96

Total Direct Cost #REF!

CHECKED & SUBMITTED BY:

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

RECOMMENDING PROJECT IMPLEMENTATION:

ARNULFO A. ALFONSOAGM-Technical Services Group

of 362



GANTT CHART Project : DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (PHASE III) (PACKAGE 2) Location : ZAMBOANGA CITY, PHILIPPINES Total Estimated Project Cost : #REF! Project Duration : FORTY (88) CALENDAR DAYS

Particulars

SPL - 2 Fee's & Permits SPL-1 Mobilization/Demobilization SPL-3 Temporary Facilities

#REF! ## SPL-4 Construction Safety & Health Program SPL-5 Final Staking/Layouting/Line & Grade

#REF! ## SPL - 9b Installation of 250mm. x 6.00m. HDPE Pipe, SDR 17 (on pipe hanger) SPL - 9a Installation of 200mm. x 6.00m. HDPE Pipe, SDR 17 (on pipe hanger) SPL - 6a Fabrication of Pipe Hanger (for 200mm HDPE Pipe, SDR 17) SPL - 6b Fabrication of Pipe Hanger (for 250mm HDPE Pipe, SDR 17)

#REF! ## SPL - 10 Installation of HDPE Tee, SDR 17 (250mm. x 200mm.)

#REF! ##

SPL-13d SUPPLY & INSTALLATION OF HDPE SDR 17 BEND (250mm x 45) SPL - 12a Installation of HDPE Bend, SDR 17 (250mmm. x 11.25o) SPL - 12b Installation of HDPE Bend, SDR 17 (200mm. x 45o) SPL-13g SUPPLY & INSTALLATION OF HDPE SDR 17 BEND (200mm x 11.25) SPL - 11a Installation of HDPE Wye, SDR 17 (300mm. x 250mm.) SPL - 11b Installation of HDPE Wye, SDR 17 (250mm. x 200mm.) SPL -11c Installation of HDPE Wye, SDR 17 (200mm. x 200mm.) SPL - 13 Installation of HDPE Clean Out, SDR 17 (200mm.) SPL-16 SUPPLY & CONSTRUCTION OF SEWER MAINTENANCE HOLE WITH COVER SPL-17 SUPPLY & INSTALLATION OF 0.20m x 0.20m PRECAST CONCRETE PILE SPL-18 SUPPLY & CONSTRUCTION OF CONCRETE PIPE ENCASEMENT (FOR 300mm HDPE SDR 17 PIPELINE) 201.00 AGGREGATE BASE COURSE 200.00 AGGREGATE SUBBASE COURSE 311 (1)b PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK

TOTAL CONTRACT COST CASH OUTLAY REQUIREMENT TARGETED COMPLETION THIS PERIOD COMMULATIVE COMPLETION TO DATE


Amounts % Perfected

Php 5,000.00 #REF!#REF! #REF!

Php 60,288.90 #REF!#REF! #REF!

Php 27,395.32 #REF! Php 5,094.31 #REF!

#REF! #REF! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Php 979,618.93 #REF! Php 1,988,863.72 #REF! Php 488,384.04 #REF! Php 190,633.74 #REF!

#REF! #REF! #VALUE!

Php 249,797.59 #REF!#REF! #REF!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Php 57,556.61 #REF! Php 14,981.20 #REF! Php 195,652.60 #REF! Php 48,209.66 #REF! Php 20,535.38 #REF! Php 27,799.43 #REF! Php 353,118.50 #REF! Php 80,091.11 #REF! Php 11,165,179.92 #REF! Php 8,115,222.94 #REF! Php 121,837.33 #REF! Php 424,668.46 #REF! Php 391,092.58 #REF! Php 600,797.02 #REF!

#REF! #REF!

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)

PROJECT LOCATION: Zamboanga City, PhilippinesItem 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


DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)

Zamboanga City, Philippines

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 #REF! Mob./Demo (1.0% of E.D.C.) #REF!

P #REF!#REF!

0% per D.O. 22 s 2015 #REF!0% per D.O. 22 s 2015 #REF!5% per D.O. 22 s 2015 #REF!

#REF!#REF!



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 2 Fee's & PermitsUnit of Measurement: lotOutput per day: N/AQuantity: 1.00 lot


A. LaborN/A

Sub-Total for A


B. EquipmentN/A



E. Fees

a. Certificate of Non Coverage (CNC) 1





No. of Days Daily Rate Amount

P


P

Unit Unit Cost Amount

lot 5,000.00 5,000.00

P 5,000.00 5,000.00

0% per D.O. 22 s 2015 - 0% per D.O. 22 s 2015 - 0% per D.O. 22 s 2015 -

5,000.00 5,000.00



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-3 Temporary FacilitiesUnit of Measurement: eachOutput per day: 1.00 each/dayQuantity: 1.00 each

Designation

A. Labor a. Construction Foreman/Engineering Assistant b. Skilled Laborers c. Laborers

Sub-Total for A

Name and Capacity

B. Equipment N/A

Sub-Total for BC. Total (A+B)D. Output per day = 1.00

Name and Specifications

E. Materials a. 6 pcs. - 2" x 4" x 8' (Good lumber) b. 14 pcs. - 2" x 4" x 12' (Good lumber) c. 6 pcs. - 2" x 3" x 8' (Good lumber) d. 12 pcs. - 2" x 4" x 10' (Good lumber) e. 144 pcs. - 2" x 2" x 10' (good lumber) f. *12mm Thk x 1.20m x 2.40m Ordinary Plywood g. GA # 26 x 10' Corrugated G.I. Sheet h. Assorted C.W. Nails

i. Interlink Wire j. Empty Drum k. Toilet Bowl l. Door lock (Branded) m. Hinges

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




Zamboanga City, PhilippinesTemporary Facilities

each/dayeach

Designation No. Person No. of Days Daily Rate

Construction Foreman/Engineering Assistant 1 1 524.002 1 366.006 1 317.00

Sub-Total for A

Name and Capacity No. of Units No. of Days Daily Rate

Sub-Total for BTotal (A+B)

each

Name and Specifications Quantity Unit Unit Cost

32 bdft. 20.00 112 bdft. 20.00 24 bdft. 20.00 80 bdft. 20.00

480 bdft. 20.00 *12mm Thk x 1.20m x 2.40m Ordinary Plywood 26 pcs. 950.00

16 pcs. 410.00 16 kgs. 80.00

2 rolls 500.00 2 pcs. 500.00 1 pcs. 2,500.00 2 pcs. 1,200.00 4 pcs. 65.00


Sub-Total for E

0% per D.O. 29 s 20110% per D.O. 29 s 20115% per D.O. 29 s 2011



Daily Rate Amount

524.00 524.00 366.00 732.00 317.00 1,902.00

P 3,158.00

Daily Rate Amount

P 3,158.00

Unit Cost Amount

20.00 640.00 20.00 2,240.00 20.00 480.00 20.00 1,600.00 20.00 9,600.00 950.00 24,700.00 410.00 6,560.00 80.00 1,280.00

500.00 1,000.00 500.00 1,000.00 2,500.00 2,500.00 1,200.00 2,400.00 65.00 260.00

P 54,260.00 57,418.00

per D.O. 29 s 2011 - per D.O. 29 s 2011 - per D.O. 29 s 2011 2,870.90

60,288.90 60,288.90



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-4 Construction Safety & Health ProgramUnit of Measurement: lotOutput per day: N/AQuantity: 1.00 lot

Designation

A. Labora. Safety Officerb. Skilled Laborerc. Laborer

Sub-Total for A

Name and Capacity

B. EquipmentN/A



E. Materialsa. Medical Suppliesb. 1.20m x 2.40m Tarpaulin (Project Signage) including Layout and Printing

c. 20 pcs. - 2" x 2" x 10' Coco Lumberd. 24 pcs. - 2" x 3" x 10' Coco Lumbere. *12mm Thk x 1.20m x 2.40m Ordinary Plywoodf. 3" C.W. Nailg. 4" C.W. Nailh. Polyethelyne Warning Tape, 3"W x 1000ft/roll




Zamboanga City, PhilippinesConstruction Safety & Health Program

lot

Designation No. Person No. of Days Daily Rate Amount

1 5 524.00 2,620.00 1 5 366.00 1,830.00 2 5 317.00 3,170.00

Sub-Total for A P 7,620.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

Sub-Total for B PTotal (A+B) 7,620.00

Name and Specifications Quantity Unit Unit Cost Amount

1 set 3,122.78 3,122.78 1.20m x 2.40m Tarpaulin (Project Signage) including Layout and Printing 2 units 787.50 1,575.00

67 bd.ft. 20.00 1,333.00 120 bd.ft. 20.00 2,400.00

*12mm Thk x 1.20m x 2.40m Ordinary Plywood 4 shts. 950.00 3,800.00 4 kgs. 80.00 320.00 4 kgs. 80.00 320.00

Polyethelyne Warning Tape, 3"W x 1000ft/roll 4 rolls 1,400.00 5,600.00

* ALL SIZES REFERRED HEREIN SHOULD MEAN COMMERCIALLY AVAILABLE MEASUREMENTS TOLERANCE

Sub-Total for E P 18,470.78 26,090.78

0% per D.O. 22 s 2015 - 0% per D.O. 22 s 2015 - 5% per D.O. 22 s 2015 1,304.54

27,395.32 27,395.32




Amount

2,620.00 1,830.00 3,170.00

7,620.00

Amount

7,620.00

Amount

3,122.78 1,575.00

1,333.00 2,400.00 3,800.00 320.00 320.00 5,600.00

18,470.78 26,090.78 - - 1,304.54 27,395.32 27,395.32



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-5 Final Staking/Layouting/Line & GradeUnit of Measurement: ln.m.Output per day: 750.00 ln.m./dayQuantity: 1,104.15 ln.m.


A. Labora. Construction Foreman 1b. Skilled Worker 2c. Laborer 5

Sub-Total for A


B. EquipmentN/A

Sub-Total for BC. Total (A+B)D. Output per day = 750.00 ln.m.


E. MaterialsN/A





1.47 524.00 771.43 1.47 366.00 1,077.65 1.47 317.00 2,333.44

P 4,182.52


P - 4,182.52


P - 4,182.52

8% per D.O. 22 s 2015 334.60 8% per D.O. 22 s 2015 334.60 5% per D.O. 22 s 2015 242.59

5,094.31 4.61



PROJECT LOCATION: Zamboanga City, PhilippinesItem 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: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: HAULING OF MATERIALS (Sand)Unit of Measurement: CU.M.Output per day: 24.00 CU.M./DAYQuantity: Err:509 CU.M.


A. Labora. Laborers 8

Sub-Total for A


B. Equipmenta. Dump Truck (3 cu.m.) 2Minor Tools (10%)

Sub-Total for BC. Total (A+B)D. Output per day = 24.00 CU.M./DAY


E. MaterialsN/A




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: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: HAULING OF MATERIALS (Item 200)Unit of Measurement: CU.M.Output per day: 24.00 CU.M./DAYQuantity: Err:509 CU.M.



Sub-Total for A





E. MaterialsN/A




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


Err:509Err:509


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: HAULING OF MATERIALS (Item 201)Unit of Measurement: CU.M.Output per day: 24.00 CU.M./DAYQuantity: 0.000 CU.M.



Sub-Total for A





E. MaterialsN/A




8 0 317.00 -

P -


2 0 10,816.00 - -

P - -


P -


- #DIV/0!


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: HAULING OF MATERIALS (PVC Pipes, Valves, Fittings and Accessories)Unit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT



Sub-Total for A


B. Equipmenta. Boom Truck 1Minor Tools (10%)



E. MaterialsN/A



HAULING 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: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: HAULING OF MATERIALS (Cement, Sand and Gravel for Restoration)Unit of Measurement: LOTOutput per day: N/AQuantity: 1.00 LOT



Sub-Total for A





E. MaterialsN/A



HAULING 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: Zamboanga City, PhilippinesItem 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 LOCATION: Zamboanga City, Philippines

Item No./Description: SPL-4 ASPHALT CUTTINGUnit of Measurement: LN.M.Output per day: 75.00 LN.M./dayQuantity: Err:509 LN.M.

Locations Length of Asphalt (m) Total2" thick 4" thick 6" thick

Err:509 Err:509 Err:509 Err:509 Err:509Err:509 Err:509 Err:509 Err:509

0.00 Err:509 Err:509 Err:509Err:509 Err:509 Err:509 Err:509Err:509 Err:509 Err:509 Err:509

Err:509


A. Labora. Construction Foreman 1b. Light Equipment Operator 2

Sub-Total for A


B. Equipmenta. Concrete Cutter 1Minor Tools (10%)

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


E. MaterialsN.A.






Err:509 524.00 Err:509Err:509 394.00

P Err:509


Err:509 1,758.00 Err:509Err:509

P Err:509Err:509


PErr:509


Err:509Err:509




Item No./Description: SPL-5 CONCRETE CUTTINGUnit of Measurement: LN.M.Output per day: 150.00 LN.M./dayQuantity: Err:509 LN.M.

Location Length of Concrete Length for Concrete CuttingErr:509 0.00 0.00Err:509 0.00 0.00

0.00 Err:509 Err:509Err:509 Err:509 Err:509Err:509 Err:509 Err:509

Total Length Err:509


A. Labora. Construction Foreman 1b. Light Equipment Operator 6

Sub-Total for A


B. Equipmenta. Concrete Cutter 3Minor Tools (10%)

Sub-Total for BC. Total (A+B)D. Output per hour = 150.00 LN.M./day


E. MaterialsN.A.






1 Err:509 524.00 Err:5096 Err:509 394.00

P Err:509


3 Err:509 1,758.00 Err:509Err:509

P Err:509Err:509


PErr:509


Err:509Err:509




Item No./Description: 101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENTUnit of Measurement: SQ.M.Output per day: 480.00 SQ.M./DAYQuantity: Err:509 SQ.M.

Length Area of Asphalt (sq.m.)Err:509 Err:509Err:509 Err:509

0.00 Err:509Err:509 Err:509Err:509 Err:509

Total Area Err:509


A. Labora. Construction Foreman 1b. Laborers 2

Sub-Total for A


B. Equipmenta. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1b. Payloader (1.50 cu.m.), LX80-2C 1c. Dump Truck (10 cu.m.) 1Minor Tools (10%)

Sub-Total for BC. Total (A+B)D. Output per hour = 480.00 SQ.M./DAY


E. MaterialsN.A.






1 Err:509 524.00 Err:5092 Err:509 317.00

P Err:509


1 Err:509 12,296.00 Err:5091 Err:509 13,864.00 1 Err:509 9,016.00

Err:509

P Err:509Err:509


PErr:509


Err:509Err:509




Item No./Description: 101(4)a REMOVAL OF EXISTING CONCRETE PAVEMENTUnit of Measurement: SQ.M.Output per day: 320.00 SQ.M./DAYQuantity: Err:509 SQ.M.

Location Area of Concrete (sq.m.)Err:509 0.00Err:509 0.00

0.00 Err:509Err:509 Err:509Err:509 Err:509

Total Area Err:509



Sub-Total for A


B. Equipmenta. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1b. Payloader (1.50 cu.m.), LX80-2C 1c. Dump Truck (10 cu.m.) 1Minor Tools (10%)

Sub-Total for B

C. Total (A+B)D. Output per hour = 320.00 SQ.M./DAY


E. MaterialsN.A.





REMOVAL OF EXISTING CONCRETE PAVEMENT


Err:509 524.00 Err:509Err:509 317.00

P Err:509


Err:509 12,296.00 Err:509Err:509 13,864.00 Err:509 9,016.00

Err:509

P Err:509

Err:509


PErr:509


Err:509Err:509




Item No./Description: SPL-6 PIPELINE EXCAVATION (MANUAL EXCAVATION)Unit of Measurement: CU.M.Output per day: 28.50 CU.M./DAYQuantity: 0.00 CU.M.



Sub-Total for A


B. EquipmentN.A.


Note: PIPELINE EXCAVATION IS BY MANUAL EXCAVATION TO AVOID THE USAGE OF HEAVY EQUIPMENT AND THE FORMATION OF SLOW MOVING TRAFFIC IN THE PROJECT SITE.


E. Materials






1 0 524.00 - 30 0 317.00 -

P -


P - -

Note: PIPELINE EXCAVATION IS BY MANUAL EXCAVATION TO AVOID THE USAGE OF HEAVY EQUIPMENT AND THE FORMATION OF SLOW MOVING TRAFFIC IN THE PROJECT


P -


- #DIV/0!


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-8a PIPELINES & APPURTENANCES (300mm HDPE SDR 17 PIPELINE) ON PIPE HANGERUnit of Measurement: LN.M.Output per day: 144.00 LN.M./DAYQuantity: 0.00 LN.M.


A. Labora. Construction Foreman 1b. Pipefitter 2c. Laborer 8

Sub-Total for A


B. Equipmenta. Pipe Cutter 1b. Butt Fusion Machine 1c. Steel Ladder 1

Sub-Total for BC. Total (A+B)D. Output per day = 144.00 LN.M./DAY


E. Materialsa. 300mm x 6.00m HDPE SDR 17 PIPE 0.00



DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)Zamboanga City, Philippines

PIPELINES & APPURTENANCES (300mm HDPE SDR 17 PIPELINE) ON PIPE HANGER


1 0.00 524.00 - 2 0.00 341.00 - 8 0.00 317.00 -

P -


1 0.00 1,600.00 - 1 0.00 2,000.00 - 1 0.00 300.00 -

P - -


0.00 pcs. 26,550.00 -

P - -


- #DIV/0!



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 6aUnit of Measurement: assemblyOutput per day: 70.00 assembly/dayQuantity: 264.00 assembly



Sub-Total for A


B. Equipmenta. Generator Set/ Welding Machine w/ complete accessories (w/ fuel) 1b. Angle Grinder 1

Sub-Total for BC. Total (A+B)D. Output per day = 70.00 assembly/day


E. Materialsa. 6mm Thk x 50 x 50 x 6.00m MS Angle Bar 88b. 6mm Thk x 50mm x 6.0m MS Flat Bar 55c. 16mm x 6.0m MS Plain Round Bar 64d. 16mm x 65mm MS Bolt with Nut and Washer 1,056e. 6011 Welding Rod 66f. 2" Steel Brush 26g. Red Oxide Metal Primer 8h. Quick Dry Enamel (Blue) 15i. Paint Thinner 6j. 2" Paint Brush 15

Fabrication of Pipe Hanger (for 200mm HDPE Pipe, SDR 17)

k. 1" Paint Brush 15l. 12mm x 37.00mm Hex. Head Stainless Bolt, AISI Grade 304 (Full Thread) 1,056

m. 12mm Stainless Steel Nut, AISI 316, Type A4 1,056n. 12mm Stainless Steel Washer, AISI 316, Type A4 1,056o. 4" Grinding Wheel 5p. Hacksaw Blade 12






1 3.77 524.00 1,976.23 3 3.77 366.00 4,141.03 6 3.77 317.00 7,173.26

P 13,290.51


1 3.77 2,160.00 8,146.29 1 3.77 603.04 2,274.32

P 10,420.61 23,711.12


88 pcs. 1,200.00 105,600.00 55 pcs. 865.00 47,575.00 64 pcs. 700.00 44,800.00

1,056 pcs. 50.00 52,800.00 66 kgs. 159.00 10,494.00 26 pcs. 28.00 728.00 8 gals. 427.00 3,416.00

15 gals. 656.00 9,840.00 6 gals. 332.00 1,909.00

15 pcs. 35.00 525.00


15 pcs. 20.00 300.00 1,056 pcs. 56.00 59,136.00

1,056 pcs. 25.00 26,400.00 1,056 pcs. 12.00 12,672.00

5 pcs. 86.00 430.00 12 pcs. 53.00 636.00

P 377,261.00 400,972.12

8% per D.O. 22 s 2015 32,077.77 8% per D.O. 22 s 2015 32,077.77 5% per D.O. 22 s 2015 23,256.38

488,384.04 1,849.94



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 6bUnit of Measurement: assemblyOutput per day: 70.00 assembly/dayQuantity: 104.00 assembly



Sub-Total for A


B. Equipmenta. Generator Set/ Welding Machine w/ complete accessories (w/ fuel) 1

b. Angle Grinder 1



E. Materialsa. 6mm Thk x 50 x 50 x 6.0m MS Angle Bar 35b. 6mm Thk x 50mm x 6.0m MS Flat Bar 12c. 16mm x 6.0m MS Plain Round Bar 35d. 16mm x 65mm MS Bolt with Nut and Washer 416e. 6011 Welding Rod 26f. 2" Steel Brush 11g. Red Oxide Metal Primer 3h. Quick Dry Enamel (Blue) 5i. Paint Thinner 2


j. 2" Paint Brush 6k. 1" Paint Brush 6l. 12mm x 37.00mm Hex. Head Stainless Bolt, AISI Grade 304 (Full Thread) 416

m. 12mm Stainless Steel Nut, AISI 316, Type A4 416n. 12mm Stainless Steel Washer, AISI 316, Type A4 416o. 4" Grinding Wheel 2p. Hacksaw Blade 12






1.49 524.00 778.51 1.49 366.00 1,631.31 1.49 317.00 2,825.83

P 5,235.66


1.49 2,160.00 3,209.14

1.49 603.04 895.95

P 4,105.09 9,340.75


pcs. 1,200.00 42,000.00 pcs. 865.00 10,380.00 pcs. 700.00 24,500.00 pcs. 50.00 20,800.00 kgs. 159.00 4,134.00 pcs. 28.00 308.00 gals. 427.00 1,281.00 gals. 656.00 3,280.00 gals. 332.00 664.00


pcs. 35.00 210.00 pcs. 20.00 120.00 pcs. 56.00 23,296.00

pcs. 25.00 10,400.00 pcs. 12.00 4,992.00 pcs. 86.00 172.00 pcs. 53.00 636.00

P 147,173.00 156,513.75


190,633.74 1,833.02



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 7 Scaffolding WorksUnit of Measurement: ln.m.Output per day: 150.00 ln.m./dayQuantity: 1,104.15 ln.m.


A. Labora. Construction Foreman 1b. Skilled Laborer 2c. Laborer 4

Sub-Total for A


B. EquipmentN/A

Sub-Total for BC. Total (A+B)D. Output per day = 150.00 ln.m./day


E. Materialsa. Assorted Coco Lumber ( for scaffolding) 315b. 4" C.W. Nail 5

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





1 7.36 524.00 3,857.16 2 7.36 366.00 5,388.25 4 7.36 317.00 9,333.75

P 18,579.16


- - -

P - 18,579.16


315 bd.ft. 20.00 6,300.00 5 bd.ft. 53.00 265.00

P 6,565.00 25,144.16

8% per D.O. 22 s 2015 2,011.53 8% per D.O. 22 s 2015 2,011.53

5% per D.O. 22 s 2015 1,458.36 30,625.59 27.74



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 8Unit of Measurement: assemblyOutput per day: 140.00 assembly/dayQuantity: 368.00 assembly



Sub-Total for A


B. EquipmentN/A



E. MaterialsN/A

Installation of Pipe Hanger (for 200mm & 250mm HDPE Pipe, SDR 17)





1 2.63 524.00 1,377.37 3 2.63 366.00 2,886.17 6 2.63 317.00 4,999.54

P 9,263.09


P - 9,263.09


(for 200mm & 250mm HDPE Pipe, SDR 17)

P - 9,263.09


11,282.44 30.66



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 9aUnit of Measurement: ln.m.Output per day: 144.00 ln.m./dayQuantity: 880.72 ln.m.



Sub-Total for A


B. Equipmenta. Pipe Cutter 1b. Butt Fusion Machine 1



E. Materialsa. 200mm x 6.00m HDPE Pipe, SDR 17 147b. 2

Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & Miscellaneous 8%H. Contractor's Profit (CP) 8%I. Value Added Tax (VAT) 5%J. Total Cost

Installation of 200mm. x 6.00m. HDPE Pipe, SDR 17 (on pipe hanger)

20mm. x 10.00m. Nylon Rope

k. Total Unit Cost





6.12 524.00 3,206.88 6.12 341.00 4,173.84 6.12 317.00 15,520.32

P 22,901.04


6.12 1,600.00 9,792.00 6.12 2,000.00 12,240.00

P 22,032.00 44,933.04


pcs. 10,800.00 1,587,600.00 rolls 180.00 360.00

P 1,587,960.00 1,632,893.04

per D.O. 22 s 2015 130,631.44 per D.O. 22 s 2015 130,631.44 per D.O. 22 s 2015 94,707.80

1,988,863.72


2,258.22



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 9bUnit of Measurement: ln.m.Output per day: 144.00 ln.m./dayQuantity: 223.43 ln.m.



Sub-Total for A





E. Materialsa. 250mm x 6.00m HDPE Pipe, SDR 17 38b. 2

Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & Miscellaneous 8%H. Contractor's Profit (CP) 8%I. Value Added Tax (VAT) 5%J. Total Cost


20mm. x 10.00m. Nylon Rope

k. Total Unit Cost





1.58 524.00 829.67 1.58 341.00 1,079.83 1.58 317.00 4,015.33

P 5,924.83


1.58 1,600.00 2,533.33 1.58 2,000.00 3,166.67

P 5,700.00 11,624.83


pcs. 20,850.00 792,300.00 rolls 180.00 360.00

P 792,660.00 804,284.83


979,618.93


4,384.46



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-9 LAYING OF 363.10 LN.M. OF 100mm. PVC PIPELINE w/ PARTIAL BACKFILLINGUnit of Measurement: PCSOutput per day: 4 PCS./DAYQuantity: 122.03 PCS.

Designation

A. Labora. Construction Foremanb. Laborersc. Pipefitter

Sub-Total for A

Name and Capacity

B. EquipmentN.A.

Sub-Total for BC. Total (A+B)D. Output per day = 4.43


E. Materialsa. Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1000ft/rollb. 150mm x 6.00m D.I. Push-on Pipe in Accordance with ISO 2531, Class K9c.d. Plain Margarinee. 150mm D.I. Sleeve Type Flexible Coupling, (D.I.)

Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)

150mm x 45 D.I. Bend, Push-On in Accordance with ISO 2531, Class K12

I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost



Zamboanga City, PhilippinesLAYING OF 363.10 LN.M. OF 100mm. PVC PIPELINE w/ PARTIAL BACKFILLING

PCS./DAYPCS.

Designation No. Person No. of Days Daily Rate

1 28 524.0015 28 317.001 28 341.00

Sub-Total for A P

Name and Capacity No. of Units No. of Days Daily Rate

Sub-Total for B PTotal (A+B)

PCS./DAY

Name and Specifications Quantity Unit Unit Cost

Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1000ft/roll 2.38 rolls 1,400150mm x 6.00m D.I. Push-on Pipe in Accordance with ISO 2531, Class K9 122.03 pcs. 9,988.85

2 pcs. 1756.323.39 kgs. 70

150mm D.I. Sleeve Type Flexible Coupling, (D.I.) 2.18 pcs. 2,730.00

Sub-Total for E P

6% per D.O. 29 s 20118% per D.O. 29 s 2011

D.I. Bend, Push-On in Accordance with ISO 2531, Class K12

12% per D.O. 29 s 2011



Amount

14,426.10 130,908.57 9,387.98

154,722.65

Amount

- 154,722.65

Amount

3,334.71 1,218,972.66 3,512.65 237.29 5,947.58

1,232,004.89 1,386,727.53 83,203.65 110,938.20

189,704.33 1,770,573.71 14,508.94


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-9c Pipe Hanger (300mm HDPE SDR 17 PIPELINE)Unit of Measurement: ASSEMBLYOutput per day: 70.00 ASSEMBLY/DAYQuantity: 0.00 ASSEMBLY



Sub-Total for A


B. Equipmenta. Generator Set/ Welding Machine w/ complete accessories (w/ fuel) 1b. Angle Grinder 1c. Steel Ladder 1

Sub-Total for BC. Total (A+B)D. Output per day = 70.00 ASSEMBLY/DAY


E. Materialsa. 6mm Thk x 50 x 50 x 6.0m MS Angle Bar 0.00b. 6mm Thk x 50mm x 6.0m MS Flat Bar 0.00c. 16mm x 6.0m MS Plain Round Bar 0.00d. 16mm x 65mm MS Bolt with Nut and Washer 0.00e. 6011 Welding Rod 0.00f. 2" Steel Brush 1.00g. Red Oxide Metal Primer 0.00h. Quick Dry Enamel (Blue) 0.00i. Paint Thinner 0.00j. 2" Paint Brush 0.00k. 1" Paint Brush 0.00




1 0.00 524.00 - 3 0.00 366.00 - 6 0.00 317.00 -

P -


1 0.00 2,160.00 - 1 0.00 603.04 - 1 0.00 300.00 -

P - -


0.00 pcs. 1,200.00 - 0.00 pcs. 865.00 - 0.00 pcs. 700.00 - 0.00 pcs. 50.00 - 0.00 kgs. 159.00 - 1.00 pcs. 28.00 28.00 0.00 gals. 427.00 0.01 0.00 gals. 656.00 0.01 0.00 gals. 332.00 0.00 0.00 pcs. 35.00 - 0.00 pcs. 20.00 -

P 28.02 28.02


34.42 #DIV/0!

of 362


PROJECT NAME: #REF!

#REF! #REF!

Item No./Description: SPL-9aUnit of Measurement: LN.M.Output per day: Err:509 LN.M./DAYQuantity: Err:509 LN.M.

Location

Err:509 Err:509 150Err:509 Err:509 150Err:509 Err:509 150Err:509 Err:509 150

Total Length Err:509


A. Labora. Construction Foreman 1b. Pipefitter 1c. Skilled Worker 6d. Laborer 12

Sub-Total for A


B. Equipmenta. One Bagger Mixer 1b. Concrete Vibrator 1c. Water Truck (1000 gal.) 1d Bar Cutter 1e. Bar Bender 1f. Cargo Truck (10T, 270 Hp) 1

Sub-Total for BC. Total (A+B)

DRAINAGE CROSSING WITH CONCRETE ENCASEMENT (150mm D.I. PIPELINE)

Length of Drainage Crossing (Ln.m.)

Pipe Size (mm)

of 362

D. Output per day = Err:509 LN.M./DAY


E. MaterialsErr:509

a. 150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket Err:509

b. 150mm D.I. Sleeve Type Flexible Coupling, (D.I.) Err:509c. Lumber, Good - 4 uses Err:509d. Plywood (1/2" x 4' x 8") - 4 uses Err:509e. Assorted CWN (1kg./100 bdft. Of Lumber) Err:509f. Cement Err:509g. Sand Err:509h. Gravel Err:509

i. #16 Tie Wire (2% of RSB) Err:509j. Reinforcing Steel Bar Err:509(w/ 5% Wastage)

of 362

Err:509a. 150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket Err:509



Err:509a. 150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket Err:509



Note: Quantities for D.I. Pipes are already included in SPL-7Sub-Total for E

F. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost

of 362


PROJECT NAME: #REF!

#REF! #REF!

Item No./Description: SPL-9b DRAINAGE CROSSING WITH CONCRETE ENCASEMENT (200mm D.I. PIPELINE)Unit of Measurement: LN.M.Output per day: Err:509 LN.M./DAYQuantity: Err:509 LN.M.

Location

Err:509 Err:509 200Total Length Err:509


A. Labora. Construction Foreman 1b. Pipefitter 1c. Skilled Worker 6d. Laborer 12

Sub-Total for A


B. Equipmenta. One Bagger Mixer 1b. Concrete Vibrator 1c. Water Truck (1000 gal.) 1d Bar Cutter 1e. Bar Bender 1f. Cargo Truck (10T, 270 Hp) 1

Sub-Total for BC. Total (A+B)D. Output per day = Err:509 LN.M./DAY


Length of Drainage Crossing (Ln.m.)

Pipe Size (mm)

of 362


E. Materials0.00

a. 200mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket Err:509



Note: Quantities for D.I. Pipes are already included in SPL-7Sub-Total for E

F. Direct Cost (C+E)G. Overhead, Contingencies & MiscellaneousH. Contractor's Profit (CP)I. Value Added Tax (VAT)J. Total Costk. Total Unit Cost

of 362


#REF!

#REF!


1 Err:509 524.00 Err:5091 Err:509 394.00 6 366.00 12 317.00

P Err:509


1 Err:509 1,376.00 Err:5091 Err:509 1,191.04 Err:5091 Err:509 8,520.00 Err:5091 Err:509 1,758.00 Err:5091 Err:509 2,812.00 Err:5091 Err:509 8,816.00 Err:509

P Err:509Err:509


of 362


Err:509Err:509 pcs. 933.06 Err:509

Err:509 pcs. 2,730.00 Err:509Err:509 bd.ft 20.00 Err:509Err:509 pcs. 950.00 Err:509Err:509 kgs. 80.00 Err:509Err:509 bags 265.00 Err:509Err:509 cu.m. 1,000.00 Err:509Err:509 cu.m. 1,000.00 Err:509 kgs. 70.00 Err:509 kgs. 36.00

of 362

Err:509Err:509 pcs. 933.06 Err:509

Err:509 pcs. 2,730.00 Err:509Err:509 bd.ft 20.00 Err:509Err:509 pcs. 950.00 Err:509Err:509 kgs. 80.00 Err:509Err:509 bags 265.00 Err:509Err:509 cu.m. 1,000.00 Err:509Err:509 cu.m. 1,000.00 Err:509Err:509 kgs. 70.00 Err:509Err:509 kgs. 36.00 Err:509

Err:509Err:509 pcs. 933.06 Err:509

Err:509 pcs. 2,730.00 Err:509Err:509 bd.ft 20.00 Err:509Err:509 pcs. 950.00 Err:509Err:509 kgs. 80.00 Err:509Err:509 bags 265.00 Err:509Err:509 cu.m. 1,000.00 Err:509Err:509 cu.m. 1,000.00 Err:509Err:509 kgs. 70.00 Err:509Err:509 kgs. 36.00 Err:509

P Err:509Err:509


Err:509Err:509

of 362


#REF!

#REF!



1 Err:509 524.00 Err:5091 Err:509 394.00 6 366.00 12 317.00

P Err:509


1 Err:509 1,376.00 Err:5091 Err:509 1,191.04 Err:5091 Err:509 8,520.00 Err:5091 Err:509 1,758.00 Err:5091 Err:509 2,812.00 Err:5091 Err:509 8,816.00 Err:509

P Err:509Err:509


of 362

QuantityQuantity Unit Unit Cost Amount

0.00Err:509 pcs. 1,386.98 Err:509

Err:509 pcs. 4,308.00 Err:509Err:509 bd.ft 20.00 Err:509Err:509 pc. 950.00 Err:509Err:509 kg. 80.00 Err:509Err:509 bags 265.00 Err:509Err:509 cu.m. 1,000.00 Err:509Err:509 cu.m. 1,000.00 Err:509Err:509 kgs. 70.00 Err:509Err:509 kgs. 36.00 Err:509

P Err:509Err:509


Err:509Err:509


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-10a SUPPLY & INSTALLATION OF HDPE SDR 17 TEE (300mm x 250mm)Unit of Measurement: PCS.Output per day: 24.00 PCS./DAYQuantity: 16.00 PCS.



Sub-Total for A



Sub-Total for BC. Total (A+B)D. Output per day = 24.00 PCS./DAY


E. Materialsa. 300mm x 250mm HDPE SDR 17 TEE 16.00




SUPPLY & INSTALLATION OF HDPE SDR 17 TEE (300mm x 250mm)


1 0.67 524.00 349.33 2 0.67 341.00 454.67 8 0.67 317.00 1,690.67

P 2,494.67


1 0.67 1,600.00 1,066.67 1 0.67 2,000.00 1,333.33 1 0.67 300.00 200.00

P 2,600.00 5,094.67


16.00 pcs. 15,450.00 247,200.00

P 247,200.00 252,294.67


309,944.00 19,371.50


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-10b SUPPLY & INSTALLATION OF HDPE SDR 17 TEE (250mm x 250mm)Unit of Measurement: PC.Output per day: 24.00 PCS./DAYQuantity: 1.00 PC.



Sub-Total for A











1 0.04 524.00 21.83 2 0.04 341.00 28.42 8 0.04 317.00 105.67

P 155.92


1 0.04 1,600.00 66.67 1 0.04 2,000.00 83.33 1 0.04 300.00 12.50

P 162.50 318.42


1.00 pc. 11,178.00 11,178.00

P 11,178.00 11,496.42

9% per D.O. 22 s 2015 1,034.68 8% per D.O. 22 s 2015 919.71 5% per D.O. 22 s 2015 672.54

14,123.35 14,123.35



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 10Unit of Measurement: PCS.Output per day: 24.00 PCS./DAYQuantity: 20.00 PCS.



Sub-Total for A





E. Materialsa. 250mm x 200mm HDPE Tee, SDR 17 20.00

Sub-Total for EF. Direct Cost (C+E)G. Overhead, Contingencies & Miscellaneous 8%H. Contractor's Profit (CP) 8%I. Value Added Tax (VAT) 5%J. Total Costk. Total Unit Cost

Installation of HDPE Tee, SDR 17 (250mm. x 200mm.)





0.83 524.00 436.67 0.83 341.00 568.33 0.83 317.00 2,113.33

P 3,118.33


0.83 1,600.00 1,333.33 0.83 2,000.00 1,666.67 0.83 300.00 250.00

P 3,250.00 6,368.33


pcs. 9,936.00 198,720.00

P 198,720.00 205,088.33


249,797.59 12,489.88

Installation of HDPE Tee, SDR 17 (250mm. x 200mm.)



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 11aUnit of Measurement: pc.Output per day: 24.00 pc./dayQuantity: 1.00 pc.



Sub-Total for A



Sub-Total for BC. Total (A+B)D. Output per day = 24.00 pc./day


E. Materialsa. 300mm x 250mm HDPE Wye, SDR 17 1.00


Installation of HDPE Wye, SDR 17 (300mm. x 250mm.)





0.04 524.00 21.83 0.04 341.00 28.42 0.04 317.00 105.67

P 155.92


0.04 1,600.00 66.67 0.04 2,000.00 83.33

P 150.00 305.92


pcs. 16,554.00 16,554.00

P 16,554.00 16,859.92

per D.O. 22 s 2015 1,348.79 per D.O. 22 s 2015 1,348.79 per D.O. 22 s 2015 977.88

20,535.38 20,535.38



PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-10d SUPPLY & INSTALLATION OF HDPE SDR 17 TEE (200mm x 200mm)Unit of Measurement: PCS.Output per day: 24.00 PCS./DAYQuantity: 21.00 PCS.



Sub-Total for A











1 0.88 524.00 458.50 2 0.88 341.00 596.75 8 0.88 317.00 2,219.00

P 3,274.25


1 0.88 1,600.00 1,400.00 1 0.88 2,000.00 1,750.00 1 0.88 300.00 262.50

P 3,412.50 6,686.75


21.00 pcs. 6,084.00 127,764.00

P 127,764.00 134,450.75


165,172.75 7,865.37


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-11a SUPPLY & INSTALLATION OF HDPE SDR 17 REDUCER (300mm x 250mm)Unit of Measurement: PC.Output per day: 24.00 PCS./DAYQuantity: 1.00 PC.



Sub-Total for A





E. Materialsa. 300mm x 250mm HDPE SDR 17 REDUCER 1.00




SUPPLY & INSTALLATION OF HDPE SDR 17 REDUCER (300mm x 250mm)


1 0.04 524.00 21.83 2 0.04 341.00 28.42 8 0.04 317.00 105.67

P 155.92


1 0.04 1,600.00 66.67 1 0.04 2,000.00 83.33 1 0.04 300.00 12.50

P 162.50 318.42


1.00 pc. 8,104.70 8,104.70

P 8,104.70 8,423.12


10,347.80 10,347.80


PROJECT NAME: DEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA (HONGKONG)PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL-11b SUPPLY & INSTALLATION OF HDPE SDR 17 REDUCER (250mm x 200mm)Unit of Measurement: PCS.Output per day: 24.00 PCS./DAYQuantity: 28.00 PCS.



Sub-Total for A





E. Materialsa. 250mm x 200mm HDPE SDR 17 REDUCER 28.00




SUPPLY & INSTALLATION OF HDPE SDR 17 REDUCER (250mm x 200mm)


1 1.17 524.00 611.33 2 1.17 341.00 795.67 8 1.17 317.00 2,958.67

P 4,365.67


1 1.17 1,600.00 1,866.67 1 1.17 2,000.00 2,333.33 1 1.17 300.00 350.00

P 4,550.00 8,915.67


28.00 pcs. 6,879.00 192,612.00

P 192,612.00 201,527.67


247,576.74 8,842.03



PROJECT LOCATION: Zamboanga City, PhilippinesItem No./Description: SPL - 11bUnit of Measurement: pcs.Output per day: 24.00 pcs./dayQuantity: 2.00 pcs.



Sub-Total for A



Sub-Total for BC. Total (A+B)D. Output per day = 24.00 pcs./day


E. Materialsa. 250mm x 200mm HDPE Wye, SDR 17 2.00







0.08 524.00 43.67 0.08 341.00 56.83 0.08 317.00 211.33

P 311.83


0.08 1,600.00 133.33 0.08 2,000.00 166.67

P 300.00 611.83


pc. 11,106.00 22,212.00

P 22,212.00 22,823.83


27,799.43 13,899.71

Installation of HDPE Wye, SDR 17

Documents

Hongkong Sewer Pipeline