Cahumban Dupa - Copy

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)

BREAKDOWN OF EXPENDITURES % OF TOTAL AMOUNTI - ESTIMATED COST

A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . Err:509 Err:509

2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Err:509 Err:509

3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . . Err:509 2,314,959.40

4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . . Err:509 Err:509

B. INDIRECT COST:

1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . Err:509 Err:509

2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Err:509 Err:509

3. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .

4. Value Added Tax (5% of EDC, OCM and Profit) . . . . . Err:509 Err:509

5. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

C. ENVIRONMENTAL COMPLIANCE AND PERMITS

1. Concrete Cutting/Demolition & Excavation Fee Err:509 87,727.16

2. DPWH Supervision Fee Err:509 68,426.03

3. Environmental Compliance Certificate (ECC) Err:509 5,055.00S U B - T O T A L (CONTRACT COST) Err:509 Err:509

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead (2.25%) Err:509 518,760.00 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 Err:509 518,760.00

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 0.00 TOTAL ESTIMATED PROJECT COST Err:509 Err:509

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. ALFONSO

Officer-In-Charge AGM-Technical Services Group

ENGINEERING & CONSTRUCTION DEPARTMENT

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZGeneral Manager

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

Q14

not the original

of 184

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT


INDIVIDUAL PROGRAM OF WORK13-Jul-15

(Date)

PROJECT TITLE: APPROPRIATE: Err:509SOURCE OF FUNDS:

MAINLINE REPLACEMENT PROGRAM (PACKAGE 1) ISSUED OBLIGATED:

AUTHORITY RELEASED:

LOCATIONS:

CORCUERRA ST. S. VALDEROSA ST. RIZAL ST. CALENDAR DAYS TO COMPLETE: 330 C.D.

GEN. VICENTE ALVAREZ ST. SEVILLA ST. VETERANZ AVE.

P. REYES ST. VILLABOS ST.

PETTIT BARRACKS ST. ZARAGOSA ST.

CITY: ZAMBOANGA CITY

PROJECT CATEGORY: DESIRABLE STARTING DATE: UPON APPROVAL

PIPELAYINGCONTRACT / X / ADMINISTRATION / /

PROJECT DESCRIPTION:

LIMITS: Km.

LENGTH:

MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIRED

Description No. Description No. Description No. Description No.

1 Concrete Vibrator 5 CONSTRUCTION FOREMAN 1

Payloader (1.50 cu.m.), LX80-2C 1 Batching Plant (30 cu.m.) 1 SAFETY OFFICER 1

Dump Truck (10 cu.m.) 2 Concrete Screeder (5.5 Hp) 1 LABORERS 44

Concrete Cutter 4 Asphalt Distributor 1 CARPENTER 2

Backhoe 1 Power Broom 1 MASON 2

Ductile Iron Pipe-Cutter 1 Asphalt Paver (80 Hp) 1 PAINTER 1

Water Pump 4 Pneumatic Roller (10 m.t.) 1 WELDER 1

Hydro Machine 1 Tandem Steel Roller (10.1 m.t.) 1 PIPEFITTER 4

Tamper Rammer Machine 1 Asphalt Batch Plant (60-80 TPH) 1 STEELMAN 1

Plate Compactor 2 One Bagger Mixer 5 PLUMBER 4

Water Truck (1000 gal.) 3 Welding Machine 5

Transit Mixer (5 cu.m.) 4 Steel Ladder 2

Bar Cutter 1 A-Frame 2

Bar Bender 1

Cargo Truck/ Hauling Truck 1

ESTIMATED COST OF PROPOSED PROJECTS

DESCRIPTION UNIT QTY.DIRECT COST

TOTAL UNIT COST SPL-1 MOBILIZATION/DEMOBILIZATION Err:509 LOT 1.00 Err:509 Err:509 Err:509

SPL-2 CONSTRUCTION SAFETY & HEALTH PROGRAM Err:509 LOT 1.00 88,545.59 88,545.59 92,972.87

SPL-3 FINAL STAKING/LAYOUTING & POTHOLING Err:509 ln.m. 29354.17 35,606.61 1.21 1.49

SPL-4 ASPHALT CUTTING Err:509 LN.M. 1273.14 51,465.41 40.42 49.66

SPL-5 CONCRETE CUTTING Err:509 LN.M. 6480.70 336,931.59 51.99 63.87

101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENT Err:509 SQ.M. 1215.88 92,330.59 75.94 93.29 101(4)a REMOVAL OF EXISTING CONCRETE PAVEMENT Err:509 SQ.M. 2156.13 245,595.22 113.91 139.93 SPL-6 PIPELINE EXCAVATION (MANUAL EXCAVATION) Err:509 CU.M. 1664.88 576,415.49 346.22 425.33 SPL- Err:509 ln.m. 4500.00 ### 2,304.62 2,831.22

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

SPL-8 Err:509 LN.M. 48.10 335,749.62 6,980.24 8,575.23

SUPPLY/LAYING OF 2989.35 LN.M. OF 150mmØ D.I. PIPELINE

SUPPLY/LAYING OF 251.00 LN.M. OF 200mmØ D.I. PIPELINE

Backhoe w/ Pavement Breaker (0.80 cu.m.)

ITEM NO.

% OF TOTAL

ADJUSTED UNIT

LAYING OF 150mmØ G.I. PIPE, ASTM A53-90A HEAVY GAUGE, w/ STEEL FLANGE

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

of 184

SPL-9a HYDRO-TESTING & DISINFECTION WORKS (150mmØ D.I. PIPELINE) Err:509 LN.M. 2989.35 100,038.18 33.46 41.11

SPL-9b HYDRO-TESTING & DISINFECTION WORKS (200mmØ D.I. PIPELINE) Err:509 LN.M. 251.00 11,214.05 44.68 54.89

SPL-10 VALVES/FITTINGS/INTER-CONNECTION WORKS Err:509 ASSEMBLY 41.00 3,257,541.11 79,452.22 97,607.06

SPL-11 Err:509 UNITS 6.00 790,327.56 131,721.26 161,819.57

SPL-12 TRANSFER OF INDIVIDUAL SERVICELINE CONNECTION Err:509 UNIT 211.00 1,744,015.81 8,265.48 10,154.14

SPL-13 Err:509 UNITS 2.00 166,262.03 83,131.02 102,126.45

SPL-14 Err:509 UNIT 60.00 8,556,673.22 142,611.22 175,197.88

201 AGGREGATE BASE COURSE Err:509 CU.M. 547.41 516,045.53 942.70 1,158.11

200 AGGREGATE SUBBASE COURSE Err:509 CU.M. 529.75 469,095.72 885.50 1,087.84

311 (1)b PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK Err:509 SQ.M. 2156.13 2,366,711.65 1,097.67 1,348.48

302a BITUMINOUS TACK COAT (Emulsified Asphalt) Err:509 M.T. 0.89 45,069.10 50,431.26 61,954.81

310(b) BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.) Err:509 SQ.M. 13.94 7,711.80 553.37 679.82

310(b) BITUMINOUS CONCRETE SURFACE COURSE (100 mm. Thk.) Err:509 SQ.M. 96.98 107,326.75 1,106.69 1,359.57

310(b) BITUMINOUS CONCRETE SURFACE COURSE (150 mm. Thk.) Err:509 SQ.M. 1104.97 1,834,288.36 1,660.04 2,039.36

Total Direct Cost Err:509


REX D. SALE JR. EDITO M. BAUTISTA JR.

Senior Eng'r A (J.O.), CE Officer-In-Charge







LEONARDO REY D. VASQUEZ

General Manager

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

CONSTRUCTION OF CLUSTER CONNECTION (10 WATERMETER PER CLUSTER CON.)

CONSTRUCTION OF 1.00M X 1.50M CONCRETE VALVE BOX W/ PREFAB DI COVER

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Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT


Standard Form Number: SF-INFR-01 Contract Reference Number

Revised on: July 28, 2004 Name of the Contract

Location of the Contract

APPROVED BUDGET FOR THE CONTRACT

MAINLINE REPLACEMENT PROGRAM (PACKAGE 1) Zamboanga City

Length: 2,989.35 ln.m. of 150mmØ D.I. PIPELINE 251.0 ln.m. of 200mmØ D.I. PIPELINE Contract Duration: 330 Calendar Days

DESCRIPTION QUANTITY UNIT

MARK-UPS TOTAL MARK-UP

VAT TOTAL COST ITEM ESTIMATED IN PERCENT TOTAL UNIT NO. DIRECT COST

OCM PROFIT % VALUE INDIRECT COST COST

(1) (2) (3) (4) (5) (6) (7) (8)(9) (10) (11) (12) (13)

(5)X(8) 5%((5)+(9)) (9)+(10) (5)+(11) (12)/(3) FEES AND PERMITS 161,208.19 0% 0% 0% 0.00 0.00 0.00 161,208.19 0.00

SPL-1 MOBILIZATION/DEMOBILIZATION 1.00 LOT Err:509 0% 0% 0% Err:509 Err:509 Err:509 Err:509 Err:509SPL-2 1.00 LOT 88,545.59 0% 0% 0% 0.00 4,427.28 4,427.28 92,972.87 92,972.87SPL-3 FINAL STAKING/LAYOUTING & POTHOLING 29,354.17 ln.m. 35,606.61 9% 8% 17% 6,053.12 2,082.99 8,136.11 43,742.72 1.49SPL-4 ASPHALT CUTTING 1,273.14 LN.M. 51,465.41 9% 8% 17% 8,749.12 3,010.73 11,759.85 63,225.26 49.66SPL-5 CONCRETE CUTTING 6,480.70 LN.M. 336,931.59 9% 8% 17% 57,278.37 19,710.50 76,988.87 413,920.46 63.87

101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENT 1,215.88 SQ.M. 92,330.59 9% 8% 17% 15,696.20 5,401.34 21,097.54 113,428.13 93.29

101(4)a 2,156.13 SQ.M. 245,595.22 9% 8% 17% 41,751.19 14,367.32 56,118.51 301,713.73 139.93

SPL-6 1,664.88 CU.M. 576,415.49 9% 8% 17% 97,990.63 33,720.31 131,710.94 708,126.43 425.33

SPL- 4,500.00 ln.m. 10,370,768.88 9% 8% 17% 1,763,030.71 606,689.98 2,369,720.69 12,740,489.57 2,831.22

Err:509 Err:509 Err:509 Err:509 Err:509 9% 8% 17% Err:509 Err:509 Err:509 Err:509 Err:509

SPL-8 48.10 LN.M. 335,749.62 9% 8% 17% 57,077.44 19,641.35 76,718.79 412,468.41 8,575.23

SPL-9a 2,989.35 LN.M. 100,038.18 9% 8% 17% 17,006.49 5,852.23 22,858.72 122,896.90 41.11

SPL-9b 251.00 LN.M. 11,214.05 9% 8% 17% 1,906.39 656.02 2,562.41 13,776.46 54.89

SPL-10 41.00 ASSEMBLY 3,257,541.11 9% 8% 17% 553,781.99 190,566.16 744,348.15 4,001,889.26 97,607.06

SPL-11 6.00 UNITS 790,327.56 9% 8% 17% 134,355.69 46,234.16 180,589.85 970,917.41 161,819.57

CONSTRUCTION SAFETY & HEALTH PROGRAM

REMOVAL OF EXISTING CONCRETE PAVEMENT

PIPELINE EXCAVATION (MANUAL EXCAVATION)



HYDRO-TESTING & DISINFECTION WORKS (150mmØ D.I. PIPELINE)

HYDRO-TESTING & DISINFECTION WORKS (200mmØ D.I. PIPELINE)

VALVES/FITTINGS/INTER-CONNECTION WORKS


of 184

SPL-12 211.00 UNIT 1,744,015.81 9% 8% 17% 296,482.69 102,024.93 398,507.62 2,142,523.43 10,154.14

SPL-13 2.00 UNITS 166,262.03 9% 8% 17% 28,264.55 9,726.33 37,990.88 204,252.91 102,126.45

SPL-14 60.00 UNIT 8,556,673.22 9% 8% 17% 1,454,634.45 500,565.38 1,955,199.83 10,511,873.05 175,197.88

201 AGGREGATE BASE COURSE 547.41 CU.M. 516,045.53 9% 8% 17% 87,727.74 30,188.66 117,916.40 633,961.93 1,158.11200 AGGREGATE SUBBASE COURSE 529.75 CU.M. 469,095.72 9% 8% 17% 79,746.27 27,442.10 107,188.37 576,284.09 1,087.84

311 (1)b 2,156.13 SQ.M. 2,366,711.65 9% 8% 17% 402,340.98 138,452.63 540,793.61 2,907,505.26 1,348.48

302a BITUMINOUS TACK COAT (Emulsified Asphalt) 0.89 M.T. 45,069.10 9% 8% 17% 7,661.75 2,636.54 10,298.29 55,367.39 61,954.81

310(b) 13.94 SQ.M. 7,711.80 9% 8% 17% 1,311.01 451.14 1,762.15 9,473.95 679.82

310(b) 96.98 SQ.M. 107,326.75 9% 8% 17% 18,245.55 6,278.62 24,524.17 131,850.92 1,359.57

310(b) 1,104.97 SQ.M. 1,834,288.36 9% 8% 17% 311,829.02 107,305.87 419,134.89 2,253,423.25 2,039.36

TOTAL Err:509 Err:509


REX D. SALE JR. EDITO M. BAUTISTA JR.

Senior Eng'r A (J.O.), CE Officer-In-Charge







LEONARDO REY D. VASQUEZ

General Manager

TRANSFER OF INDIVIDUAL SERVICELINE CONNECTION

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

BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.)



N40

deducted by 0.01

GANTT CHART

Project : MAINLINE REPLACEMENT PROGRAM (PACKAGE 1) Location : CORCUERRA ST.

Total Estimated Project Cost : Err:509 Project Duration : FORTY (88) CALENDAR DAYS

Particulars Amounts % Perfected

NON ENGINEERING BASIC COST

- FEES AND PERMITS Php 161,208.19 Err:509

SPL-1 MOBILIZATION/DEMOBILIZATION Err:509 Err:509

SPL-2 CONSTRUCTION SAFETY & HEALTH PROGRAM Php 92,972.87 Err:509

SPL-3 FINAL STAKING/LAYOUTING & POTHOLING Php 43,742.72 Err:509

SPL-4 ASPHALT CUTTING Php 63,225.26 Err:509

SPL-5 CONCRETE CUTTING Php 413,920.46 Err:509

101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENT Php 113,428.13 Err:509

101(4)a REMOVAL OF EXISTING CONCRETE PAVEMENT Php 301,713.73 Err:509

SPL-6 PIPELINE EXCAVATION (MANUAL EXCAVATION) Php 708,126.43 Err:509

SPL- LAYING OF 150mmØ G.I. PIPE, ASTM A53-90A HEAVY GAUGE, w/ STEEL FLANGE Php 12,740,489.57 Err:509

Err:509### Err:509 Err:509

SPL-8 DRAINAGE CROSSING WITH CONCRETE ENCASEMENT (150mmØ D.I. PIPELINE) Php 412,468.41 Err:509

SPL-9a HYDRO-TESTING & DISINFECTION WORKS (150mmØ D.I. PIPELINE) Php 122,896.90 Err:509

SPL-9b HYDRO-TESTING & DISINFECTION WORKS (200mmØ D.I. PIPELINE) Php 13,776.45 Err:509

SPL-10 VALVES/FITTINGS/INTER-CONNECTION WORKS Php 4,001,889.26 Err:509

SPL-11 INSTALLATION OF SIX (6) UNITS - 150mm Ø FIRE HYDRANT W/ 63mmØ HOSE PUMPER Php 970,917.40 Err:509

SPL-12 TRANSFER OF INDIVIDUAL SERVICELINE CONNECTION Php 2,142,523.41 Err:509

SPL-13 CONSTRUCTION OF CLUSTER CONNECTION (10 WATERMETER PER CLUSTER CON.) Php 204,252.90 Err:509

SPL-14 CONSTRUCTION OF 1.00M X 1.50M CONCRETE VALVE BOX W/ PREFAB DI COVER Php 10,511,873.05 Err:509

201 AGGREGATE BASE COURSE Php 633,961.93 Err:509

200 AGGREGATE SUBBASE COURSE Php 576,284.09 Err:509

311 (1)b PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK Php 2,907,505.26 Err:509

302a BITUMINOUS TACK COAT (Emulsified Asphalt) Php 55,367.39 Err:509

310(b) BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.) Php 9,473.94 Err:509

310(b) BITUMINOUS CONCRETE SURFACE COURSE (100 mm. Thk.) Php 131,850.92 Err:509

310(b) BITUMINOUS CONCRETE SURFACE COURSE (150 mm. Thk.) Php 2,253,423.25 Err:509

TOTAL CONTRACT COST Err:509 Err:509 CASH OUTLAY REQUIREMENT TARGETED COMPLETION THIS PERIOD COMMULATIVE COMPLETION TO DATE

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME: MAINLINE REPLACEMENT PROGRAM (PACKAGE 1)

PROJECT LOCATION:

Item No./Description: SPL-1 MOBILIZATION/DEMOBILIZATION

Unit of Measurement: LOT

Output per day: N/A

Quantity: 1.00 LOT

Designation No. Person No. of Days Daily Rate Amount

A. Labor

N/A

Sub-Total for A P -

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

B. Equipment

N/A

Sub-Total for B P

C. Total (A+B) - D. Output per day = N/A

Name and Specifications Quantity Unit Unit Cost Amount

E. Mobilization/Demobilization

Estimated Direct Cost Err:509 Mob./Demo (1.0% of E.D.C.) Err:509

Sub-Total for E P Err:509

F. Direct Cost (C+E) Err:509

G. Overhead, Contingencies & Miscellaneous 0% per D.O. 22 s 2015 Err:509

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 Err:509

I. Value Added Tax (VAT) 5% per D.O. 22 s 2015 Err:509

J. Total Cost Err:509

k. Total Unit Cost Err:509

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

Note: Per D.O. 22 series 2015, Mobilization/Demobilization should not exceed 1% of estimated Direct Cost



PROJECT LOCATION:

Item No./Description: FEES AND PERMITS


Output per day: N/A

Quantity: 1.00 LOT


A. Labor

N/A

Sub-Total for A P


B. Equipment

N/A

Sub-Total for B P

C. Total (A+B)D. Output per day = N/A


E. Fees

a. Concrete Cutting/Demolition & Excavation Fee 1.00 lot 87,727.16 87,727.16

b. DPWH Supervision Fee 1.00 lot 68,426.03 68,426.03

c. Environmental Compliance Certificate (ECC) 1.00 lot 5,055.00 5,055.00

Sub-Total for E P 161,208.19

F. Direct Cost (C+E) 161,208.19

G. Overhead, Contingencies & Miscellaneous 0% per D.O. 22 s 2015 -

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 161,208.19


k. Total Unit Cost 161,208.19

of 184



PROJECT LOCATION:

Item No./Description: SPL-2 CONSTRUCTION SAFETY & HEALTH PROGRAM


Output per day: N/A

Quantity: 1.00 LOT


A. Labor

a. Safety Officer 1 6 524.00 3,144.00

b. Laborers 2 6 317.00 3,804.00

c. Painter 1 6 366.00 2,196.00

d. Carpenter 1 6 366.00 2,196.00

Sub-Total for A P 11,340.00


B. Equipment

N/A

Sub-Total for B P

C. Total (A+B) 11,340.00 D. Output per day = N/A


E. Materials

Project Signage

a. 1.20m x 2.40m Tarpaulin (Project Signage) including Layout and Printing 10.00 units 787.50 7,875.00

b. 100 pcs. - 2" x 2" x 10' Coco Lumber 333.33 bd.ft. 20.00 6,667.00

c. 120 pcs. - 2" x 3" x 10' Coco Lumber 600.00 bd.ft. 20.00 12,000.00

d. *12mm Thk x 1.20m x 2.40m Ordinary Plywood 20.00 shts. 950.00 19,000.00

e. 3" C.W. Nail 10.00 kgs. 80.00 800.00

f. 4" C.W. Nail 10.00 kgs. 80.00 800.00

g. Polyethelyne Warning Tape, 3"W x 1000ft/roll 10.63 rolls 1,400.00 14,879.69

A-Frame Barricade (20 units)

a. 42 pcs. - 2"x 2"x 10' Coco Lumber 140.00 bd.ft. 20.00 2,800.00

b. *12mm Thk x 1.20m x 2.40m Ordinary Plywood 4.00 shts. 950.00 3,800.00

c. 3" C.W. Nail 3.00 kgs. 80.00 240.00

d. 4" C.W. Nail 3.00 kgs. 80.00 240.00

e. Gloss Latex Paint (Caterpillar Yellow) 2.00 gals. 937.75 1,875.50

f. Gloss Latex Paint (Black) 2.00 gals. 683.55 1,367.10

g. Baby Roller w/ Tray 2.00 pcs. 85.00 170.00

h. 2" Paint Brush 2.00 pcs. 35.00 70.00

i. 3" Paint Brush 2.00 pcs. 65.00 130.00

j. 3" Width Reflectorized Sticker 20.00 ln.ft. 37.00 740.00


of 184

Pole Barricade (20 units)

a. 10 pcs. - 2" x 2" x 12' Coco Lumber 40.00 bd.ft. 20.00 800.00

b. 1-1/2" C.W. Nail 1.00 kg. 80.00 80.00

c. Portland Cement 2.00 bags 265.00 530.00

d. Washed Sand 0.10 cu.m 1,000.00 100.00

e. Gravel (G1) 0.25 cu.m 1,000.00 250.00

f. 3" Width Reflectorized Sticker 10.00 ln.ft. 37.00 370.00

g. Gloss Latex Paint (Caterpillar Yellow) 1.00 gal. 937.75 937.75

h. Gloss Latex Paint (Black) 1.00 gal. 683.55 683.55





I. Value Added Tax (VAT) 5% per D.O. 22 s 2015 4,427.28



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


PROJECT NAME:

PROJECT LOCATION:

Item No./Description: SPL- CLEARING AND GRUBBING WORKS

Unit of Measurement: ln.m.

Output per day: 2,295.00 ln.m./day

Quantity: 29,354.17 ln.m.

Designation No. Person No. of Days

A. Labor

a. Construction Foreman 1 12.79

b. Laborer 6 12.79

Sub-Total for A

Name and Capacity No. of Units No. of Days

B. Equipment

N/A

Sub-Total for B

C. Total (A+B)D. Output per day = 2,295.00 ln.m.

Name and Specifications Quantity Unit

E. Materials

N/A

Sub-Total for E

F. Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous 9%

H. Contractor's Profit (CP) 8%

I. Value Added Tax (VAT) 5%

J. Total Cost

k. Total Unit Cost


No. of Days Daily Rate Amount

12.79 524.00 6,702.22

12.79 317.00 24,327.51

P 31,029.72


P -

31,029.72

Unit Unit Cost Amount

P -

31,029.72

per D.O. 22 s 2015 2,792.67

per D.O. 22 s 2015 2,482.38

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 & POTHOLING


Output per day: 2,000.00 ln.m./day



A. Labor

a. Construction Foreman 1 14.68 524.00 7,690.79

b. Laborer 6 14.68 317.00 27,915.82



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 35,606.61 D. Output per day = 2,000.00 ln.m.


E. Materials

N/A

Sub-Total for E P -


G. Overhead, Contingencies & Miscellaneous 9% per D.O. 22 s 2015 3,204.59

H. Contractor's Profit (CP) 8% per D.O. 22 s 2015 2,848.53



k. Total Unit Cost 1.49



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 CITY

Item No./Description: SPL-4 FINAL STAKING/LAY-OUTING/LINE AND GRADE

Unit of Measurement: LN.M.

Output per day: 363.10 LN.M./DAY

Quantity: 726.20 LN.M.


A. Labor

a. Construction Foreman 1 2 524.00 1,048.00

b. Laborers 1 2 317.00 634.00

c. Skilled Worker 1 2 366.00 732.00



B. Equipment

N/A

Sub-Total for B P

C. Total (A+B) 2,414.00 D. Output per day = 363.10 LN.M./DAY


E. Materials

N/A

Sub-Total for E P


G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011 144.84

H. Contractor's Profit (CP) 8% per D.O. 29 s 2011 193.12

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 330.24





PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST.,

Item No./Description: HAULING OF MATERIALS (Sand)

Unit of Measurement: CU.M.

Output per day: 24.00 CU.M./DAY

Quantity: #NAME? CU.M.


A. Labor

a. Laborers 8 #NAME? 317.00 #NAME?

Sub-Total for A P #NAME?


B. Equipment

a. Dump Truck (3 cu.m.) 2 #NAME? 10,816.00 #NAME?

Minor Tools (10%) #NAME?

Sub-Total for B P #NAME?

C. Total (A+B) #NAME?D. Output per day = 24.00 CU.M./DAY


E. Materials

N/A

Sub-Total for E P

F. Direct Cost (C+E) #NAME?

G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011 #NAME?

H. Contractor's Profit (CP) 0% per D.O. 29 s 2011 #NAME?

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011 #NAME?

J. Total Cost #NAME?

k. Total Unit Cost #NAME?




Item No./Description: HAULING OF MATERIALS (Item 200)



Quantity: 0.09 CU.M.


A. Labor

a. Laborers 8 0 317.00 9.99

Sub-Total for A P 9.99


B. Equipment

a. Dump Truck (3 cu.m.) 2 0 10,816.00 85.25

Minor Tools (10%) 1.00

Sub-Total for B P 86.25

C. Total (A+B) 96.24 D. Output per day = 24.00 CU.M./DAY


E. Materials

N/A

Sub-Total for E P

F. Direct Cost (C+E) 96.24




J. Total Cost 102.02





Item No./Description: HAULING OF MATERIALS (Item 201)





A. Labor

a. Laborers 8 0 317.00 10.58



B. Equipment

a. Dump Truck (3 cu.m.) 2 0 10,816.00 90.28



C. Total (A+B) 101.86 D. Output per day = 24.00 CU.M./DAY


E. Materials

N/A

Sub-Total for E P

F. Direct Cost (C+E) 101.86




J. Total Cost 107.98





Item No./Description: HAULING OF MATERIALS (PVC Pipes, Valves, Fittings and Accessories)


Output per day: N/A

Quantity: 1.00 LOT


A. Labor

a. Laborers 8 2 317.00 5,072.00



B. Equipment

a. Boom Truck 1 2 7,698.00 15,396.00


Sub-Total for B P 15,903.00



E. Materials

N/A

Sub-Total for E P










Item No./Description: HAULING OF MATERIALS (Cement, Sand and Gravel for Restoration)


Output per day: N/A

Quantity: 1.00 LOT


A. Labor

a. Laborers 8 12 317.00 30,432.00



B. Equipment

a. Dump Truck (3 cu.m.) 2 12 10,816.00 259,584.00

Minor Tools (10%) 3,043.00




E. Materials

N/A

Sub-Total for E P










Item No./Description: SPL-5 POTHOLING





A. Labor

a. Construction Foreman 1 0.59 524.00 311.49

b. Laborers 6 0.59 317.00 1,130.63

c. Skilled Worker 1 0.59 366.00 217.57



B. Equipment

N/A

Sub-Total for B P

C. Total (A+B) 1,659.69 D. Output per day = 5.40 CU.M./DAY


E. Materials

N/A

Sub-Total for E P








PROJECT NAME:

PROJECT LOCATION:

Item No./Description: SPL-

Unit of Measurement: lot

Output per day: ln.m./day

Quantity: 1.00 lot


A. Labor


b. Laborer 12 62.00

Sub-Total for A


B. Equipment

a. Boom Truck 2 62

b. Mini Dumptruck 4 28

Sub-Total for B

C. Total (A+B)D. Output per day =


E. Materials

N/A

Sub-Total for E


G. Overhead, Contingencies & Miscellaneous 9% per D.O. 22 s 2015

H. Contractor's Profit (CP) 8% per D.O. 22 s 2015

I. Value Added Tax (VAT) 5% per D.O. 22 s 2015

HAULING OF MATERIALS (from property to annex ZCWD - Cabonegro)

J. Total Cost

k. Total Unit Cost



62.00 524.00 32,488.00

62.00 317.00 235,848.00

P 268,336.00


62 7,697.60 954,502.40

28 8,816.00 987,392.00

P 1,941,894.40

2,210,230.40


P -

2,210,230.40

per D.O. 22 s 2015 198,920.74

per D.O. 22 s 2015 176,818.43

per D.O. 22 s 2015 129,298.48

(from property to annex ZCWD - Cabonegro)

2,715,268.05

2,715,268.05


PROJECT NAME:

PROJECT LOCATION:



Output per day: 77.68 ln.m./day



A. Labor


b. Laborer 120 95.00

Sub-Total for A


B. Equipment

N/A

Sub-Total for B

C. Total (A+B)D. Output per day =


E. Materials

N/A

Sub-Total for E





J. Total Cost

k. Total Unit Cost

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


7380

95

77.6842105


95.00 524.00 49,780.00

95.00 317.00 3,613,800.00

P 3,663,580.00


P -

3,663,580.00


P -

3,663,580.00

per D.O. 22 s 2015 329,722.20

per D.O. 22 s 2015 293,086.40

per D.O. 22 s 2015 214,319.43

4,500,708.03

609.85

(from annex ZCWD - Cabonegro to water source)

of 184


PROJECT NAME:

PROJECT LOCATION:






A. Labor


b. Pipefitter 2 95 341.00 64,790.00

c. Welder 1 95 366.00 34,770.00

d. Laborer 26 95 317.00 782,990.00



B. Equipmenta. 1 22 3,128.00 68,816.00

b. Angle Grinder 1 22 603.04 13,266.88

c. Chain Block 2 95 300.00 57,000.00


C. Total (A+B) 1,071,412.88 D. Output per day = 47.37 ln.m./day


E. Materialsa. 751 pcs. 11,695.00 8,782,945.00

b. 3120 pcs. 125.00 390,000.00

c. 6mm. Thk. Rubber Gasket 1560 kgs. 79.00 123,240.00

d. 6011 Welding Rod 21 kgs. 151.00 3,171.00

Sub-Total for E P 9,299,356.00

F. Direct Cost (C+E) 10,370,768.88




J. Total Cost 12,740,489.57



Generator Set/ Welding Machine, w/ complete accessories w/

fuel

150mm.Ø x 6.00m. G.I. Pipe, ASTM-90A Heavy Gauge, w/

Steel Flange in accordance to AWWA C207 Class E, Welded

on Both Side19mm.Ø x 88mm. Stainless Steel Hex. Head Bolt w/ Nut &

Washers

F10

Windows7: ok


PROJECT NAME: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT

- Construction of Concrete Pipe Support

PROJECT LOCATION: Cahumban, Brgy. Tolosa, Zamboanga City

Item No./Description: 103(1)a

Unit of Measurement: cu.m.

Output per day: 160.00 cu.m./day

Quantity: 248.00 cu.m.

Designation No. Person

A. Labor

a. Construction Foreman 1

b. Laborer 3

c. Laborer (substitute for dump truck and backhoe) 69

Sub-Total for A

Name and Capacity No. of Units

B. EquipmentN/A

Sub-Total for B

C. Total (A+B)D. Output per day = 160.00 cu.m./day

Name and Specifications Quantity

E. MaterialsN/A

Sub-Total for E





J. Total Cost

STRUCTURE EXCAVATION (Common Soil)

F10

Windows7: ok

k. Total Unit Cost


PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT


Cahumban, Brgy. Tolosa, Zamboanga City

No. of Days Daily Rate AmountComputation:

Length of Pipe (m)

1.55 524.00 812.20 4,500.00 3

1.55 317.00 1,474.05

1.55 317.00 33,903.15

P 36,189.40


dumptruck 2backhoe 1

P -

36,189.40


P -

36,189.40

per D.O. 22 s 2015 3,257.05

per D.O. 22 s 2015 2,895.15

per D.O. 22 s 2015 2,117.08

44,458.68

(Common Soil)

Spacing of Pipe

Support (m)

179.27

Computation:

# of Pipe SupportVol/support (cu.m.) Total Vol.

Column Footing (cu.m.)

1,501.00 0.165 248

10,816.00 21,632.00 12,296.00 12,296.00

33,928.00





Item No./Description: 405





A. Labor

a. Construction Foreman 1 16

b. Mason 4 16

c. Laborer 8 16

d. Laborer (substitute for one bagger mixer & water truck) 5 16

Installation of Formworks

a. Carpenters 2 16

b. Laborer 4 16

Sub-Total for A


B. Equipmenta. Concrete Vibrator 1 16

Sub-Total for B



E. Materialsa. Portland Cement 1,770 bags

b. Washed Sand 94 cu.m.

c. Gravel (G-3/4) 124 cu.m.

STRUCTURAL CONCRETE CLASS A (Minor Structure)

F11

Windows7: ok

d. 12mm. Thk x 1.20m x 2.40m Ordinary Plywood (4 uses) 47 shts.

e. 2" x 3" x 10' Coco Lumber (4 uses) 1,876 bd.ft.

f. 2" x 4" x 10' Coco Lumber (4 uses) 1,666 bd.ft.

g. 2" C.W. Nail 47 kgs.

h. 4" C.w. Nail 240 kgs.

Sub-Total for E





J. Total Cost

k. Total Unit Cost


PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT Computation:

- Construction of Concrete Pipe Support# of Pipe Support


4,500.00 3 1,501.00

Column Area:


16 524.00 8,384.00

16 366.00 23,424.00

16 317.00 40,576.00

16 317.00 25,360.00 1,376.00 1,065.00

16 366.00 11,712.00

16 317.00 20,288.00

P 129,744.00


16 972.00 15,552.00

P 15,552.00

145,296.00


bags 280.00 495,600.00 1770cu.m. 900.00 84,600.00 94cu.m. 900.00 111,600.00 124

Length of Pipe

(m)

Spacing of Pipe

Support (m)

(Minor Structure)

shts. 850.00 39,950.00 47bd.ft. 20.00 37,520.00 1,876bd.ft. 20.00 33,320.00 1,666.00 kgs. 53.00 2,491.00 kgs. 86.00 20,640.00

P 825,721.00

971,017.00

per D.O. 22 s 2015 87,391.53

per D.O. 22 s 2015 77,681.36

per D.O. 22 s 2015 56,804.49

1,192,894.38

6,739.52

Vol/support (cu.m.) Total Vol. Add 7% Waste

Column Footing (cu.m.) (cu.m.)

0.055 0.055 165 177

1.05 sq.m.

16 22,016.00 1.12 1,192.80

23,208.80

1327.5165.9375





Item No./Description: 404(2)

Unit of Measurement: kg.

Output per day: 1,440.00 kg./day

Quantity: 25,081.71 kg.


A. Labor


b. Steelman 2

c. Laborer 8

Sub-Total for A


B. Equipmenta. Bar Cutter 1

b. Bar Bender 1

c. Cargo Truck (10T, 270Hp) 1

Sub-Total for B

C. Total (A+B)D. Output per day = 1,440.00 kg./day


E. Materialsa. 13,058.70

b. 12,023.01

c. #16 G.I. Tie-wire 826

Sub-Total for E





J. Total Cost

k. Total Unit Cost

REINFORCING STEEL BAR, GRADE 40 (Minor Structures)

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


F10

Windows7: ok





No. of Days Daily Rate AmountComputation:

Length of Pipe (m)

17.42 524.00 9,126.96 4,500.00 3

17.42 366.00 12,749.87

17.42 317.00 44,171.68

P 66,048.50


dumptruck 29 1,758.00 15,822.00 backhoe 19 2,812.00 25,308.00 3 8,816.00 26,448.00

P 67,578.00

133,626.50


kgs. 43.152 563,509.02 2,450.00 5.33kgs. 43.2432 519,913.91 3,250.00 3.7kgs. 70.00 57,820.00

P 1,141,242.93

1,274,869.43

per D.O. 22 s 2015 114,738.25

per D.O. 22 s 2015 101,989.55

per D.O. 22 s 2015 74,579.86

1,566,177.09

62.44


Spacing of Pipe

Support (m)

Computation:

# of Pipe SupportRebars/support (kg.) Total Weight of Rebars (kgs.)

12mmØ 10mmØ 12mmØ 10mmØ

1,501.00 8.7 8.01 13,058.70 12,023.01

10,816.00 21,632.00 12,296.00 12,296.00

33,928.00

8.70 8.01 0.55

13,058.50 43.1519699812383 563,500.00 12,025.00 43.2432432432432 520,000.00

Total (kgs.)Tie-wire

Total (kgs.)per support

25,081.71 0.55 826.00



- Creek Crossing







A. Labor


b. Laborer 3

c. Laborer (substitute for dump truck and backhoe) 267

Sub-Total for A


B. EquipmentN/A

Sub-Total for B



E. MaterialsN/A

Sub-Total for E





J. Total Cost


F10

Windows7: ok

k. Total Unit Cost



- Creek Crossing


47.368421053

No. of Days Daily Rate Amount3 cu.m.

3.6 cu.m.6.6 cu.m.

0.04 524.00 20.96

0.04 317.00 38.04

0.04 317.00 3,385.56

P 3,444.56


dumptruck 2 10,816.00 backhoe 1 12,296.00

0.1

P -

3,444.56


P - 0 3,444.56

per D.O. 22 s 2015 310.01

per D.O. 22 s 2015 275.56

per D.O. 22 s 2015 201.51

4,231.64

(Common Soil)

641.16

2,163.20 8 1,229.60 8 3,392.80

00



- Creek Crossing







A. Labor


b. Mason 4

c. Laborer 8

d. Laborer (substitute for one bagger mixer & water truck) 56


a. Carpenters 2

b. Laborer 4

Sub-Total for A


B. Equipmenta. Concrete Vibrator 1

Sub-Total for B



E. Materialsa. Portland Cement 25

b. Washed Sand 1.50

c. Gravel (G-3/4) 2

d. 12mm. Thk x 1.20m x 2.40m Ordinary Plywood (4 uses) 2

e. 2" x 3" x 10' Coco Lumber (4 uses) 50

f. 2" x 4" x 10' Coco Lumber (4 uses) 80

g. 2" C.W. Nail 2


F10

Windows7: ok

h. 4" C.w. Nail 5

Sub-Total for E





J. Total Cost

k. Total Unit Cost



- Creek Crossing


47.368421053


0.22 524.00 115.28

0.22 366.00 322.08

0.22 317.00 557.92

0.22 317.00 3,905.44 1,376.00 2 2,752.00 1,065.00 1.12 1,192.80

3,944.80 0.22 366.00 161.04

0.22 317.00 278.96

P 5,340.72


0.22 972.00 213.84

P 213.84

5,554.56


bags 280.00 7,000.00

cu.m. 900.00 1,350.00

cu.m. 900.00 1,800.00 shts. 850.00 1,700.00 bd.ft. 20.00 1,000.00 50bd.ft. 20.00 1,600.00 80kgs. 53.00 106.00


kgs. 86.00 430.00

P 14,986.00 14986 20,540.56

per D.O. 22 s 2015 1,848.65

per D.O. 22 s 2015 1,643.24

per D.O. 22 s 2015 1,201.62

25,234.07

10,093.63

18.752.34375



- Creek Crossing





Quantity: 191.64 kg.


A. Labor


b. Steelman 2

c. Laborer 8

Sub-Total for A



b. Bar Bender 1


Sub-Total for B



E. Materialsa. 132.44

b. 59.20

c. #16 G.I. Tie-wire 6

Sub-Total for E





J. Total Cost




F10

Windows7: ok

k. Total Unit Cost



- Creek Crossing



0.13 524.00 69.74

0.13 366.00 97.42

0.13 317.00 337.50

P 504.65


dumptruck 2 10,816.00 0.13 1,758.00 233.96 backhoe 1 12,296.00 0.13 2,812.00 374.23 0.02 8,816.00 176.32

P 784.51

1,289.16


kgs. 42.60 5,641.94 2,450.00 5.33 13,058.50 kgs. 42.70 2,527.84 3,250.00 3.7 12,025.00 kgs. 70.00 420.00

P 8,589.78 8589.784 9,878.95

per D.O. 22 s 2015 889.11

per D.O. 22 s 2015 790.32

per D.O. 22 s 2015 577.92

12,136.30


21,632.00 12,296.00 33,928.00

43.1519699812383 563,500.00 43.2432432432432 520,000.00

99.3312.41625



- Creek Crossing


Item No./Description: SPL-1 Cable Works



Quantity: 20.00 ln.m.


A. Labor


b. Laborer 8 2.00

Sub-Total for A


B. Equipmenta. Chain Block 2 2

b. Wire Rope Grip/ Pull Lifting Machines (Winch) 2 1 c. 1 2

d. Angle Grinder 1 2

Sub-Total for B

C. Total (A+B)D. Output per day = 10.00 ln.m./day


E. Materialsa. 16mm.Ø x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Rope 20 ln.mtrs.

b. 10mm.Ø x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Rope 10 ln.mtrs.

c. 16mm.Ø x 200mm. M.S. Anchor Bolt w/ Nut & Washers 6 pcs.

d. 12mm.Ø x 38mm. Stainless Steel Bolt w/ Nut & Washer 12 pcs.

e. 6mm. thk. x 50mm. x 6.00m. M.S. Flat Bar 1 pc.

f. 10mm.Ø G.I. Wire Rope Clip, Heavy Duty 24 pcs.

g. 16mm.Ø G.I. Extra Heavy Wire Rope Thimbles 2 pcs.

Generator Set/ Welding Machine w/ complete accessories

(w/fuel)

F10

Windows7: ok

h. 16mm.Ø G.I. Wire Rope Clip, Heavy Duty 6 pcs.

i. 25mm.Ø x 200mm. G.I. Turnbuckle (Hook & Eye) 2 pcs.

j 10mm.Ø x 6.00m. Plain Round Bar 1 pc.

k 19mm.Ø x 6.00m. Plain Round Bar 1 pc.

l. 4" Grinding Disc 2 pcs.

Sub-Total for E





J. Total Cost

k. Total Unit Cost



- Creek Crossing


47.368421053


2.00 524.00 1,048.00

2.00 317.00 5,072.00

P 6,120.00


dumptruck 2 10,816.00 2 300.00 1,200.00 backhoe 1 12,296.00 1 1,500.00 3,000.00 2 3,440.00 6,880.00

0.12 300.00 600.00

P 11,680.00

17,800.00


ln.mtrs. 316.00 6,320.00

ln.mtrs. 241.00 2,410.00

pcs. 190.00 1,140.00 pcs. 38.00 456.00 pc. 865.00 865.00 pcs. 13.00 312.00 pcs. 28.00 56.00

pcs. 29.00 174.00 pcs. 374.00 748.00 pc. 210.00 210.00 pc. 641.00 641.00 pcs. 140.00 280.00

P 13,612.00 13612 31,412.00

per D.O. 22 s 2015 2,827.08

per D.O. 22 s 2015 2,512.96

per D.O. 22 s 2015 1,837.60

38,589.64

1,929.48

2,163.20 1,229.60 3,392.80

151.875



- Construction of Intake Structure


Item No./Description: SPL-1 CLEARING AND GRUBBING

Unit of Measurement: sq.m.

Output per day: 100.00 sq.m./day

Quantity: 489.00 sq.m.


A. Labor


b. Laborer 34 4.89 366.00 60,851.16



B. EquipmentN/A

Sub-Total for B P -

C. Total (A+B) 63,413.52 D. Output per day = 100.00 sq.m./day


E. MaterialsN/A

Sub-Total for E P -







F10

Windows7: ok










A. Labor


b. Laborer 3 0.10

c. Laborer (substitute for dump truck and backhoe) 107 0.10

Sub-Total for A


B. EquipmentN/A

Sub-Total for B



E. MaterialsN/A

Sub-Total for E




F10

Windows7: ok



J. Total Cost

k. Total Unit Cost





47.368421053


0.10 524.00 52.40

0.10 317.00 95.10

0.10 317.00 3,391.90

P 3,539.40



0.1

P -

3,539.40


P - 0 3,539.40

per D.O. 22 s 2015 318.55

per D.O. 22 s 2015 283.15

per D.O. 22 s 2015 207.06

4,348.16

310.14

2,163.20 1,229.60 3,392.80

00










A. Labor

a. Construction Foreman 1 2

b. Mason 4 2

c. Laborer 8 2

d. Laborer (substitute for one bagger mixer & water truck) 6 2


a. Carpenters 2 2

b. Laborer 4 2

Sub-Total for A


B. Equipmenta. Concrete Vibrator 1 2

Sub-Total for B



E. Materialsa. Portland Cement 268 bags

b. Washed Sand 15.50 cu.m.

c. Gravel (G-3/4) 20 cu.m.

d. 12mm. Thk x 1.20m x 2.40m Ordinary Plywood (4 uses) 18 shts.


F10

Windows7: ok

e. 2" x 3" x 10' Coco Lumber (4 uses) 500 bd.ft.

f. 2" x 4" x 10' Coco Lumber (4 uses) 100 bd.ft.

g. 2" C.W. Nail 18 kgs.

h. 4" C.w. Nail 6 kgs.

Sub-Total for E





J. Total Cost

k. Total Unit Cost





47.368421053


2 524.00 1,048.00

2 366.00 2,928.00

2 317.00 5,072.00

2 317.00 3,804.00 1,376.00 2 2,752.00 1,065.00 1.12 1,192.80

3,944.80 2 366.00 1,464.00

2 317.00 2,536.00

P 16,852.00


2 972.00 1,944.00

P 1,944.00

18,796.00


bags 280.00 75,040.00

cu.m. 900.00 13,950.00

cu.m. 900.00 18,000.00 shts. 850.00 15,300.00

(Minor Structure)

bd.ft. 20.00 10,000.00 bd.ft. 20.00 2,000.00 kgs. 53.00 954.00 kgs. 86.00 516.00

P 135,760.00 135760 154,556.00

per D.O. 22 s 2015 13,910.04

per D.O. 22 s 2015 12,364.48

per D.O. 22 s 2015 9,041.53

189,872.05

6,922.06

20125.125








Quantity: 2,536.57 kg.


A. Labor


b. Steelman 2

c. Laborer 8

Sub-Total for A



b. Bar Bender 1


Sub-Total for B



E. Materialsa. 1,679.86

b. 179.74

c. 219.45

d. 457.52

e. #16 G.I. Tie-wire 34

Sub-Total for E





J. Total Cost






F10

Windows7: ok

k. Total Unit Cost






1.76 524.00 923.03

1.76 366.00 1,289.42

1.76 317.00 4,467.18

P 6,679.63


dumptruck 2 10,816.00 1 1,758.00 1,758.00 backhoe 1 12,296.00 1 2,812.00 2,812.00 0 8,816.00 -

P 4,570.00

11,249.63


kgs. 44.38 74,552.19 2,450.00 5.33 13,058.50 kgs. 42.60 7,656.92 3,250.00 3.7 12,025.00 kgs. 44.06 9,668.97

kgs. 42.67 19,522.38

kgs. 70.00 2,380.00

P 113,780.46 113780.4562 125,030.09

per D.O. 22 s 2015 11,252.71

per D.O. 22 s 2015 10,002.41

per D.O. 22 s 2015 7,314.26

153,599.47


21,632.00 12,296.00 33,928.00

43.1519699812383 563,500.00 43.2432432432432 520,000.00

1259.895157.486875





Item No./Description: SPL-2 STEEL WORKS

Unit of Measurement: sq.m.

Output per day: 0.48 sq.m./day

Quantity: 2.36 sq.m.


A. Labor


b. Welder 1

c. Laborer 2

Sub-Total for A


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

b. Angle Grinder 1

c. Acetylene Cutting Outfit 1

Sub-Total for B

C. Total (A+B)D. Output per day = 0.48 sq.m./day


E. Materialsa. 5mm. Thk x 1.20m x 2.40m M.S. Steel Plate (checkered) 1.00

b. 5mm. Thk x 50mm x 50mm x 6.00m M.S. Angle Bar 1.00

c. 1.00

d. 1.20m Width Stainless Steel Wire Mesh (3mm. Mesh) 1.00

e. 5mm. Thk x 50mm x 6.00m Stainless Steel Flat Bar 2

f. 1

g. Stainless Welding Rod 1

h. 6011 Welding Rod 1

i. Hacksaw Blade 8

j. 4

k. Metal Primer 1

l. Acetylene (content only) 1

5mm. Thk x 50mm x 50mm x 6.00m Stainless Steel Angle Bar

10mm.Ø x 6.00m. Stainless Steel Round Bar

4"Ø Grinding Dics

F10

Windows7: ok

m. Industrial Oxygen (content only) 1

n. Quick Dry Enamel Blue 1

o. Paint Thinner 1

p. 2" Paint Brush 48

Sub-Total for E





J. Total Cost

k. Total Unit Cost






4.92 524.00 2,576.33

4.92 366.00 1,799.50

4.92 317.00 3,117.17

P 7,493.00


dumptruck 2 10,816.00 4 3,128.00 12,512.00 backhoe 1 12,296.00 4 300.00 1,200.00 2 364.00 728.00

P 14,440.00

21,933.00


pc. 6,983.00 6,983.00 2,450.00 5.33 13,058.50 pc. 1,575.00 1,575.00 3,250.00 3.7 12,025.00 pc. 16,800.00 16,800.00

ln.m. 5,280.00 5,280.00

pcs. 9,000.00 18,000.00 pc. 8,000.00 8,000.00 kg. 416.00 416.00 kg. 151.00 151.00 pcs. 65.00 520.00 pcs. 140.00 560.00 gal. 448.00 448.00 cyl. 1,974.00 1,974.00

cyl. 956.00 956.00 gal. 716.00 716.00 gal. 414.00 414.00 pcs. 29.00 1,392.00

P 64,185.00 64185 86,118.00

per D.O. 22 s 2015 7,750.62

per D.O. 22 s 2015 6,889.44

per D.O. 22 s 2015 5,037.90

105,795.96

44,828.80

21,632.00 12,296.00 33,928.00

43.1519699812383 563,500.00 43.2432432432432 520,000.00

0.750.09375





Item No./Description: SPL-3 VALVES AND APPURTENANCES

Unit of Measurement: unit

Output per day: 1.50 unit/day

Quantity: 3.00 unit


A. Labor


b. Pipefitter 1

c. Laborer 2

Sub-Total for A


B. EquipmentN/A

Sub-Total for B

C. Total (A+B)D. Output per day = 1.50 unit/day


E. Materialsa. 2.00

b. 1.00

c. 6mm. Thk Rubber Gasket 44.00

d. 6011 Welding Rod 2.00

200mm.Ø C.I. Body Gate Valve, PN16, NRS, F/F, Flange End in

accordance w/ ANSI B16.1 Class 125, w/ 2-Units Steel Ring

Flange conforming to AWWA C207 Class E - Standard, w/ 16 -

Units 19mm.Ø x 88mm. Stainless (Full Thread) Hex. Head

Bolt (Type 304) w/ Nut & Washers150mm.Ø C.I. Body Gate Valve, PN16, NRS, F/F, Flange End in

accordance w/ ANSI B16.1 Class 125, w/ 2-Units Steel Ring

Flange conforming to AWWA C207 Class E-Standard, w/ 16-

Units 19mm.Ø x 88mm. Stainless (Full Thread) Hex. Head

Bolt (Type 304) w/ Nut & Washers

F10

Windows7: ok

e. 2

Sub-Total for E





J. Total Cost

k. Total Unit Cost

4"Ø Grinding Dics






2.00 524.00 1,048.00

2.00 341.00 682.00

2.00 317.00 1,268.00

P 2,998.00



P -

2,998.00


units 23,162.00 46,324.00

2,450.00 5.33 13,058.50 unit 13,125.00 13,125.00

3,250.00 3.7 12,025.00 kgs. 79.00 3,476.00

kgs. 151.00 302.00

pcs. 140.00 280.00

P 63,507.00 63507 66,505.00

per D.O. 22 s 2015 5,985.45

per D.O. 22 s 2015 5,320.40

per D.O. 22 s 2015 3,890.54

81,701.39

27,233.80

21,632.00 12,296.00 33,928.00

43.1519699812383 563,500.00

43.2432432432432 520,000.00

1.50.1875



PROJECT LOCATION:

Item No./Description: SPL-4 ASPHALT CUTTING


Output per day: 75.00 LN.M./day

Quantity: 1,273.14 LN.M.

LocationsLength of Asphalt (m)

Total2" thick 4" thick 6" thick

Corcuerra St. 26.80 34.30 0.00 61.10

Gen. Vicente Alvarez St. 0.00 0.00 0.00 0.00

P. Reyes St. 0.00 0.00 0.00 0.00

Pettit Barracks St. 0.00 0.00 0.00 0.00

S. Valderoza St. 0.00 0.00 251.00 251.00

Sevilla St. 0.00 0.00 0.00 0.00

Villalobos St. 0.00 14.20 0.00 14.20

Zaragosa St. 0.00 0.00 14.84 14.84

Rizal St. 0.00 138.00 0.00 138.00

Veteranz Ave. 0.00 0.00 794.00 794.00

Total Length 1273.14


A. Labor


b. Laborer 2 16.98 317.00 10,762.28



B. Equipment

a. Concrete Cutter 1 16.98 1,758.00 29,842.40

Minor Tools (10%) 1,965.73


C. Total (A+B) 51,465.41 D. Output per hour = 75.00 LN.M./day


E. Materials

N/A

Sub-Total for E P








PROJECT LOCATION:

Item No./Description: SPL-5 CONCRETE CUTTING




Location Length of Concrete Length for Concrete Cutting

Corcuerra St. 251.00 502.00

Gen. Vicente Alvarez St. 419.00 838.00

P. Reyes St. 134.46 268.92

Pettit Barracks St. 135.65 271.30

S. Valderoza St. 251.00 502.00

Sevilla St. 350.00 700.00

Villalobos St. 309.00 618.00

Zaragosa St. 327.24 654.48

Rizal St. 255.00 510.00

Veteranz Ave. 808.00 1616.00



A. Labor


b. Laborer 8 32.40 317.00 82,175.28



B. Equipment

a. Concrete Cutter 4 32.40 1,758.00 227,861.41

Minor Tools (10%) 9,915.47


C. Total (A+B) 336,931.59 D. Output per hour = 200.00 LN.M./day


E. Materials

N/A

Sub-Total for E P









PROJECT LOCATION:

Item No./Description: 101(4)b REMOVAL OF EXISTING ASPHALT PAVEMENT

Unit of Measurement: SQ.M.

Output per day: 480.00 SQ.M./DAY

Quantity: 1,215.88 SQ.M.

Length Area of Asphalt (sq.m.)

Corcuerra St. 31.77

Gen. Vicente Alvarez St. 0.00

P. Reyes St. 0.00

Pettit Barracks St. 0.00

S. Valderoza St. 263.55

Sevilla St. 0.00

Villalobos St. 7.38

Zaragosa St. 7.72

Rizal St. 71.76

Veteranz Ave. 833.70

Total Area 1215.88


A. Labor


b. Laborers 2 2.53 317.00 1,605.98



B. Equipment

a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 2.53 12,296.00 31,146.86

b. Payloader (1.50 cu.m.), LX80-2C 1 2.53 13,864.00 35,118.75

c. Dump Truck (10 cu.m.) 1 2.53 9,016.00 22,838.33



C. Total (A+B) 92,330.59 D. Output per hour = 480.00 SQ.M./DAY


E. Materials

N/A

Sub-Total for E P









PROJECT LOCATION:

Item No./Description: 101(4)a REMOVAL OF EXISTING CONCRETE PAVEMENT




Location Area of Concrete (sq.m.)

Corcuerra St. 117.97


P. Reyes St. 63.20



Sevilla St. 164.50

Villalobos St. 145.23

Zaragosa St. 153.80

Rizal St. 119.85


Total Area 2156.13


A. Labor


b. Laborers 2 6.74 317.00 4,271.83



B. Equipment

a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 6.74 12,296.00 82,849.26

b. Payloader (1.50 cu.m.), LX80-2C 1 6.74 13,864.00 93,414.29

c. Dump Truck (10 cu.m.) 1 6.74 9,016.00 60,748.93



C. Total (A+B) 245,595.22 D. Output per hour = 320.00 SQ.M./DAY


E. Materials

N/A

Sub-Total for E P










Item No./Description: SPL-7 PIPELINE EXCAVATION





A. Labor


b. Laborers 3 2.30 317.00 2,190.98



B. Equipmenta. Dump Truck (10 cu.m.) 2 2.30 10,816.00 49,837.31

b. Backhoe (0.80 cu.m.) 1 2.30 12,296.00 28,328.38





E. Materials

N.A.

Sub-Total for E P









PROJECT LOCATION:

Item No./Description: SPL-6 PIPELINE EXCAVATION (MANUAL EXCAVATION)



Quantity: 1,664.88 CU.M.

Location



P. Reyes St. 68.25



Sevilla St. 177.66


Zaragosa St. 166.11

Rizal St. 129.44


Total Volume 1,664.88


A. Labor


b. Laborers 44 40 317.00 555,544.72



B. Equipment

N/A

Sub-Total for B P -



E. MaterialsN/A

Sub-Total for E 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 SITE.

Volume for Excavation (cu.m.)




Item No./Description: SPL-9 LAYING OF 363.10 LN.M. OF 100mm.Ø PVC PIPELINE w/ PARTIAL BACKFILLING

Unit of Measurement: PCS

Output per day: 4 PCS./DAY

Quantity: 122.03 PCS.


A. Labor


b. Laborers 15 28 317.00 130,908.57

c. Pipefitter 1 28 341.00 9,387.98



B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) 154,722.65 D. Output per day = 4.43 PCS./DAY


E. Materialsa. Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1000ft/roll 2.38 rolls 1,400 3,334.71 b. 150mmØ x 6.00m D.I. Push-on Pipe in Accordance with ISO 2531, Class K9 122.03 pcs. 9,988.85 1,218,972.66

c. 2 pcs. 1756.32 3,512.65

d. Plain Margarine 3.39 kgs. 70 237.29 e. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 2.18 pcs. 2,730.00 5,947.58


F. Direct Cost (C+E) 1,386,727.53




J. Total Cost 1,770,573.71


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

of 184


PROJECT NAME: 0

PROJECT LOCATION: 0

Item No./Description: SPL-8




Location

Corcuerra St. 4.90 150

Gen. Vicente Alvarez St. 14.70 150

P. Reyes St. 0.00 150

Pettit Barracks St. 0.00 150

Sevilla St. 9.75 150

Villalobos St. 12.25 150

Zaragosa St. 2.30 150

Rizal St. 0.00 150

Veteranz Ave. 4.20 150

Total Length 48.10


A. Labor


b. Pipefitter 1 3.67 394.00 1,445.10

c. Skilled Worker 6 3.67 366.00 8,054.43

d. Laborer 12 3.67 317.00 13,952.21



B. Equipment

a. One Bagger Mixer 1 0.90 1,376.00 1,235.45

b. Concrete Vibrator 1 0.90 1,191.04 1,069.38

c. Water Truck (1000 gal.) 1 0.09 8,520.00 764.97

d Bar Cutter 1 2.77 1,758.00 4,869.51

e. Bar Bender 1 2.77 2,812.00 7,789.01

f. Cargo Truck/Hauling Truck 1 0.83 8,816.00 7,325.88




E. Materials

Corcuerra St.

a. 8.00 pcs. 933.06 7,464.48

b. 150mm Ø D.I. Sleeve Type Flexible Coupling, (D.I.) 4.00 pcs. 2,730.00 10,920.00

c. 6 pcs. - 2" x 2" x 10' Coco Lumber 20.00 bd.ft 20.00 400.00

d. 10 pcs. - 2" x 3" x 12' Coco Lumber 60.00 bd.ft 20.00 1,200.00

e. 12mm thk x 1.20m x 2.40m Ordinary Plywood 2.00 shts. 950.00 1,900.00


Length of Drainage Crossing (Ln.m.)

Pipe Size (mm)

150mmØ x 11.25° D.I. Bend, Push-on Double Socket w/ Rubber Gasket

of 184

f. 2 1/2" C.W. Nail 0.50 kg. 80.00 40.00

g. 4" C.W. Nail 0.50 kg. 80.00 40.00

of 184

h. Cement 10.26 bags 265.00 2,718.90

i. Sand 0.54 cu.m. 1,000.00 540.00

j. Gravel 1.08 cu.m. 1,000.00 1,080.00

k. #16 G.I. Tie Wire 8.74 kgs. 70.00 611.73

l. 12mmØ x 6.00m Deformed Rein. Steel Bar 7.21 pcs. 192.00 1,384.53

m. 16mmØ x 6.00m Deformed Rein. Steel Bar 4.27 pcs. 330.00 1,408.00

Gen. Vicente Alvarez St.

a. 28.00 pcs. 933.06 26,125.68


c. 16 pcs. - 2" x 2" x 10' Coco Lumber 53.33 bd.ft 20.00 1,066.67



f. 2 1/2" C.W. Nail 1.00 kg. 80.00 80.00

g. 4" C.W. Nail 1.00 kg. 80.00 80.00

h. Cement 25.75 bags 265.00 6,822.43

i. Sand 1.36 cu.m. 1,000.00 1,355.00

j. Gravel 2.71 cu.m. 1,000.00 2,710.00

k. #16 G.I. Tie Wire 26.16 kgs. 70.00 1,831.22



Sevilla St.

a. 16.00 pcs. 933.06 14,928.96





f. 2 1/2" C.W. Nail 1.00 kg. 80.00 80.00

g. 4" C.W. Nail 1.00 kg. 80.00 80.00

h. Cement 20.43 bags 265.00 5,412.63

i. Sand 1.08 cu.m. 1,000.00 1,075.00

j. Gravel 2.15 cu.m. 1,000.00 2,150.00

k. #16 G.I. Tie Wire 16.87 kgs. 70.00 1,180.62



Villalobos St.

a. 20.00 pcs. 933.06 18,661.20


c. 16 pcs. - 2" x 2" x 10' Coco Lumber 53.33 bd.ft 20.00 1,066.67



f. 2 1/2" C.W. Nail 1.00 kg. 80.00 80.00

g. 4" C.W. Nail 1.00 kg. 80.00 80.00

h. Cement 25.75 bags 265.00 6,822.43

i. Sand 1.36 cu.m. 1,000.00 1,355.00

j. Gravel 2.71 cu.m. 1,000.00 2,710.00

k. #16 G.I. Tie Wire 21.06 kgs. 70.00 1,473.85






of 184

Zaragosa St.

a. 4.00 pcs. 933.06 3,732.24



d. 5 pcs. - 2" x 3" x 12' Coco Lumber 30.00 bd.ft 20.00 600.00

e. 12mm thk x 1.20m x 2.40m Ordinary Plywood 0.82 sht. 950.00 775.20

f. 2 1/2" C.W. Nail 0.50 kg. 80.00 40.00

g. 4" C.W. Nail 0.50 kg. 80.00 40.00

h. Cement 4.85 bags 265.00 1,283.93

i. Sand 0.26 cu.m. 1,000.00 255.00

j. Gravel 0.51 cu.m. 1,000.00 510.00

k. #16 G.I. Tie Wire 5.38 kgs. 70.00 376.74

l. 12mmØ x 6.00m Deformed Rein. Steel Bar 3.80 pcs. 192.00 730.03

m. 16mmØ x 6.00m Deformed Rein. Steel Bar 1.53 pcs. 330.00 506.00

Veteranz Ave.

a. 4.00 pcs. 933.06 3,732.24





f. 2 1/2" C.W. Nail 0.50 kg. 80.00 40.00

g. 4" C.W. Nail 0.50 kg. 80.00 40.00

h. Cement 8.84 bags 265.00 2,341.28

i. Sand 0.47 cu.m. 1,000.00 465.00

j. Gravel 0.93 cu.m. 1,000.00 930.00

k. #16 G.I. Tie Wire 7.57 kgs. 70.00 529.61


m. 16mmØ x 6.00m Deformed Rein. Steel Bar 2.80 pcs. 330.00 924.00

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










of 184



PROJECT LOCATION:

Item No./Description: SPL-9a HYDRO-TESTING & DISINFECTION WORKS (150mmØ D.I. PIPELINE)




Location Length of Pipeline



P. Reyes St. 134.46


Sevilla St. 350.00


Zaragosa St. 327.24

Rizal St. 255.00




A. Labor


b. Pipefitter 1 5.98 341.00 2,038.74

c. Laborers 6 5.98 317.00 11,371.49



B. Equipment

a. Hydro Machine 1 5.98 988.00 5,906.96

Minor Tools (10%) 1,654.00




E. Materials

Corcuerra St.a. Chlorine Granules 1.23 kg. 250.00 308.19 b. Potable Water 4.43 cu.m. 54.00 239.40 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,

4.00 sets 629.00 2,516.00 Nut & Washer & Rubber

e. 19mmØ Brass Corporation Cock, (ISO) 4.00 pcs. 518.00 2,072.00

f. 19mmØ G.I. End Plug, (ANSI B16.3 Class 150-Standard) 4.00 pcs. 20.00 80.00

g. 25mm Teflon Tape 2.00 rolls 38.00 76.00


of 184

Gen. Vicente Alvarez St.a. Chlorine Granules 1.39 kg. 250.00 347.13 b. Potable Water 7.40 cu.m. 54.00 399.63 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,





P. Reyes St.a. Chlorine Granules 1.12 kg. 250.00 281.17 b. Potable Water 2.37 cu.m. 54.00 128.24 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,





Pettit Barracks St.a. Chlorine Granules 1.13 kg. 250.00 281.45 b. Potable Water 2.40 cu.m. 54.00 129.38 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,





Sevilla St.a. Chlorine Granules 1.32 kg. 250.00 331.14 b. Potable Water 6.18 cu.m. 54.00 333.82 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,





Villalobos St.a. Chlorine Granules 1.29 kg. 250.00 321.63 b. Potable Water 5.46 cu.m. 54.00 294.72 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,





of 184

Zaragosa St.a. Chlorine Granules 1.30 kg. 250.00 325.86 b. Potable Water 5.78 cu.m. 54.00 312.11 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,





Rizal St.a. Chlorine Granules 1.24 kgs. 250.00 309.11 b. Potable Water 4.50 cu.m. 54.00 243.21 c. 150mmØ D.I. Mechanical End Cap 1.00 pc. 2,295.00 2,295.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,





Veteranz Ave.a. Chlorine Granules 0.75 kgs. 250.00 187.31 b. Potable Water 14.27 cu.m. 54.00 770.65 c. 150mmØ D.I. Mechanical End Cap 2.00 pcs. 2,295.00 4,590.00 d. 150mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,












of 184



PROJECT LOCATION:

Item No./Description: SPL-9b HYDRO-TESTING & DISINFECTION WORKS (200mmØ D.I. PIPELINE)




Location Length of Pipeline


Total Length 251.00


A. Labor


b. Pipefitter 1 0.50 341.00 171.18

c. Laborers 6 0.50 317.00 954.80



B. Equipment

a. Hydro Machine 1 0.50 988.00 495.98





E. Materials

S. Valderoza St.a. Chlorine Granules 1.41 kg. 250.00 353.44 b. Potable Water 7.88 cu.m. 54.00 425.60 c. 200mmØ D.I. Mechanical End Cap 1.00 pc. 3,615.00 3,615.00 d. 200mmØ x 19mmØ D.I. Saddle Clamp w/ Stainless Bolt,













of 184



PROJECT LOCATION:

Item No./Description: SPL-10 VALVES/FITTINGS/INTER-CONNECTION WORKS

Unit of Measurement: ASSEMBLY

Output per day: 2.00 ASSEMBLY/DAY

Quantity: 41 ASSEMBLY

Location

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

Total no. 41

Designation No. PersonNo. of Days Daily Rate Amount

A. Labor


b. Pipefitter 4 21 341.00 27,962.00

c. Laborers 16 21 317.00 103,976.00


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

B. Equipment

a. Water Pump 4 21 750.00 61,500.00

b. Steel Ladder 2 21 300.00 12,300.00

c. A-Frame 2 21 300.00 12,300.00

Minor Tools (10%) 14,268.00


C. Total (A+B) 243,048.00 D. Output per day = 2.00 ASSEMBLY/DAY


E. Materials

Corcuerra St.

DETAIL 1a. 150mmØ x 6.00m D.I. Pipe Push-on Socket and Spigot 2.00 pcs. 8,550.16 17,100.32

b. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00

c. 2.00 pcs. 3,028.00 6,056.00

d. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 4.00 pcs. 2,730.00 10,920.00

e. 150mmØ D.I. Adaptor, F/P 3.00 pcs. 3,965.93 11,897.79

f. 150mmØ x 150mmØ D.I. Tee, F/F 1.00 pc. 6,308.00 6,308.00

g. 150mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 12,879.00 12,879.00

h. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 1,103.28 2,206.56

i. 20mmØ x 70mm Stainless Steel Hex. Bolt w/ Nut & Washer 32.00 pcs. 62.76 2,008.32

j. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00

k. 6mm Thk. Rubber Gasket 4.00 kgs. 140.00 560.00

l. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.13 pc. 4,340.00 549.73


No. of Inter-connection (Assembly)

150mmØ x 100mmØ D.I. Reducer, Push-on Socket and Spigot with Rubber Gasket

of 184

DETAIL 2

a. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 5.00 pcs. 2,730.00 13,650.00

b. 150mmØ D.I. Adaptor, F/P 4.00 pcs. 3,965.93 15,863.72

c. 150mmØ x 150mmØ D.I. Tee, F/F 2.00 pcs. 6,308.00 12,616.00

d. 150mmØ x 100mmØ D.I. Reducer, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 3,028.00 6,056.00

e. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00

f. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 1,103.28 2,206.56

g. 150mmØ D.I. Body Gate Valve, PN 16, F/F 2.00 pcs. 12,879.00 25,758.00

h. 150mmØ D.I. Valve Box Cover 2.00 pcs. 1,402.00 2,804.00

i. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.25 pc. 4,340.00 1,099.47

j. 20mmØ x 70mm Stainless Steel Hex. Bolt w/ Nut & Washer 56.00 pcs. 62.76 3,514.56


DETAIL 3


b. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 4.00 pcs. 1,103.28 4,413.12

DETAIL 4


b. 150mmØ x 150mmØ D.I. Tee, F/F 2.00 pcs. 6,308.00 12,616.00

c. 150mmØ D.I. Adaptor, F/P 4.00 pcs. 3,965.93 15,863.72

d. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 1,103.28 2,206.56

e. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 4,726.00 9,452.00

f. 150mmØ D.I. Body Gate Valve, PN 16, F/F 2.00 pcs. 12,879.00 25,758.00

g. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.25 pc. 4,340.00 1,099.47



j. 6mm Thk. Rubber Gasket 7.00 kgs. 140.00 980.00

DETAIL 5

a. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 4.00 pcs. 1,103.28 4,413.12

b. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 3.00 pcs. 2,730.00 8,190.00

c. 150mmØ x 100mmØ D.I. Reducer, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 3,028.00 6,056.00


DETAIL 6

a. 200mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 7,692.00 15,384.00


c. 200mmØ x 150mmØ D.I. Tee, F/F 1.00 pc. 10,923.00 10,923.00

d. 150mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 12,879.00 12,879.00

e. 200mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 19,557.00 19,557.00

f. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 2.00 pcs. 2,730.00 5,460.00

g. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 1,103.28 2,206.56

h. 150mmØ D.I. Adaptor, F/P 1.00 pc. 3,965.93 3,965.93


j. 150mmØ D.I. Valve Box Cover 2.00 pcs. 1,402.00 2,804.00


l. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.25 pc. 4,340.00 1,099.47

Concrete Thrust Block

a. Portland Cement 7.54 bags 265.00 1,998.10

b. Washed Sand 0.30 cu.m. 1,000.00 301.60

c. Gravel (G1) 0.60 cu.m. 1,000.00 603.20

d. 12mmØ x 6.0m deformed Reinforcing Steel Bars 2.07 pcs. 192.00 396.48



b. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 4,726.00 9,452.00

c. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 4.00 pcs. 1,103.28 4,413.12


e. 150mmØ x 150mmØ D.I. Tee, F/F 1.00 pc. 6,308.00 6,308.00

f. 150mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 12,879.00 12,879.00

of 184

g. 150mmØ D.I. Adaptor, F/P 3.00 pcs. 3,965.93 11,897.79

of 184

h. 150mmØ x 22.5° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 1,002.41 1,002.41

i. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.13 pc. 4,340.00 549.73


k. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00

l. 6mm Thk. Rubber Gasket 4.00 kgs. 140.00 560.00

DETAIL 2




d. 150mmØ x 150mmØ D.I. Tee, F/F 2.00 pcs. 6,308.00 12,616.00

e. 150mmØ x 100mmØ D.I. Reducer, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 3,028.00 6,056.00

f. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00


h. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.25 pc. 4,340.00 1,099.47

i. 150mmØ D.I. Valve Box Cover 2.00 pcs. 1,402.00 2,804.00



DETAIL 3





e. 150mmØ x 100mmØ D.I. Reducer, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 3,028.00 6,056.00






k. 6mm Thk. Rubber Gasket 8.00 kgs. 140.00 1,120.00

DETAIL 4

a. 100mmØ x 6.0m D.I. Pipe Push-on Socket and Spigot 2.00 pcs. 5,962.58 11,925.16

b. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 1.00 pc. 2,730.00 2,730.00

c. 150mmØ x 100mmØ D.I. Tee, M/F 1.00 pc. 5,330.00 5,330.00

d. 100mmØ D.I. Adaptor, F/P 1.00 pc. 2,643.95 2,643.95

e. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 1.00 pc. 1,939.00 1,939.00

f. 100mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 636.75 1,273.50

g. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 1.00 pc. 3,027.00 3,027.00

h. 100mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 7,447.00 7,447.00


j. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00

k. 16mmØ x 65mm Stainless Steel Hex. Bolt w/ Nut & Washer 16.00 pcs. 50.21 803.33


DETAIL 5

a. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 1.00 pc. 2,730.00 2,730.00

b. 150mmØ x 100mmØ D.I. Tee, F/F 1.00 pc. 5,330.00 5,330.00

c. 100mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 7,447.00 7,447.00





h. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.13 pc. 4,340.00 549.73

i. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00

j. 16mmØ x 65mm Stainless Steel Hex. Bolt w/ Nut & Washer 16.00 pcs. 50.21 803.33


DETAIL 6

a. 150mmØ x 100mmØ D.I. Tee, M/F 1.00 pc. 5,330.00 5,330.00

b. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 1.00 pc. 2,730.00 2,730.00

c. 100mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 7,447.00 7,447.00


of 184


of 184




i. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 4,726.00 4,726.00

j. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.13 pc. 4,340.00 549.73


l. 16mmØ x 65mm Stainless Steel Hex. Bolt w/ Nut & Washer 16.00 pcs. 50.21 803.33

m. 6mm Thk. Rubber Gasket 2.00 kgs. 140.00 280.00



b. Washed Sand 0.43 cu.m. 1,000.00 426.40

c. Gravel (G1) 0.85 cu.m. 1,000.00 852.80


P. Reyes St.

DETAIL 1



DETAIL 2



DETAIL 3

a. 200mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 7,692.00 15,384.00




e. 150mmØ D.I. Adaptor, F/P 1.00 pc. 3,965.93 3,965.93



h. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.13 pc. 4,340.00 549.73

i. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00




a. Portland Cement 1.56 bags 265.00 413.40

b. Washed Sand 0.06 cu.m. 1,000.00 62.40

c. Gravel (G1) 0.12 cu.m. 1,000.00 124.80

d. 12mmØ x 6.0m deformed Reinforcing Steel Bars 0.30 pc. 192.00 56.64

Pettit Barracks St.




d. 150mmØ D.I. Adaptor, F/P 6.00 pcs. 3,965.93 23,795.58

e. 150mmØ D.I. Body Gate Valve, PN 16, F/F 3.00 pcs. 12,879.00 38,637.00

f. 1.00 pc. 1,002.41 1,002.41


h. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 4,726.00 9,452.00

i. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 1.00 pc. 4,726.00 4,726.00

j. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.25 pc. 4,340.00 1,099.47

k. 20mmØ x 70mm Stainless Steel Hex. Bolt w/ Nut & Washer 72.00 pcs. 62.76 4,518.72

l. 150mmØ D.I. Valve Box Cover 3.00 pcs. 1,402.00 4,206.00

m. 6mm Thk. Rubber Gasket 9.00 kgs. 140.00 1,260.00

DETAIL 2

a. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 4,726.00 4,726.00


150mmØ x 22.500 D.I. Bend, Push-on Double Socket

of 184



b. Washed Sand 0.12 cu.m. 1,000.00 124.80

c. Gravel (G1) 0.25 cu.m. 1,000.00 249.60


S. Valderoza St.

DETAIL 1a. 200mmØ x 6.00m D.I. Pipe Push-on Socket and Spigot 1.00 pc. 11,880.00 11,880.00

b. 200mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 7,692.00 7,692.00




f. 200mmØ x 200mmØ D.I. Tee, F/F 2.00 pcs. 13,650.00 27,300.00

g. 200mmØ x 150mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 2.00 pcs. 4,820.03 9,640.06


i. 200mmØ D.I. Body Gate Valve, PN 16, F/F 2.00 pcs. 19,557.00 39,114.00




m. 6mm Thk. Rubber Gasket 7.00 kgs. 140.00 980.00

DETAIL 2



DETAIL 3





b. Washed Sand 0.12 cu.m. 1,000.00 124.80

c. Gravel (G1) 0.25 cu.m. 1,000.00 249.60


Sevilla St.


b. 150mmØ x 150mmØ D.I. Tee, F/F 1.00 pc. 6,308.00 6,308.00


d. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 4,726.00 9,452.00








DETAIL 2






f. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 4.00 pcs. 3,028.00 12,112.00

g. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00



j. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.51 pcs. 4,340.00 2,198.93


l. 6mm Thk. Rubber Gasket 14.00 kgs. 140.00 1,960.00

of 184

DETAIL 3







g. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00



j. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.51 pcs. 4,340.00 2,198.93



DETAIL 4







g. 150mmØ D.I. Valve Box Cover 2.00 pcs. 1,402.00 2,804.00


i. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00





b. Washed Sand 0.38 cu.m. 1,000.00 384.80

c. Gravel (G1) 0.77 cu.m. 1,000.00 769.60


Villalobos St.


b. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00

c. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 2.00 pcs. 3,028.00 6,056.00




g. 150mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 12,879.00 12,879.00






DETAIL 2



DETAIL 3


b. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 4,726.00 9,452.00





g. 20mmØ x 70mm Stainless Steel Hex. Bolt w/ Nut & Washer 56.00 pcs. 62.76 3,514.56


i. 6mm Thk. Rubber Gasket 7.00 kgs. 140.00 980.00


of 184

DETAIL 4



DETAIL 5



c. 150mmØ D.I. Body Gate Valve, PN 16, F/F 2.00 pcs. 12,879.00 25,758.00

d. 150mmØ x 150mmØ D.I. Tee, F/F 1.00 pc. 6,308.00 6,308.00

e. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 1,103.28 2,206.56

f. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 4,726.00 4,726.00

g. 20mmØ x 70mm Stainless Steel Hex. Bolt w/ Nut & Washer 40.00 pcs. 62.76 2,510.40


i. 6mm Thk. Rubber Gasket 5.00 kgs. 140.00 700.00


DETAIL 6


b. 200mmØ D.I. Adaptor, F/P 1.00 pc. 5,287.91 5,287.91

c. 150mmØ D.I. Adaptor, F/P 1.00 pc. 3,965.93 3,965.93

d. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 1.00 pc. 2,730.00 2,730.00

e. 150mmØ D.I. Body Gate Valve, PN 16, F/F 1.00 pc. 12,879.00 12,879.00

f. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00

g. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.13 pc. 4,340.00 549.73

h. 200mmØ x 150mmØ D.I. Tee, F/F 1.00 pc. 10,923.00 10,923.00

i. 200mmØ Steel Blind Flange in accordance w/ AWWA C207 Class D Standard 1.00 pc. 1,516.00 1,516.00





b. Washed Sand 0.25 cu.m. 1,000.00 249.60

c. Gravel (G1) 0.50 cu.m. 1,000.00 499.20


Zaragosa St.

DETAIL 1


b. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 1,103.28 1,103.28




d. 150mmØ D.I. Adaptor, F/P 8.00 pcs. 3,965.93 31,727.44


f. 150mmØ x 150mmØ D.I. Tee, F/F 4.00 pcs. 6,308.00 25,232.00

g. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 4,726.00 9,452.00

h. 150mmØ x 22.5° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 1,002.41 1,002.41

i. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 4,726.00 9,452.00

j. 150mmØ x 11.25° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 933.06 933.06


l. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.63 pcs. 4,340.00 2,748.67

m. 6mm Thk. Rubber Gasket 17.00 kgs. 140.00 2,380.00

n. 150mmØ D.I. Valve Box Cover 5.00 pcs. 1,402.00 7,010.00

DETAIL 3





e. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 4.00 pcs. 3,028.00 12,112.00


g. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 2.00 pcs. 3,027.00 6,054.00

of 184

h. 150mmØ D.I. Body Gate Valve, PN 16, F/F 4.00 pcs. 12,879.00 51,516.00

of 184

i. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.51 pcs. 4,340.00 2,198.93




DETAIL 4





e. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 4.00 pcs. 3,028.00 12,112.00






k. 6mm Thk. Rubber Gasket 10.00 kgs. 140.00 1,400.00




b. Washed Sand 0.40 cu.m. 1,000.00 395.20

c. Gravel (G1) 0.79 cu.m. 1,000.00 790.40


Rizal St.

DETAIL 1



c. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.50 pc. 4,340.00 2,170.00


b. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 3,027.00 3,027.00

c. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 1.00 pc. 3,028.00 3,028.00

d. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 1,103.28 2,206.56

e. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 3.00 pcs. 2,730.00 8,190.00

f. 150mmØ D.I. Adaptor, F/P 3.00 pcs. 3,965.93 11,897.79


h. 150mmØ x 150mmØ D.I. Tee, F/F 1.00 pc. 6,308.00 6,308.00




l. 150mmØ D.I. Valve Box Cover 2.00 pc. 1,402.00 2,804.00

DETAIL 3





b. Washed Sand 0.09 cu.m. 1,000.00 93.60

c. Gravel (G1) 0.19 cu.m. 1,000.00 187.20


Veteranz Ave.







of 184

g. 150mmØ x 22.5° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 1,002.41 1,002.41

of 184

h. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 1.00 pc. 3,028.00 3,028.00

i. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 1.00 pc. 3,027.00 3,027.00


k. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.13 pc. 4,340.00 549.73


m. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00

DETAIL 2

a. 150mmØ x 22.5° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 1,002.41 2,004.82

b. 150mmØ x 100mmØ D.I. Reducer, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 3,028.00 3,028.00

c. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 3,027.00 3,027.00






i. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 4,726.00 4,726.00


k. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.25 pc. 4,340.00 1,099.47


m. 150mmØ D.I. Valve Box Cover 2.00 pcs. 1,402.00 2,804.00

DETAIL 3




d. 150mmØ D.I. Body Gate Valve, PN 16, F/F 2.00 pcs. 12,879.00 25,758.00

e. 150mmØ x 22.5° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 1,002.41 1,002.41

f. 150mmØ x 11.25° D.I. Bend, ISO-2531, Push-on Double Socket w/ Rubber Gasket 2.00 pcs. 933.06 1,866.12

g. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 2.00 pcs. 3,028.00 6,056.00

h. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-PVC) 2.00 pcs. 3,027.00 6,054.00

i. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 1.00 pc. 1,103.28 1,103.28


k. 150mmØ x 6.0m PVC Pipe, Class 150 B/S with R.R. 0.25 pc. 4,340.00 1,099.47


m. 150mmØ D.I. Valve Box Cover 2.00 pcs. 1,402.00 2,804.00

DETAIL 4

a. 150mmØ D.I. Body Gate Valve, PN 16, F/F 2.00 pcs. 12,879.00 25,758.00


c. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 4.00 pcs. 2,730.00 10,920.00

d. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 1.00 pc. 1,939.00 1,939.00

e. 150mmØ x 45° D.I. Bend, Push-on Double Socket w/ Rubber Gasket 4.00 pcs. 1,103.28 4,413.12

f. 150mmØ x 100mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 1.00 pc. 3,028.00 3,028.00

g. 200mmØ x 150mmØ D.I. Reducer, Push-on Socket w/ Rubber Gasket 1.00 pc. 4,820.03 4,820.03

h. 200mmØ D.I. Sleeve Type Flexible Coupling, (D.I.-C.I.) 1.00 pc. 7,692.00 7,692.00







b. Washed Sand 0.28 cu.m. 1,000.00 280.80

c. Gravel (G1) 0.56 cu.m. 1,000.00 561.60



F. Direct Cost (C+E) 3,257,541.11




J. Total Cost 4,001,889.26





Item No./Description: SPL-9 SAND ENVELOP





A. Labor


b. Laborers 10 3 317.00 9,027.94



B. Equipment

N.A.

Sub-Total for B P



E. Materialsa. Washed Sand 170.88 cu.m. 1,000.00 170,875.89








of 184



PROJECT LOCATION:

Item No./Description: SPL-11

Unit of Measurement: UNIT

Output per day: 0.50 UNIT/DAY

Quantity: 6 UNITS

Location

Corcuerra St. 0.00


P. Reyes St. 0.00



Sevilla St. 0.00

Villalobos St. 1.00

Zaragosa St. 0.00

Rizal St. 1.00

Veteranz Ave. 2.00

Total no. 6.00


A. Labor


b. Pipefitter 1 12 341.00 4,092.00

c. Laborers 4 12 317.00 15,216.00

d. Skilled Worker 2 12 366.00 8,784.00



B. Equipment

a. Ductile Iron Pipe-Cutter 1 3.00 1,600.00 4,800.00


C. Total (A+B) 39,180.00 D. Output per day = 0.50 UNIT/DAY


E. Materials


a. 150mmØ D.I. Valve Box Cover 1.00 pc. 1,402.00 1,402.00

b. 150mmØ x 6.00m PVC Pipe, class 150, B/S, w/ R.R 0.13 pc. 4,340.00 549.73

c. 150mmØ x 6.00m D.I. Pipe, Flanged End 1.00 pc. 9,988.85 9,988.85

d. 150mmØ x 150mmØ D.I. Tee, M/F 1.00 pc. 6,308.00 6,308.00

e. 150mmØ D.I. Body Gate Valve, F/F, PN16 1.00 pc. 12,879.00 12,879.00

f. 150mmØ D.I. Adapter, F/P 4.00 pcs. 3,965.93 15,863.72

g. 150mmØ D.I. Universal Flanged Adapter 2.00 pcs. 3,965.93 7,931.86

h. 1.00 set 44,802.45 44,802.45

i. 150mm Ø D.I. Sleeve Type Flexible Coupling, (D.I.) 4.00 pcs. 2,730.00 10,920.00

j. 150mmØ x 90º D.I. Bend, Flanged 1.00 pc. 4,000.00 4,000.00

k. 20mmØ x 70mm Hex Head Stainless Bolt w/ Nut & Washer 64.00 pcs. 62.76 4,016.64

l. 6mm thk Rubber Gasket 6.00 kgs. 140.00 840.00

m. Portland Cement 4.98 bags 265.00 1,318.38



Number of Fire Hydrant (Unit)

150mmØ Fire Hydrant w/ 63mmØ Hose Connector Hose Pumper Outlet Transfer of Tapping (Dry Type)

P49

d.i. Pipe push-on price

P53

not the exact prize

P57

pachamba

of 184

n. Washed Sand 0.22 cu.m. 1,000.00 219.80

o. Gravel (G1) 0.44 cu.m. 1,000.00 439.60

p. #16 GI Tie wire 0.58 kg. 70.00 40.32

q. 16mmØ x 6.00m Deformed Rein. Steel Bar 3.20 pcs. 330.00 1,056.00

r. 12mmØ x 6.00m Deformed Rein. Steel Bar 0.27 pc. 192.00 51.84

s. 10mmØ x 6.00m Deformed Rein. Steel Bar 3.20 pcs. 130.00 416.00

t. Concrete Neutralizer 0.04 qrt. 110.00 3.94

u. Flat Latex Paint (Primer) 0.08 gal. 549.75 42.17

v. Gloss Latex Paint (Caterpillar Yellow) 0.08 gal. 937.65 71.93

w. Gloss Latex Paint (Black) 0.04 gal. 683.55 26.22

x. Red Oxide Metal Primer 0.01 gal. 427.00 2.68

y. Quick Dry Enamel (Red) 0.01 gal. 655.20 4.12

z. Paint Thinner 0.01 gal. 332.00 2.09

a.a. 25mm Masking Tape 5.00 pcs. 32.00 160.00

a.b. 12mm thk x 1.20m x 2.40m Ordinary Plywood 0.93 sht. 950.00 885.68

a.c. 3 - pcs. 2" x 2" x 10' Coco Lumber 10.00 bd.ft. 20.00 200.00

a.d. 1½" C.W. Nail 0.25 kg. 80.00 20.00

a.e. 2" C.W. Nail 0.25 kg. 80.00 20.00

a.f. 3" C.W. Nail 0.25 kg. 80.00 20.00

a.g. 2" Paint Brush 1.00 pc. 35.00 35.00

a.h. 3" Paint Brush 1.00 pc. 65.00 65.00

S. Valderoza St.







g. 200mm Ø D.I. Sleeve Type Flexible Coupling, (D.I.) 2.00 pcs. 4,308.00 8,616.00

h. 150mmØ D.I. Adapter, F/P 2.00 pcs. 3,965.93 7,931.86

i. 150mmØ D.I. Universal Flanged Adapter 2.00 pcs. 3,965.93 7,931.86

j. 1.00 set 44,802.45 44,802.45

k. 150mm Ø D.I. Sleeve Type Flexible Coupling, (D.I.) 2.00 pcs. 2,730.00 5,460.00

l. 150mmØ x 90º D.I. Bend, Flanged 1.00 pc. 4,000.00 4,000.00

m. 20mmØ x 70mm Hex Head Stainless Bolt w/ Nut & Washer 72.00 pcs. 62.76 4,518.72

n. 6mm thk Rubber Gasket 6.00 kgs. 140.00 840.00

o. Portland Cement 4.98 bags 265.00 1,318.38

p. Washed Sand 0.22 cu.m. 1,000.00 219.80

q. Gravel (G1) 0.44 cu.m. 1,000.00 439.60

r. #16 GI Tie wire 0.58 kg. 70.00 40.32

s. 16mmØ x 6.00m Deformed Rein. Steel Bar 3.20 pcs. 330.00 1,056.00

t. 12mmØ x 6.00m Deformed Rein. Steel Bar 0.27 pc. 192.00 51.84

v. 10mmØ x 6.00m Deformed Rein. Steel Bar 3.20 pcs. 130.00 416.00

x. Concrete Neutralizer 0.04 qrt. 110.00 3.94

y. Flat Latex Paint (Primer) 0.08 gal. 549.75 42.17

z. Gloss Latex Paint (Caterpillar Yellow) 0.08 gal. 937.65 71.93

a.a. Gloss Latex Paint (Black) 0.04 gal. 683.55 26.22

a.b. Red Oxide Metal Primer 0.01 gal. 427.00 2.68

a.c. Quick Dry Enamel (Red) 0.01 gal. 655.20 4.12

a.d. Paint Thinner 0.01 gal. 332.00 2.09

a.e. 25mm Masking Tape 5.00 pcs. 32.00 160.00

a.f. 12mm thk x 1.20m x 2.40m Ordinary Plywood 0.44 sht. 950.00 422.22

a.g. 3 - pcs. 2" x 2" x 10' Coco Lumber 10.00 bd.ft. 20.00 200.00

a.h. 1½" C.W. Nail 0.25 kg. 80.00 20.00

a.i. 2" C.W. Nail 0.25 kg. 80.00 20.00

a.j. 3" C.W. Nail 0.25 kg. 80.00 20.00

a.k. 2" Paint Brush 1.00 pc. 35.00 35.00

a.l. 3" Paint Brush 1.00 pc. 65.00 65.00


P86


P92

not the exact prize

P96

pachamba

of 184

of 184

Villalobos St.








h. 1.00 set 44,802.45 44,802.45






n. Washed Sand 0.22 cu.m. 1,000.00 219.80

o. Gravel (G1) 0.44 cu.m. 1,000.00 439.60

p. #16 GI Tie wire 0.58 kg. 70.00 40.32














a.d. 1½" C.W. Nail 0.25 kg. 80.00 20.00

a.e. 2" C.W. Nail 0.25 kg. 80.00 20.00

a.f. 3" C.W. Nail 0.25 kg. 80.00 20.00

a.g. 2" Paint Brush 1.00 pc. 35.00 35.00

a.h. 3" Paint Brush 1.00 pc. 65.00 65.00

Rizal St.








h. 1.00 set 44,802.45 44,802.45






n. Washed Sand 0.22 cu.m. 1,000.00 219.80

o. Gravel (G1) 0.44 cu.m. 1,000.00 439.60

p. #16 GI Tie wire 1.00 kg. 70.00 70.00








P132


P136

not the exact prize

P140

pachamba

P176


P180

not the exact prize

P184

pachamba

of 184



of 184







a.d. 1½" C.W. Nail 0.25 kg. 80.00 20.00

a.e. 2" C.W. Nail 0.25 kg. 80.00 20.00

a.f. 3" C.W. Nail 0.25 kg. 80.00 20.00

a.g. 2" Paint Brush 1.00 pc. 35.00 35.00

a.h. 3" Paint Brush 1.00 pc. 65.00 65.00

Veteranz Ave.

a. 150mmØ D.I. Valve Box Cover 2.00 pcs. 1,402.00 2,804.00

b. 150mmØ x 6.00m PVC Pipe, class 150, B/S, w/ R.R 1.00 pc. 4,340.00 4,340.00

c. 150mmØ x 6.00m D.I. Pipe, Flanged End 2.00 pcs. 9,988.85 19,977.70

d. 150mmØ x 150mmØ D.I. Tee, M/F 2.00 pcs. 6,308.00 12,616.00

e. 150mmØ D.I. Body Gate Valve, F/F, PN16 2.00 pcs. 12,879.00 25,758.00



h. 2.00 sets 44,802.45 89,604.90


j. 150mmØ x 90º D.I. Bend, Flanged 2.00 pcs. 4,000.00 8,000.00


l. 6mm thk Rubber Gasket 12.00 kgs. 140.00 1,680.00


n. Washed Sand 0.44 cu.m. 1,000.00 439.60

o. Gravel (G1) 0.88 cu.m. 1,000.00 879.20

p. #16 GI Tie wire 2.00 kgs. 70.00 140.00


r. 12mmØ x 6.00m Deformed Rein. Steel Bar 2.00 pcs. 192.00 384.00










a.b. 12mm thk x 1.20m x 2.40m Ordinary Plywood 2.00 shts. 950.00 1,900.00


a.d. 1½" C.W. Nail 0.50 kg. 80.00 40.00

a.e. 2" C.W. Nail 0.50 kg. 80.00 40.00

a.f. 3" C.W. Nail 0.50 kg. 80.00 40.00

a.g. 2" Paint Brush 2.00 pcs. 35.00 70.00

a.h. 3" Paint Brush 2.00 pcs. 65.00 130.00









P220


P224

not the exact prize

P228

pachamba



PROJECT LOCATION:

Item No./Description: SPL-15 INSTALLATION OF EIGHT(9) UNITS - 75mm Ø AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADE

Unit of Measurement: UNITS


Quantity: 10.00 UNITS

Location

Corcuerra St. 1


P. Reyes St. 1


S. Valderoza St. 1

Sevilla St. 1

Villalobos St. 1

Zaragosa St. 1

Rizal St. 1

Veteranz Ave. 1

Total no. 10.00


A. Labor


b. Pipefitter 1 2 341.00 682.00

c. Laborers 4 2 317.00 2,536.00

d. Skilled Worker 2 2 366.00 1,464.00



B. Equipment

a. Generator Set/ Welding Machine w/ complete accessories (w/ fuel) 1 2 2,160.00 4,320.00




E. Materials

Corcuerra St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00

c. 25mmØ x 6.0m ASTM 53A-90A Heavy Gauge G.I. Pipe 0.83 pcs. 1,312.00 1,093.33 d. 0.18 pc.

e. 150mmØ x 100mmØ G.I. Bell Reducer, (ANSI B16.3 Class 150 - Standard) 1 pcs. 2,325.00 2,325.00

f. 25mmØ ANSI B16-3 Class 150 G.I. Coupling 1 pcs. 55.00 55.00

g. 25mm Teflon Tape 5 rolls 38.00 190.00

h. 25mmØ Automatic Air Release Pressure Valve 1 pcs. 21,350.00 21,350.00

i. 150mmØ x 6m ASTM 53A-90A Heavy Gauge G.I. Pipe 0.08 pc. 22,713.00 1,892.75


Number of Air Release (Unit)

*150mmØ x 25mmØ D.I. Saddle Clamp w/ Hex. Head Stainless Steel bolts w/ nut and washer

25mmØ x 90° G.I. Elbow, ANSI B16.3 Class 150 - Standard

*100mmØ x 6.0m G.I. Pipe, ASTM A53-90A Heavy Gauge, Threaded End Finish

j. 6011 Welding Rod 0.50 kgs. 160.00 80.00

k. Hacksaw Blade 1.00 pcs. 65.00 65.00

l. 25mm Masking Tape 3.00 rolls 32.00 96.00

m. Portland Cement 2.65 bags 265.00 702.52

n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06

p. 16mmØ x 6.00m Deformed Rein. Steel Bar 4 pcs. 330.00 1,320.00

q. 10mmØ x 6.00m Deformed Rein. Steel Bar 3 pcs. 130.00 390.00

r. Concrete Neutralizer 0.001 qrt. 110.00 0.07

s. Flat Latex Paint (Primer) 0.001 gal. 549.75 0.71

t. Gloss Latex Paint (Caterpillar Yellow) 0.001 gal. 937.75 1.21

u. Gloss Latex Paint (Black) 0.001 gal. 683.55 0.44

v. Red Oxide Metal Primer 0.01 gal. 427.00 6.13

w. Quick Dry Enamel (Blue) 0.01 gal. 655.20 9.41

x. Paint Thinner 0.01 gal. 332.00 4.77

y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00

z. 12mm thk x 1.20m x 2.40m Ordinary Plywood 1.00 shts. 950.00 950.00

a.a. 6 pcs. 2" x 2" x 10' Coco Lumber 20 bd.ft. 20.00 400.00

a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00

a.e. 2" Paint Brush 1 pc. 35.00 35.00

a.f. 4" Paint Brush 1 pc. 95.00 95.00

Gen. Vicente Alvarez St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06










y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00

a.e. 2" Paint Brush 1 pc. 35.00 35.00

a.f. 4" Paint Brush 1 pc. 95.00 95.00




P. Reyes St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06










y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00

a.e. 2" Paint Brush 1 pcs. 35.00 35.00

a.f. 4" Paint Brush 1 pcs. 95.00 95.00

Pettit Barracks St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06
















y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00



S. Valderoza St.a. 1 pcs. 642.00 642.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06










y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00



Sevilla St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00













j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06






u. Gloss Latex Paint (Black) 0.000 gal. 683.55 -




y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00



Villalobos St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06






u. Gloss Latex Paint (Black) 0.000 gal. 683.55 -




y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00




a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00



Zaragosa St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06










y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00



Rizal St.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06
















y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00



Veteranz Ave.a. 1 pcs. 629.00 629.00

b. 2.00 pcs. 630.00 1,260.00







j. 6011 Welding Rod 0.50 kgs. 160.00 80.00




n. Washed Sand 0.11 cu.m. 1,000.00 106.04

o. Gravel (G1) 0.16 cu.m. 1,000.00 159.06










y. #16 G.I. Tie-wire 2 kgs. 70.00 140.00



a.b. 1½" C.W. Nail 0.3 kgs. 80.00 20.00

a.c. 2" C.W. Nail 0.3 kgs. 80.00 20.00

a.d. 3" C.W. Nail 0.3 kgs. 80.00 20.00










of 184



PROJECT LOCATION:

Item No./Description: SPL-12 TRANSFER OF INDIVIDUAL SERVICELINE CONNECTION




Location

Corcuerra St. 17.00


P. Reyes St. 24.00



Sevilla St. 22.00


Zaragosa St. 13.00

Rizal St. 11.00

Veteranz Ave. 55.00

Total no. 211.00


A. Labor


b. Skilled Worker 4 26.38 366.00 38,613.00

c. Plumber 4 26.38 394.00 41,567.00

d. Laborers 16 26.38 317.00 133,774.00



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

Corcuerra St.

a. 150mmØ x 19mmØ C.I Saddle Clamp with Stainless Steel Bolt Head, Nuts & Washe 17.00 pcs. 629.00 10,693.00

b. 19mmØ x 100mm GI Nipple, Sch. 40 17.00 pcs. 50.00 850.00

c. 19mmØ Brass Ball Valve 17.00 pcs. 420.00 7,140.00

d. 19mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 42.50 pcs. 965.00 41,012.50

e. 17.00 pcs. 40.00 680.00

f. 19mmØ x 12mmØ GI Reducer, ANSI B16.3 Class 150 17.00 pcs. 32.00 544.00

g. 68.00 pcs. 23.00 1,564.00

h. 12mmØ x 406mm GI Nipple, Sch. 40 34.00 pcs. 90.30 3,070.20

i. 12mmØ x 152mm GI Nipple, Sch. 40 34.00 pcs. 40.95 1,392.30

j. 12mmØ x 101mm GI Nipple, Sch. 40 34.00 pcs. 26.25 892.50

k. Water Meter Sealing Wire 17.00 sets 5.00 85.00

l. 12mm Ø Water Meter 17.00 sets 1,300.00 22,100.00

m. 12mmØ Brass Tail Piece 34.00 pcs. 437.85 14,886.90


Number of Serviceline (unit)

19mmØ x 450 Bend, ANSI B16.3 Class 150

12mmØ x 900 GI Elbow, ANSI B16.3 Class 150

of 184

n. 12mmØ Safety Valve (Key Type) 17.00 pcs. 360.00 6,120.00

o. 12mmØ Brass Ball Valve 17.00 pcs. 250.00 4,250.00 p. 25mm Thread Seal Tape 34.00 rolls. 28.00 952.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 3.09 pcs. 130.00 401.48 r. #16 G.I. Tie Wire 0.41 kg. 70.00 28.56 s. Portland Cement 0.77 bags. 265.00 204.71 t. Washed Sand 0.03 cu.m. 1,000.00 30.90 u. Gravel (G-1) 0.06 cu.m. 1,000.00 61.80 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 1.59 shts. 950.00 1,509.70 w. 1-1/2" C.W. Nail 2.13 kgs. 80.00 170.00

x. 17 pcs.-1" x 3" x 8' Coco Lumber 34.00 bd.ft. 20.00 680.00

y. 19mm Teflon Tape 119.00 rolls 29.00 3,451.00



b. 19mmØ x 100mm GI Nipple, Sch. 40 38.00 pcs. 50.00 1,900.00



e. 38.00 pcs. 40.00 1,520.00

f. 19mmØ x 12mmØ GI Reducer, ANSI B16.3 Class 150 38.00 pcs. 32.00 1,216.00

g. 152.00 pcs. 23.00 3,496.00



j. 12mmØ x 101mm GI Nipple, Sch. 40 76.00 pcs. 26.25 1,995.00





o. 12mmØ Brass Ball Valve 38.00 pcs. 250.00 9,500.00 p. 25mm Thread Seal Tape 76.00 rolls. 28.00 2,128.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 6.90 pcs. 130.00 897.43 r. #16 G.I. Tie Wire 0.91 kg. 70.00 63.84 s. Portland Cement 1.73 bags. 265.00 457.60 t. Washed Sand 0.07 cu.m. 1,000.00 69.07 u. Gravel (G-1) 0.14 cu.m. 1,000.00 138.14 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 3.55 shts. 950.00 3,374.63 w. 1-1/2" C.W. Nail 4.75 kgs. 80.00 380.00

x. 38 pcs.-1" x 3" x 8' Coco Lumber 76.00 bd.ft. 20.00 1,520.00


P. Reyes St.





e. 24.00 pcs. 40.00 960.00


g. 96.00 pcs. 23.00 2,208.00








o. 12mmØ Brass Ball Valve 24.00 pcs. 250.00 6,000.00 p. 25mm Thread Seal Tape 48.00 rolls. 28.00 1,344.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 4.36 pcs. 130.00 566.80 r. #16 G.I. Tie Wire 0.58 kg. 70.00 40.32 s. Portland Cement 1.09 bags. 265.00 289.01 t. Washed Sand 0.04 cu.m. 1,000.00 43.62 u. Gravel (G-1) 0.09 cu.m. 1,000.00 87.25 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 2.24 shts. 950.00 2,131.34 w. 1-1/2" C.W. Nail 3.00 kgs. 80.00 240.00







of 184

Pettit Barracks St.



c. 19mmØ Brass Ball Valve 2.00 pcs. 420.00 840.00


e. 2.00 pcs. 40.00 80.00


g. 8.00 pcs. 23.00 184.00

h. 12mmØ x 406mm GI Nipple, Sch. 40 4.00 pcs. 90.30 361.20

i. 12mmØ x 152mm GI Nipple, Sch. 40 4.00 pcs. 40.95 163.80





n. 12mmØ Safety Valve (Key Type) 2.00 pcs. 360.00 720.00

o. 12mmØ Brass Ball Valve 2.00 pcs. 250.00 500.00 p. 25mm Thread Seal Tape 4.00 rolls. 28.00 112.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 0.36 pc. 130.00 47.23 r. #16 G.I. Tie Wire 0.05 kg. 70.00 3.36 s. Portland Cement 0.09 bag 265.00 24.08 t. Washed Sand 0.00 cu.m. 1,000.00 3.64 u. Gravel (G-1) 0.01 cu.m. 1,000.00 7.27 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 0.19 sht. 950.00 177.61 w. 1-1/2" C.W. Nail 0.25 kg. 80.00 20.00


y. 19mm Teflon Tape 14.00 rolls 29.00 406.00

S. Valderoza St.





e. 12.00 pcs. 40.00 480.00


g. 48.00 pcs. 23.00 1,104.00








o. 12mmØ Brass Ball Valve 12.00 pcs. 250.00 3,000.00 p. 25mm Thread Seal Tape 24.00 rolls. 28.00 672.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 2.18 pcs. 130.00 283.40 r. #16 G.I. Tie Wire 0.29 kg. 70.00 20.16 s. Portland Cement 0.55 bag 265.00 144.50 t. Washed Sand 0.02 cu.m. 1,000.00 21.81 u. Gravel (G-1) 0.04 cu.m. 1,000.00 43.62 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 1.12 shts. 950.00 1,065.67 w. 1-1/2" C.W. Nail 1.50 kgs. 80.00 120.00



Sevilla St.





e. 22.00 pcs. 40.00 880.00


g. 88.00 pcs. 23.00 2,024.00










of 184


of 184




o. 12mmØ Brass Ball Valve 22.00 pcs. 250.00 5,500.00 p. 25mm Thread Seal Tape 44.00 rolls. 28.00 1,232.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 4.00 pcs. 130.00 519.57 r. #16 G.I. Tie Wire 0.53 kg. 70.00 36.96 s. Portland Cement 1.00 bag 265.00 264.92 t. Washed Sand 0.04 cu.m. 1,000.00 39.99 u. Gravel (G-1) 0.08 cu.m. 1,000.00 79.98 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 2.06 shts. 950.00 1,953.73 w. 1-1/2" C.W. Nail 2.75 kgs. 80.00 220.00



Villalobos St.





e. 17.00 pcs. 40.00 680.00


g. 68.00 pcs. 23.00 1,564.00








o. 12mmØ Brass Ball Valve 17.00 pcs. 250.00 4,250.00 p. 25mm Thread Seal Tape 34.00 rolls. 28.00 952.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 3.09 pcs. 130.00 401.48 r. #16 G.I. Tie Wire 0.41 kg. 70.00 28.56 s. Portland Cement 0.77 bag 265.00 204.71 t. Washed Sand 0.03 cu.m. 1,000.00 30.90 u. Gravel (G-1) 0.06 cu.m. 1,000.00 61.80 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 1.59 shts. 950.00 1,509.70 w. 1-1/2" C.W. Nail 2.13 kgs. 80.00 170.00



Zaragosa St.





e. 13.00 pcs. 40.00 520.00


g. 52.00 pcs. 23.00 1,196.00








o. 12mmØ Brass Ball Valve 13.00 pcs. 250.00 3,250.00 p. 25mm Thread Seal Tape 26.00 rolls. 28.00 728.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 2.36 pcs. 130.00 307.02 r. #16 G.I. Tie Wire 0.31 kg. 70.00 21.84 s. Portland Cement 0.59 bags 265.00 156.55 t. Washed Sand 0.02 cu.m. 1,000.00 23.63 u. Gravel (G-1) 0.05 cu.m. 1,000.00 47.26 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 1.22 shts. 950.00 1,154.48 w. 1-1/2" C.W. Nail 1.63 kgs. 80.00 130.00





of 184



of 184

Rizal St.





e. 11.00 pcs. 40.00 440.00


g. 44.00 pcs. 23.00 1,012.00








o. 12mmØ Brass Ball Valve 11.00 pcs. 250.00 2,750.00 p. 25mm Thread Seal Tape 22.00 rolls. 28.00 616.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 2.00 pcs. 130.00 259.78 r. #16 G.I. Tie Wire 0.26 kg. 70.00 18.48 s. Portland Cement 0.50 bag 265.00 132.46 t. Washed Sand 0.02 cu.m. 1,000.00 19.99 u. Gravel (G-1) 0.04 cu.m. 1,000.00 39.99 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 1.03 shts. 950.00 976.87 w. 1-1/2" C.W. Nail 1.38 kgs. 80.00 110.00



Veteranz Ave.





e. 55.00 pcs. 40.00 2,200.00

f. 19mmØ x 12mmØ GI Reducer, ANSI B16.3 Class 150 55.00 pcs. 32.00 1,760.00

g. 220.00 pcs. 23.00 5,060.00








o. 12mmØ Brass Ball Valve 55.00 pcs. 250.00 13,750.00 p. 25mm Thread Seal Tape 110.00 rolls. 28.00 3,080.00 q. 10mmØ x 6.00m Reinf. Steel Def Bar 9.99 pcs. 130.00 1,298.92 r. #16 G.I. Tie Wire 1.32 kgs. 70.00 92.40 s. Portland Cement 2.50 bags 265.00 662.31 t. Washed Sand 0.10 cu.m. 1,000.00 99.97 u. Gravel (G-1) 0.20 cu.m. 1,000.00 199.94 v. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 5.14 shts. 950.00 4,884.33 w. 1-1/2" C.W. Nail 6.88 kgs. 80.00 550.00

x. 55 pcs.-1" x 3" x 8' Coco Lumber 110.00 bd.ft. 20.00 2,200.00



F. Direct Cost (C+E) 1,744,015.81




J. Total Cost 2,142,523.41






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PROJECT LOCATION:

Item No./Description: SPL-13 CONSTRUCTION OF CLUSTER CONNECTION (10 WATERMETER PER CLUSTER CON.)




Location No. of Valve BoxNumber of Water Meter per Cluster

First Cluster (units) Second Cluster (units)

Corcuerra St. 0


P. Reyes St. 0


S. Valderoza St. 0

Sevilla St. 0

Villalobos St. 0

Zaragosa St. 0

Rizal St. 0

Veteranz Ave. 2 6 10

Total no. 2


A. Labor


a. Skilled Worker 6 4.00 366.00 8,784.00

b. Laborer 8 4.00 317.00 10,144.00



B. Equipment


b. Concrete Vibrator 1 4.00 800.00 3,200.00

c. Welding Machine 1 4.00 2,160.00 8,640.00




E. Materials

Veteranz Ave.

a. 2.00 pcs. 7,130.00 14,260.00

b. 150mm.Ø x 50mm.Ø D. I. Tee, M/M 2.00 pcs. 5,455.00 10,910.00

c. 150mm.Ø CI Valve Box Cover 2.00 pcs. 1,402.00 2,804.00

d. 150mm.Ø x 6.00m. PVC Pipe, Class 150, B/S, 1.00 pc. 4,340.00 4,340.00

e. 150mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 2.00 pcs. 1,600.00 3,200.00

f. 50mm.Ø Brass Single Adaptor 2.00 pcs. 520.00 1,040.00

g. 50mm.Ø x 60.00m. P. E. Tubing, SDR 11 1.00 roll 7,300.00 7,300.00

h. 50mm Ø x 2000mm. Sch. 40 G. I. Nipple (Standard BSP Thread, Both End 2.00 pcs. 548.00 1,096.00


50mm.Ø D. I. Body Gate Valve, PN16, NRS, F/F, with 2-Units Steel Ring Flange in accordance w/ ANSI B16.5 Class 150 Standard w/ 8 pcs.- 16mm.Ø x 75mm Stainless Steel Bolt Head, Nut & Washer

of 184

i. 50mm.Ø x 625mm. Sch. 40 G. I. Nipple (Standard BSP Thread, Both Ends 2.00 pcs. 249.00 498.00

j. 50mm.Ø x 430mm. Sch. 40 G. I. Nipple (Standard BSP Thread, Both Ends 2.00 pcs. 198.00 396.00

of 184

k. 50mm.Ø x 330mm. Sch. 40 G. I. Nipple (Standard BSP Thread, Both Ends 2.00 pcs. 176.00 352.00

l. 50mm.Ø x 200mm. Sch. 40 G. I. Nipple (Standard BSP Thread, One End) 2.00 pcs. 155.00 310.00

m. 50mm.Ø x 150mm. Sch. 40 G. I. Nipple (Standard BSP Thread, Both Ends 2.00 pcs. 136.00 272.00

n. 50mm.Ø x 100mm. Sch. 40 G. I. Nipple (Standard BSP Thread, Both Ends 22.00 pcs. 124.00 2,728.00

o. 50mm.Ø Sch. 40 G. I. Tee 26.00 pcs. 104.00 2,704.00

p. 4.00 pcs. 72.00 288.00

q. 50mm.Ø G. I. Union Patent 2.00 pcs. 83.00 166.00

r. 50mm.Ø x 12mm.Ø G. I. Bushing 24.00 pcs. 52.00 1,248.00

s. 12mm.Ø G. I. Plug 8.00 pcs. 12.00 96.00

t. 6mm. thk. Rubber Gasket 4.00 kgs 140.00 560.00

u. 12mm Thread Seal Tape 32.00 rolls. 28.00 896.00

v. 32.00 pcs. 23.00 736.00

w. 12mmØ x 560mm GI Nipple, Sch. 40 16.00 pcs. 85.00 1,360.00

x. 12mmØ x 150mm GI Nipple, Sch. 40 16.00 pcs. 60.00 960.00

y. 12mmØ x 63mm GI Nipple, Sch. 40 16.00 pcs. 57.00 912.00

z. 12mm Ø Water Meter 16.00 units 1,300.00 20,800.00

a.a. Water Meter Sealing Wire 16.00 pcs. 5.00 80.00

a.b. 12mmØ Brass Tail Piece 16.00 pcs. 437.85 7,005.60

a.c. 12mmØ Safety Valve (Key Type) 16.00 pcs. 360.00 5,760.00

a.d. 12mmØ Brass Ball Valve 16.00 pcs. 250.00 4,000.00

a.e. 12mmØ x 6.00m Reinf. Steel Def Bar 6.40 pcs. 192.00 1,228.80

a.f Portland Cement 6.40 bags. 265.00 1,696.00

a.g. Washed Sand 0.16 cu.m. 1,000.00 160.00

a.h. Gravel (G-1) 0.32 cu.m. 1,000.00 320.00

a.i. Hacksaw Blade 10.00 pcs. 65.00 650.00

a.j. 4" Common Wire Nail 1.00 kg. 80.00 80.00

a.k. 3" C.W. Nail 1.00 kg. 80.00 80.00

a.l. 2" C.W. Nail 2.00 kgs. 80.00 160.00

a.m.1-1/2" C.W. Nail 1.00 kg. 80.00 80.00

a.n. 1" C.W. Nail 2.00 kgs. 80.00 160.00

a.o. 6mm. thk. x 38mm. x 38mm. x 6.00m. MS Angle Bar 6.00 pcs. 852.00 5,112.00

a.p. # 4 x 50mm. x 50mm. x 1.20m. x 2.40m. Steel Matting 4.00 shts. 1,500.00 6,000.00

a.q. 10mm. Ø x 20mm. SS Triangular Head Bolt w/ Nut 8.00 pcs. 65.00 520.00

a.r. Welding Rod (6011) 4.00 kgs. 160.00 640.00

a.s. Welding Glass # 12 1.00 pc. 25.00 25.00

a.t. 10mmØ x 6.00m Deformed Reinforced Steel Bar 8.00 pcs. 130.00 1,040.00

a.u. #16 G. I. Tie Wire 5.00 kgs. 70.00 350.00

a.v. 12mm. thk. x 1.20m. x 2.40m. Ordinary Plywood 4.00 shts. 950.00 3,800.00

a.w. 20 pcs. -2" x 2" x 10' Coco Lumber 66.67 bd.ft. 20.00 1,333.33

a.x. 20 pcs. -2" x 3" x 10' Coco Lumber 100.00 bd.ft. 20.00 2,000.00

a.y. Zinc Chromate Epoxy Primer (Yellow) 2.00 gals. 937.65 1,875.30

a.z. Quick Dry Enamel (Royal Blue) 2.00 gals. 792.00 1,584.00

b.a. Rust Converter 2.00 gals. 260.00 520.00

b.b. Paint Thinner 2.00 gals. 332.00 664.00

b.c. 2" Paint Brush 2.00 pcs. 35.00 70.00

b.d. 2" Steel Brush 2.00 pcs. 20.00 40.00

b.e. 25mm Teflon Tape 30.00 rolls 38.00 1,140.00








50mm.Ø x 90o G. I. Elbow, Sch. 40

12mmØ x 900 GI Elbow, Sch. 40

of 184



PROJECT LOCATION:

Item No./Description: SPL-14 CONSTRUCTION OF 1.00M X 1.50M CONCRETE VALVE BOX W/ PREFAB DI COVER




Location No. of Valve Box

Corcuerra St. 7


P. Reyes St. 1


S. Valderoza St. 2

Sevilla St. 12

Villalobos St. 6

Zaragosa St. 11

Rizal St. 2

Veteranz Ave. 7

Total no. 60


A. Labor


b. Skilled Worker 20 60.00 366.00 439,200.00

c. Laborer 20 60.00 317.00 380,400.00



B. Equipment


b. Concrete Vibrator 5 17.14 800.00 68,571.43



C. Total (A+B) 1,211,725.71 D. Output per day = 1.00 UNIT/DAY


E. Materials

Corcuerra St.

a. Cement 266.00 bags 265.00 70,490.00

b. Sand 14.00 cu.m 1,000.00 14,000.00

c. Gravel 21.00 cu.m 1,000.00 21,000.00

d. Reinforcing Steel Bar 1,668.87 kgs. 36.00 60,079.32

e. #16 GI Tie wire (2% of RSB) 21.00 kgs. 70.00 1,470.00

f. W12 x 26 A36 Wide Flange (AISC Standard) 487.48 kgs. 60.00 29,248.80

g. 9mm thk. x 0.25m x 0.62m ASTM A36 Steel Plate 304.67 kgs. 60.00 18,280.08

h. 9mm thk. X 0.0795m x 0.296m ASTM A36 Steel Plate 92.54 kgs. 60.00 5,552.40

i. 50mm x 50mm x 6mm x 6.00m MS Angle Bar 185.96 kgs. 48.00 8,925.84

j. 16mmØ x 6.00m Stainless Steel Rod 33.18 kgs. 1,318.57 43,750.15 k. 150mmØ x 6.00m PVC Pipe, Class 150, w/ B/S & R.R. 3.50 pc. 4,340.00 15,190.00

l. 7.00 pc. 71,500.00 500,500.00

m. Welding Rod (1kg./2000kg. of steel) 56.91 kgs. 145.00 8,251.95

n. 1/2" Ordinary Plywood - 2 uses 42.00 shts. 950.00 39,900.00

o. Coco Lumber - 2 uses 875.00 bd.ft. 20.00 17,500.00

p. Assorted CWN (1kg/100 bd.ft of lumber) 10.50 kgs. 68.00 714.00

q. Stainless Welding Rod 1.75 kg. 396.00 693.00

r. Hacksaw Blade 21.00 pcs. 65.00 1,365.00


1m x 1.50m D.I. Rectangular Manhole Frame Double Cover, Light Series

of 184

of 184


a. Cement 342.00 bags 265.00 90,630.00

b. Sand 18.00 cu.m 1,000.00 18,000.00

c. Gravel 27.00 cu.m 1,000.00 27,000.00







j. 16mmØ x 6.00m Stainless Steel Rod 42.66 kgs. 1,318.57 56,250.20

k. 150mmØ x 6.00m PVC Pipe, Class 150, w/ B/S & R.R. 4.50 pc. 4,340.00 19,530.00

l. 9.00 pc. 71,500.00 643,500.00



o. Coco Lumber - 2 uses 1,125.00 bd.ft. 20.00 22,500.00




P. Reyes St.

a. Cement 38.00 bags 265.00 10,070.00

b. Sand 2.00 cu.m 1,000.00 2,000.00

c. Gravel 3.00 cu.m 1,000.00 3,000.00

d. Reinforcing Steel Bar 238.41 kgs. 36.00 8,582.76

e. #16 GI Tie wire (2% of RSB) 3.00 kgs. 70.00 210.00



h. 9mm thk. X 0.0795m x 0.296m ASTM A36 Steel Plate 13.22 kgs. 60.00 793.20



l. 1.00 pc. 71,500.00 71,500.00






r. Hacksaw Blade 3.00 pcs. 65.00 195.00

Pettit Barracks St.

a. Cement 114.00 bags 265.00 30,210.00

b. Sand 6.00 cu.m 1,000.00 6,000.00

c. Gravel 9.00 cu.m 1,000.00 9,000.00








l. 3.00 pc. 71,500.00 214,500.00







S. Valderoza St.

a. Cement 76.00 bags 265.00 20,140.00

b. Sand 4.00 cu.m 1,000.00 4,000.00

c. Gravel 6.00 cu.m 1,000.00 6,000.00




of 184



of 184






l. 2.00 pc. 71,500.00 143,000.00







Sevilla St.

a. Cement 456.00 bags 265.00 120,840.00

b. Sand 24.00 cu.m 1,000.00 24,000.00

c. Gravel 36.00 cu.m 1,000.00 36,000.00








l. 12.00 pc. 71,500.00 858,000.00




p. Assorted CWN (1kg/100 bd.ft of lumber) 18.00 kgs. 68.00 1,224.00

q. Stainless Welding Rod 3.00 kg. 396.00 1,188.00


Villalobos St.

a. Cement 228.00 bags 265.00 60,420.00

b. Sand 12.00 cu.m 1,000.00 12,000.00

c. Gravel 18.00 cu.m 1,000.00 18,000.00








l. 6.00 pc. 71,500.00 429,000.00







Zaragosa St.

a. Cement 418.00 bags 265.00 110,770.00

b. Sand 22.00 cu.m 1,000.00 22,000.00

c. Gravel 33.00 cu.m 1,000.00 33,000.00










of 184



of 184

l. 11.00 pc. 71,500.00 786,500.00




p. Assorted CWN (1kg/100 bd.ft of lumber) 16.50 kgs. 68.00 1,122.00

q. Stainless Welding Rod 2.75 kg. 396.00 1,089.00


Rizal St.

a. Cement 76.00 bags 265.00 20,140.00

b. Sand 4.00 cu.m 1,000.00 4,000.00

c. Gravel 6.00 cu.m 1,000.00 6,000.00








l. 2.00 pc. 71,500.00 143,000.00







Veteranz Ave.

a. Cement 266.00 bags 265.00 70,490.00

b. Sand 14.00 cu.m 1,000.00 14,000.00

c. Gravel 21.00 cu.m 1,000.00 21,000.00









l. 7.00 pc. 71,500.00 500,500.00








F. Direct Cost (C+E) 8,556,673.22




J. Total Cost 10,511,873.05






PROJECT NAME:

PROJECT LOCATION: MAYOR CESAR C. CLIMACO AVE., ZAMBOANGA CITY

Item No./Description: SPL-15 D.I. BRIDGE CROSSING





A. Labor

a. Construction Foreman 1 0.00 524.00 -

b. Pipefitter 1 0.00 341.00 -

c. Skilled Worker 3 0.00 366.00 -

d. Laborers 6 0.00 317.00 -

Sub-Total for A P -


B. Equipment

a. Generator Set/ Welding Machine w/ complete accessories (w/ 1 0.00 2,160.00 -

b. ICS Ductile Iron Pipe-Cutting Gas Chain Saw 1 0.00 1,600.00 -

Sub-Total for B P -

C. Total (A+B) - D. Output per day = 3.00 LN.M./DAY


E. Materials

a. 200mmØ x 6.0m D.I. Pipe, Flanged End 1.20 pc. 13,633.93 16,360.72

b. 6mm Thk x 50mm x 6.0m MS Flat Bar 1.61 pcs. 865.20 1,392.97

c. 12mmØ x 25mmØ MS Bolt with Nut and Washer 20.00 pcs. 36.75 735.00

d. 12mmØ x 6.0m MS Plain Round Bar 2.42 pcs. 260.00 628.95

e. 6011 Welding Rod 2.50 kgs. 143.90 359.75

f. Red Oxide Metal Primer 2.20 gals. 427.00 940.48

g. Quick Dry Enamel (Blue) 2.20 gals. 655.20 1,443.10

h. Paint Thinner 2.20 gals. 332.00 731.24

i. 3" Paint Brush 2.00 pcs. 65.00 130.00

j. 4" Paint Brush 2.00 pcs. 95.00 190.00

k. 200mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 4.00 pcs. 4,308.00 17,232.00

l. 200mmØ D.I. Adapter, FS (Flanged Spigot) 2.00 pcs. 5,287.91 10,575.82

m. 200mmØ x 90º D.I. Bend, Flanged 4.00 pcs. 5,333.33 21,333.33

n. 20mmØ x 70mm Hex Head Stainless Bolt w/ Nut & Wa 84.00 pcs. 62.76 5,271.84

o. 6mm thk Rubber Gasket 9.33 kgs. 140.00 1,306.67







k. Total Unit Cost #DIV/0!

PROPOSED REPLACEMENT OF 200mmØ PIPELINE FROM INTERSECTION OF TOMAS CLAUDIO ST. TO INTERSECTION OF GOV. ALVAREZ ST.


PROJECT NAME:

PROJECT LOCATION: MAYOR CESAR C. CLIMACO AVE., ZAMBOANGA CITY

Item No./Description: SPL-16 INSTALLATION OF 150mm BLOW-OFF ASSEMBLY



Quantity: 0.00 UNIT


A. Labor

a. Pipefitter 1 0.00 524.00 -

b. Skilled Worker 3 0.00 366.00 -

c. Laborer 6 0.00 317.00 -

Sub-Total for A P -


B. Equipment

Sub-Total for B P -

C. Total (A+B) - D. Output per day = 0.50 UNIT/DAY


E. Materials

a. 200mmØ x 100mmØ D.I. Tee, F/F in Accordance w/ ISO 2531 1 pc. 10,205.00 10,205.00

b. 200mmØ D.I. Adapter, FS (Flanged Spigot) 2 pcs. 5,287.91 10,575.82

c. 200mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 2 pcs. 4,308.00 8,616.00

d. 100mmØ D.I. Gate Valve, F/F, PN16 1 pc. 12,879.00 12,879.00

e. 100mmØ x 90º D.I. Bend, F/F 2 pcs. 4,000.00 8,000.00

f. 100mmØ D.I. Adapter, FS (Flanged Spigot) 3 pcs. 3,965.93 11,897.79

g. 100mmØ D.I. Sleeve Type Flexible Coupling, (D.I.) 3 pcs. 2,730.00 8,190.00

h. 100mmØ x 6.0m D.I. Pipe, Push-on in Accordance w/ ISO 2531 0.50 pcs. 9,988.85 4,994.43

i. 100mmØ D.I. Valve Box Cover 1 pc. 1,402.00 1,402.00

j. 100mmØ x 6.0m PVC Pipe, Class 150 B/S w/ R.R. 0.42 pc. 4,340.00 1,808.33

k. 20mmØ x 70mm Hex. Head Stainless Steel Bolt w/ Nut & Washer 56 pcs. 62.76 3,514.56

l. 6mm Thk Rubber Gasket 10.67 kgs. 140.00 1,493.33

m. 12mmØ x 6.00m Deformed Rein. Steel Bar 0.27 pc. 266.00 71.82

n. Portland Cement 2.62 bags 260.00 680.07

o. Washed Sand 0.10 cu.m. 1,000.00 104.63

p. Gravel 0.21 cu.m. 1,000.00 209.25








PROPOSED REPLACEMENT OF 200mmØ PIPELINE FROM INTERSECTION OF TOMAS CLAUDIO ST. TO INTERSECTION OF GOV. ALVAREZ ST.

P40

pachamba



PROJECT LOCATION:

Item No./Description: 201 AGGREGATE BASE COURSE




Location

Corcuerra St. 42.06


P. Reyes St. 22.53



Sevilla St. 58.64


Zaragosa St. 54.83

Rizal St. 42.73


Total volume 547.41


A. Labor


b. Laborers 8 15.91 317.00 40,350.95



B. Equipment

a. Tamper Rammer Machine 2 15.91 1,000.00 31,822.52

b. Plate Compactor 2 15.91 984.00 31,313.36

c. Water Truck (1000 gal.) 2 1.59 8,520.00 27,112.78

Minor Tools (10%) 4,869.00




E. MaterialsItem 201 (Aggregate Base Course) 547.41 cu.m. 680.00 372,239.43







Volume of Item 201 (cu.m.)



PROJECT LOCATION:

Item No./Description: 200 AGGREGATE SUBBASE COURSE




Location

Corcuerra St. 40.70


P. Reyes St. 21.80



Sevilla St. 56.75


Zaragosa St. 53.06

Rizal St. 41.35


Total volume 529.75


A. Labor


b. Laborers 8 15.40 317.00 39,049.31



B. Equipment

a. Tamper Rammer Machine 2 15.40 1,000.00 30,795.98

b. Water Truck (1000 gal.) 2 1.54 8,520.00 26,238.18

Minor Tools (10%) 4,712.00




E. MaterialsItem 200 (Aggregate Subbase Course) 529.75 cu.m. 680.00 360,231.70







Volume of Item 200 (cu.m.)




Item No./Description: ITEM 311(1)aPCC PAVEMENT (PLAIN) - CONVENTIONAL METHOD 230mm THICK



Quantity: 341.31 SQ.M.


A. Labor


b. Laborers 15 5 317.00 25,922.09

c. Carpenter 1 5 366.00 1,995.26

d. Mason 2 5 366.00 3,990.53

e. Light Equipment Operator 3 5 394.00 6,443.72



B. Equipment

a. Concrete Mixer 1 5 1,376.00 7,501.32

b. Concrete Vibrator 2 5 1,192.00 12,996.48

c. Water Truck (1000 gal.) 1 5 8,520.00 46,447.15

Minor Tools (10%) 4,121.00


C. Total (A+B) 112,274.16 D. Output per day = 62.61 SQ.M./DAY


E. Materials

Curing Compound 99 ltrs. 30.00 2,969.43

Portland Cement 1051 bags 260.00 273,324.25

Washed Sand 42 cu.m. 1,000.00 42,049.88

Gravel (331A) 63 cu.m. 1,000.00 63,074.83










PROJECT LOCATION: CORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLAL

Item No./Description: ITEM 310(b) BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.)


Output per day: 1,370.40 SQ.M./DAY



A. Labor


b. Skilled Worker 6 0.09 366.00 188.73

c. Laborers 12 0.09 317.00 326.93



B. Equipment

a. Asphalt Paver (80 Hp) 1 0.09 14,664.00 1,260.27

b. Pneumatic Roller (10 m.t.) 1 0.09 4,424.00 380.21

c. Tandem Steel Roller (10.1 m.t.) 1 0.09 13,216.00 1,135.82

d. Dump Truck (10 cu.m.) 2 0.09 10,816.00 1,859.12

e. Asphalt Batch Plant (60-80 TPH) 1 0.09 9,717.84 835.18

f. Water Truck (1000 gal.) 1 0.09 8,520.00 732.24

g. Payloader (1.50 cu.m.) 1 0.09 13,864.00 1,191.51

Minor Tools (10% of Labor) 56.00


C. Total (A+B) 8,011.05 D. Output per day = 1,370.40 SQ.M./DAY


E. Materialsa. Asphalt Cement (6.5%) 0.96 m.t. 50,775.00 48,976.99

b. Aggregates (93%) 5.75 cu.m. 1,000.00 5,750.43

c. Mineral Filler (7%) 15.58 bag 245.00 3,817.55

(w/ 5% wastage)








of 184



PROJECT LOCATION:

Item No./Description: 311 (1)b PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK




Location Area for PCC Pavement (sq.m.)



P. Reyes St. 63.20



Sevilla St. 164.50


Zaragosa St. 153.80

Rizal St. 119.85


Total Area 2156.13


A. Labor


b. Skilled Worker 4 3.85 366.00 5,636.74

c. Laborers 12 3.85 317.00 14,646.28



B. Equipment

a. Transit Mixer (5 cu.m.) 4 3.85 10,232.00 157,582.23


c. Batching Plant (30 cu.m.) 1 3.85 9,664.24 37,209.55

d. Payloader (1.50 cu.m.), LX80-2C 1 3.85 13,864.00 53,379.59

e. Concrete Screeder (5.5 Hp) 1 3.85 4,360.00 16,787.00

f. Water Truck (1000 gal.) 1 3.85 8,520.00 32,803.96




E. Materials

Corcuerra St.a. Curing Compound 34.21 lit. 28.00 957.92

b. Washed Sand 14.92 cu.m. 1,000.00 14,923.21

c. Gravel (311-a) 27.13 cu.m. 1,000.00 27,133.10 d. Portland Cement 258.35 bags 265.00 68,463.89


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Gen. Vicente Alvarez St.a. Curing Compound 57.11 lit. 28.00 1,599.07

b. Washed Sand 24.91 cu.m. 1,000.00 24,911.64


P. Reyes St.a. Curing Compound 18.33 lit. 28.00 513.15

b. Washed Sand 7.99 cu.m. 1,000.00 7,994.32


Pettit Barracks St.a. Curing Compound 39.34 lit. 28.00 1,101.48

b. Washed Sand 17.16 cu.m. 1,000.00 17,159.73


S. Valderoza St.a. Curing Compound 72.79 lit. 28.00 2,038.12

b. Washed Sand 31.75 cu.m. 1,000.00 31,751.50


Sevilla St.a. Curing Compound 47.71 lit. 28.00 1,335.74

b. Washed Sand 20.81 cu.m. 1,000.00 20,809.25


Villalobos St.a. Curing Compound 42.12 lit. 28.00 1,179.27

b. Washed Sand 18.37 cu.m. 1,000.00 18,371.59


Zaragosa St.a. Curing Compound 44.60 lit. 28.00 1,248.88

b. Washed Sand 19.46 cu.m. 1,000.00 19,456.05


Rizal St.a. Curing Compound 34.76 lit. 28.00 973.18

b. Washed Sand 15.16 cu.m. 1,000.00 15,161.02


Veteranz Ave.a. Curing Compound 234.32 lit. 28.00 6,560.96

b. Washed Sand 102.21 cu.m. 1,000.00 102,212.00



F. Direct Cost (C+E) 2,366,711.65




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J. Total Cost 2,907,505.26


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PROJECT LOCATION:

Item No./Description: 302a BITUMINOUS TACK COAT (Emulsified Asphalt)

Unit of Measurement: M.T.

Output per day: 2.40 M.T./DAY

Quantity: 0.89 M.T.

Location

Corcuerra St. 0.02


P. Reyes St. 0.00



Sevilla St. 0.00

Villalobos St. 0.01

Zaragosa St. 0.01

Rizal St. 0.05

Veteranz Ave. 0.61

Total 0.89


A. Labor


b. Laborers 3 0.37 317.00 354.12



B. Equipment

a. Asphalt Distributor 1 0.37 7,488.00 2,788.26

b. Power Broom 1 0.37 1,044.32 388.87



C. Total (A+B) 3,781.37 D. Output per day = 2.40 M.T./DAY


E. Materials

Corcuerra St.a. Emulsified Asphalt SS-1 (w/ 5% wastage) 0.02 m.t. 44,000.00 1,078.88

S. Valderoza St.a. Emulsified Asphalt SS-1 (w/ 5% wastage) 0.20 m.t. 44,000.00 8,949.37

Villalobos St.a. Emulsified Asphalt SS-1 (w/ 5% wastage) 0.01 m.t. 44,000.00 250.74


Quantity of Emulsified Asphalt (M.T.)

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Zaragosa St.a. Emulsified Asphalt SS-1 (w/ 5% wastage) 0.01 m.t. 44,000.00 262.04

Rizal St.a. Emulsified Asphalt SS-1 (w/ 5% wastage) 0.06 m.t. 44,000.00 2,436.75

Veteranz Ave.a. Emulsified Asphalt SS-1 (w/ 5% wastage) 0.64 m.t. 44,000.00 28,309.95










PROJECT LOCATION:

Item No./Description: 310(b) BITUMINOUS CONCRETE SURFACE COURSE (50 mm. Thk.)




Location Area of 50mm thk. Asphalt

Corcuerra St. 13.94


P. Reyes St. 0.00



Sevilla St. 0.00

Villalobos St. 0.00

Zaragosa St. 0.00

Rizal St. 0.00

Veteranz Ave. 0.00

Total Area 13.94


A. Labor


b. Skilled Worker 6 0.01 366.00 22.33

c. Laborers 12 0.01 317.00 38.68



B. Equipment

a. Asphalt Paver (80 Hp) 1 0.01 14,664.00 149.12


c. Tandem Steel Roller (10.1 m.t.) 1 0.01 13,216.00 134.40

d. Dump Truck (10 cu.m.) 2 0.01 10,816.00 219.98

e. Asphalt Batch Plant (60-80 TPH) 1 0.01 9,717.84 98.82

f. Water Truck (1000 gal.) 1 0.01 8,520.00 86.64

g. Payloader (1.50 cu.m.) 1 0.01 13,864.00 140.99



C. Total (A+B) 948.29 D. Output per day = 1,370.40 SQ.M./DAY


E. Materials

Corcuerra St.a. Asphalt Cement (6.5%) 0.11 m.t. 50,775.00 5,639.58

b. Aggregates (93%) 0.68 cu.m. 1,000.00 680.08

c. Mineral Filler (7%) 1.81 bags 245.00 443.86

(w/ 5% wastage)







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PROJECT LOCATION:





Location

Corcuerra St. 17.84


P. Reyes St. 0.00



Sevilla St. 0.00

Villalobos St. 7.38

Zaragosa St. 0.00

Rizal St. 71.76

Veteranz Ave. 0.00

Total Area 96.98


A. Labor


b. Skilled Worker 6 0.14 366.00 310.81

c. Laborers 12 0.14 317.00 538.40



B. Equipment




d. Dump Truck (10 cu.m.) 2 0.14 10,816.00 3,061.69

e. Asphalt Batch Plant (60-80 TPH) 1 0.14 9,717.84 1,375.42

f. Water Truck (1000 gal.) 1 0.14 8,520.00 1,205.88

g. Payloader (1.50 cu.m.) 1 0.14 13,864.00 1,962.25





E. Materials

Corcuerra St.a. Asphalt Cement (6.5%) 0.28 m.t. 50,775.00 14,435.63

b. Aggregates (93%) 1.74 cu.m. 1,000.00 1,740.79

c. Mineral Filler (7%) 4.64 bags 245.00 1,136.15

(w/ 5% wastage)

Villalobos St.a. Asphalt Cement (6.5%) 0.12 m.t. 50,775.00 5,976.27

b. Aggregates (93%) 0.72 cu.m. 1,000.00 720.68


(w/ 5% wastage)


Area of 100mm thk. Asphalt

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Rizal St.a. Asphalt Cement (6.5%) 1.14 m.t. 50,775.00 58,079.21

b. Aggregates (93%) 7.00 cu.m. 1,000.00 7,003.78


(w/ 5% wastage)








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PROJECT LOCATION:





Location

Corcuerra St. 0.00


P. Reyes St. 0.00



Sevilla St. 0.00

Villalobos St. 0.00

Zaragosa St. 7.72

Rizal St. 0.00


Total Area 1104.97


A. Labor


b. Skilled Worker 6 2.42 366.00 5,311.97

c. Laborers 12 2.42 317.00 9,201.61



B. Equipment


b. Pneumatic Roller (10 m.t.) 1 2.42 4,424.00 10,701.34


d. Dump Truck (10 cu.m.) 2 2.42 10,816.00 52,326.27

e. Asphalt Batch Plant (60-80 TPH) 1 2.42 9,717.84 23,506.77

f. Water Truck (1000 gal.) 1 2.42 8,520.00 20,609.28

g. Payloader (1.50 cu.m.) 1 2.42 13,864.00 33,536.03

Minor Tools (10% of Labor) 1,578.00




E. Materials

S. Valderoza St.a. Asphalt Cement (6.5%) 6.30 m.t. 50,775.00 319,957.67

b. Aggregates (93%) 38.58 cu.m. 1,000.00 38,583.72


(w/ 5% wastage)

Zaragosa St.a. Asphalt Cement (6.5%) 0.18 m.t. 50,775.00 9,368.43

b. Aggregates (93%) 1.13 cu.m. 1,000.00 1,129.74


Area of 150mm thk. Asphalt

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(w/ 5% wastage)

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Veteranz Ave.a. Asphalt Cement (6.5%) 19.93 m.t. 50,775.00 1,012,137.02

b. Aggregates (93%) 122.05 cu.m. 1,000.00 122,053.68


(w/ 5% wastage)


F. Direct Cost (C+E) 1,834,288.36




J. Total Cost 2,253,423.25




PROJECT LOCATION:





Location


A. Labor

a. Construction Foreman 1 0.00 524.00 -

b. Skilled Worker 24 0.00 366.00 -

c. Laborers 48 0.00 317.00 -

Sub-Total for A P -


B. Equipment

a. Asphalt Paver (80 Hp) 4 0.00 14,664.00 -

b. Pneumatic Roller (10 m.t.) 4 0.00 4,424.00 -

c. Tandem Steel Roller (10.1 m.t.) 4 0.00 13,216.00 -

d. Dump Truck (10 cu.m.) 8 0.00 10,816.00 -

e. Asphalt Batch Plant (60-80 TPH) 4 0.00 9,717.84 -

f. Water Truck (1000 gal.) 4 0.00 8,520.00 -

g. Payloader (1.50 cu.m.) 4 0.00 13,864.00 -

Minor Tools (10% of Labor) -

Sub-Total for B P -

C. Total (A+B) - D. Output per day = 1,370.40 SQ.M./DAY


E. Materialsa. Asphalt Cement (6.5%) 0.00 m.t. 50,775.00 -

b. Aggregates (93%) 0.00 cu.m. 1,000.00 -

c. Mineral Filler (7%) 0.00 bags 245.00 -

(w/ 5% wastage)

Sub-Total for E P -

F. Direct Cost (C+E) -





J. Total Cost -





Item No./Description: SPL-15 CONSTRUCTION OF VALVE BOX





A. Labor

a. Construction Foreman 1 2.5 524 1,310.00

b. Skilled Worker 4 2.5 366.00 3,660.00

c. Laborers 4 2.5 317.00 3,170.00



B. Equipment

a. Concrete Mixer 1 2.50 1,376.00 3,440.00







E. Materials

a. Cement 3.00 bags 260.00 780.00

b. Sand 1.50 cu.m. 1,000.00 1,500.00

c. Gravel 2.00 cu.m. 1,000.00 2,000.00

d. *16mmØ x 6.0 Reinforcing Steel Bar 30.00 pcs. 337.00 10,110.00

e. #16 GI Tie Wire 4.00 pcs. 75.00 300.00

f. *4mm thk. X 50mm x 50mm x 6mm MS Angle Bar 1.00 pc. 1,045.00 1,045.00

g. *16mmØ x 6.00m Stainless Steel Rod 2.00 pcs. 2,325.07 4,650.14

h. 150mmØ x 6.00m PVC Pipe, Class 150, w/ B/S & R.R. 1.00 pc. 4,609.50 4,609.50

i. 1m x 1.50m D.I. Rectangular Manhole Frame Double Cover, Light Series 1.00 pc. 71,500.00 71,500.00

j. 6011 Welding Rod 1.00 kg. 144.00 144.00

k. *1/2" Ordinary Plywood - 2 uses 5.00 sheets 950.00 4,750.00

l. 30 pcs. -2" x 3" x 10' Coco Lumber - 2 uses 150.00 bd.ft 20.00 3,000.00

m. 4" C.W. Nail 3.00 kgs. 80.00 240.00

n. Stainless Welding Rod 0.25 kg. 340.00 85.00

o. Hacksaw Blade 3.00 pcs. 56.00 168.00

p. *12mmØ x 6.0 Reinforcing Steel Bar 5.00 pcs. 266.00 1,330.00

q. *10mmØ x 6.0 Reinforcing Steel Bar 17.00 pcs. 130.00 2,210.00

r. *12mmØ x 6.00m MS Plain Round Bar 1.00 pc. 260.00 260.00








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




Item No./Description: SPL-16 LAYING 50mmØ P.E. TUBING, SDR 11 FEEDERLINEUnit of Measurement: LN.M.Output per day: 20.62 LN.M./DAYQuantity: 120.00 LN.M.


A. Labora. Construction Foreman 1 5.82 366.00 2,130.12 b. Laborers 8 5.82 317.00 14,759.52

c. Pipefitter 1 5.82 341.00 1,984.62



B. Equipment

Sub-Total for B P -



E. Materialsa. 50mm.Ø x 60m P.E. Tubing, SDR 11 2 rolls 10,713.00 21,426.00











Item No./Description: SPL-10 BRIDGE CROSSING





A. Labor

a. Pipefitter 3 63.33 394.00 74,860.00

b. Skilled Worker 9 63.33 366.00 208,620.00

c. Laborer 18 63.33 317.00 361,380.00



B. Equipment

a. Generator Set/ Welding Machine w/ complete accessories (w/ fuel) 3 63.33 2,160.00 410,400.00

b. Boom Truck 3 63.33 9,600.00 1,824,000.00

c. Cut-off Saw 3 63.33 200.00 38,000.00

Sub-Total for B P 2,272,400.00

C. Total (A+B) 2,917,260.00 D. Output per day = 3.00 LN.M. /day


E. Materials

a. 190.00 ln.m. 95,856.00 18,212,640.00

b. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 373.67 pcs. 1,123.00 419,627.67

c. 12mmØ x 6.00m MS Plain Round Bar 76 pcs. 146.00 11,096.00

d. 12mmØ x 75mm S.S. Bolt w/ Nut & Washer 1520 pcs. 65.00 98,800.00

e. 6mm Thk x 50mm x 6.00m MS Flat Bar 95 pcs. 894.00 84,930.00

f. Welding Rod (6011) 28.5 kgs. 145.00 4,132.50

g. Cut-Off Saw Wheel 19 pcs. 200.00 3,800.00

h. Red Oxide Metal Primer 26.6 gals 480.00 12,768.00

i. Quick Dry Enamel (Royal Blue) 26.6 gals 558.80 14,864.08

j. Paint Thinner 13.3 gals 480.00 6,384.00

k. 4" Paint Brush 6.65 pcs. 50.00 332.50

l. Portland Cement 532 bags 240.00 127,680.00

m. Washed Sand 26.01 cu.m. 1,000.00 26,008.89

n. Gravel 52.02 cu.m. 1,000.00 52,017.78

o. 16mmØ x 6.00m Deformed Reinf. Steel Bar 17472.00 kgs. 45.50 794,976.00

p. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 128.00 shts. 750.00 96,000.00

q. 2" x 2" x 8' Coco Lumber 5937.5 bd.ft. 20.00 118,750.00

r. 1-1/2" C.W. Nail 17.81 kg. 65.00 1,157.81

s. 3" C.W. Nail 41.56 kg. 65.00 2,701.56


F. Direct Cost (C+E) 23,005,926.79

G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011 1,380,355.61

H. Contractor's Profit (CP) 8% per D.O. 29 s 2011 1,840,474.14

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 3,147,210.78

J. Total Cost 29,373,967.32


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