PB5

ORIGINAL

Date :November 04, 2014

Description of worksTo Date Previous This Period

Amount Amount Amount

I DIVISION 01 - PRELIMINARIES 220,000.00 0.55% 0.49 108,020.00 0% 0.00 49.10% 108,020.00

II DIVISION 02 - SURVEY WORKS 398,400.00 1.00% 0.75 299,995.20 0% 0.00 75.30% 299,995.20

III DIVISION 03 - EARTHWORKS 4,599,529.00 11.50% 0.48 2,216,972.98 0% 0.00 48.20% 2,216,972.98

IV DIVISION 05 - ROAD RIGHT OF WAY ### 49.53% 0.19 3,724,772.54 0% 0.00 18.80% 3,724,772.54

V DIVISION 07 - RETAINING WALL/SLOPE PROTE 4,342,766.30 10.86% - 0.00 0% 0.00 0.00% 0.00

VI DIVISION 08 - POTABLE WATER SYSTEM 2,709,630.00 6.77% 0.17 460,637.10 0% 0.00 17.00% 460,637.10

VII DIVISION 09 - DRAINAGE SYSTEM 7,917,054.79 19.79% 0.06 451,272.12 0% 0.00 5.70% 451,272.12

TOTAL ### 100.00% 18% 7,261,669.94 0% 0.00 18.15% 7,261,669.94

TOTAL ACCOMPLISHMENT EVALUATED THIS PERIOD : 18.15% 7,261,669.94

TOTAL ACCOMPLISHMENT TO DATE : 18.15% 7,261,669.94

BALANCE : 81.85% ###

Prepared by: Checked by: Approved by:

Engr. Pennylene Guasis Engr. Erwin Eleserio Arch. Rolando Socorro II

Field Engr. Proj. QS Proj. In-Charge

Project Name: Amaia Scapes Trece Martires, Cavite

Project Location: Brgy. Conchu, Trece Martires, Cavite

Subject : Project Accomplishment Summary

Progress Billing No: 1

Item no.

Contract Amount Rel. wt. Accomp.

(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 1

Date : Nov 04,

2014

ORIGINAL


Description of works Qty Amount To Date Previous This Period


DIVISION 01 - PRELIMINARIES

a. Mobilization/Demobilization lot 1.00 100,000.00 0.25% 49.10% 49,100.00 0% 0.00 49.10% 49,100.00

b. Community Taxes lot 1.00 120,000.00 0.30% 49.10% 58,920.00 0% 0.00 49.10% 58,920.00

Sub Total 220,000.00 0.55% 49.10% 108,020.00 0% 0.00 49.10% 108,020.00

DIVISION 02 - SURVEY WORKS

a. Line & Grade mos 9.00 180,000.00 0.45% 75.30% 135,540.00 0% 0.00 75.30% 135,540.00

b. Lot Monumenting lots 546.00 218,400.00 0.55% 75.30% 164,455.20 0% 0.00 75.30% 164,455.20

Sub Total 398,400.00 1.00% 75.30% 135,540.00 0% 0.00 75.30% 299,995.20

DIVISION 03 - EARTHWORKS

a. Soil Stripping m3 7,573.83 151,578.60 0.38% 48.20% 73,060.89 0% 0.00 48.20% 73,060.89

b. Cut m3 ### 549,754.40 1.37% 48.20% 264,981.62 0% 0.00 48.20% 264,981.62

c. Engineered Fill

- Borrowed Fill m3 ### 1,973,403.35 4.93% 48.20% 951,180.41 0% 0.00 48.20% 951,180.41

d. Hauling & Disposals

- Excess Cut m3 4,271.21 405,764.95 1.01% 48.20% 195,578.71 0% 0.00 48.20% 195,578.71

- Topsoil (Soil Stripping) m3 ### 1,439,027.70 3.60% 48.20% 693,611.35 0% 0.00 48.20% 693,611.35

e. Material Testing lot 1.00 80,000.00 0.20% 48.20% 38,560.00 0% 0.00 48.20% 38,560.00

Sub Total ### 11.50% 48.20% ### 0% 0.00 48.20% ###

DIVISION 05 - ROAD RIGHT OF WAY

a. Sub Grade Preparation m2 ### 252,145.00 0.63% 18.80% 47,403.26 0% 0.00 18.80% 47,403.26

c. Base Coarse m3 4,170.30 2,415,388.91 6.04% 18.80% 454,093.11 0% 0.00 18.80% 454,093.11

e. Portland Cement Concrete Pavement (PCCP)

2 - 3000 Psi (thk = 175 mm) m2 2,342.60 1,897,506.00 4.74% 18.80% 356,731.13 0% 0.00 18.80% 356,731.13

4 - 3000 Psi (thk = 150 mm) m2 ### 8,891,610.00 22.23% 18.80% 1,671,622.68 0% 0.00 18.80% 1,671,622.68

g. Curb & Gutter

3 - S - Type Curb & Gutter l.m. 7,370.00 4,127,200.00 10.32% 18.80% 775,913.60 0% 0.00 18.80% 775,913.60

4 - Barrier l.m. 60.00 18,000.00 0.04% 18.80% 3,384.00 0% 0.00 18.80% 3,384.00

h. Concrete Sidewalk

- Concrete Sidewalk (thk = 100 mm) m2 3,920.60 1,764,270.00 4.41% 18.80% 331,682.76 0% 0.00 18.80% 331,682.76

- Base Coarse m3 392.06 274,442.00 0.69% 18.80% 51,595.10 0% 0.00 18.80% 51,595.10

j. Filling / Levelling of Sidewalk m3 604.68 60,468.00 0.15% 18.80% 11,367.98 0% 0.00 18.80% 11,367.98

k. Filling / Levelling of Planting Strip m3 165.90 16,590.00 0.04% 18.80% 3,118.92 0% 0.00 18.80% 3,118.92

m. Material Testing lot 1.00 95,000.00 0.24% 18.80% 17,860.00 0% 0.00 18.80% 17,860.00

Sub Total ### 49.53% 18.80% ### 0% 0.00 18.80% ###

DIVISION 07 - RETAINING WALL/SLOPE PROTECTION

c. RC Hybrid Retaining Wall

h = 0.50 m l.m. 10.00 39,303.00 0.10% 0.00% 0.00 0% 0.00 0.00% -

h = 0.75 m l.m. 92.01 600,489.81 1.50% 0.00% 0.00 0% 0.00 0.00% -

h = 1.00 m l.m. 166.66 1,154,721.15 2.89% 0.00% 0.00 0% 0.00 0.00% -

h = 1.25 m l.m. 23.67 657,934.72 1.64% 0.00% 0.00 0% 0.00 0.00% -

h = 1.50 m l.m. 80.94 390,135.24 0.98% 0.00% 0.00 0% 0.00 0.00% -

h = 1.75 m l.m. 11.72 229,982.68 0.57% 0.00% 0.00 0% 0.00 0.00% -

h = 2.00 m l.m. 20.50 322,216.95 0.81% 0.00% 0.00 0% 0.00 0.00% -

h = 2.25 m l.m. 5.00 88,412.50 0.22% 0.00% 0.00 0% 0.00 0.00% -

h = 2.50 m l.m. 7.50 147,353.25 0.37% 0.00% 0.00 0% 0.00 0.00% -

h = 2.75 m l.m. 10.00 216,128.00 0.54% 0.00% 0.00 0% 0.00 0.00% -

h = 3.00 m l.m. 10.00 235,774.00 0.59% 0.00% 0.00 0% 0.00 0.00% -

h = 3.25 m l.m. 7.50 191,565.00 0.48% 0.00% 0.00 0% 0.00 0.00% -

h = 3.50 m l.m. 2.50 68,750.00 0.17% 0.00% 0.00 0% 0.00 0.00% -

Sub Total ### 10.86% 0.00% 0.00 0% 0.00 0.00% 0.00

DIVISION 08 - POTABLE WATER SYSTEM

a. uPVC Pipes Class 150 (Color Blue)

- 63 mm Ǿ Pipes (2") l.m. 1,328.00 239,040.00 0.60% 17.00% 40,636.80 0% 0.00 17.00% 40,636.80

- 90 mm Ǿ Pipes (3") l.m. 1,839.00 478,140.00 1.20% 17.00% 81,283.80 0% 0.00 17.00% 81,283.80

- 110 mm Ǿ Pipes (4") l.m. 509.00 167,970.00 0.42% 17.00% 28,554.90 0% 0.00 17.00% 28,554.90

- 160 mm Ǿ Pipes (6") l.m. 227.00 178,800.00 0.45% 17.00% 30,396.00 0% 0.00 17.00% 30,396.00

c. CI Fittings (Including Concrete Thrust Blocks)

c.2 For 63 mm Ǿ Pipes

- Elbow 90º X 63 mm pcs 11.00 16,390.00 0.04% 17.00% 2,786.30 0% 0.00 17.00% 2,786.30

- Elbow 45º X 63 mm pcs 6.00 8,940.00 0.02% 17.00% 1,519.80 0% 0.00 17.00% 1,519.80

- Elbow 22.5º X 63 mm pcs 7.00 10,430.00 0.03% 17.00% 1,773.10 0% 0.00 17.00% 1,773.10

- Elbow 11.25º X 63 mm pcs 41.00 61,090.00 0.15% 17.00% 10,385.30 0% 0.00 17.00% 10,385.30

- Tee 63 mm pcs 11.00 13,200.00 0.03% 17.00% 2,244.00 0% 0.00 17.00% 2,244.00

- Tee Reducer 90 x 63 mm pcs 11.00 38,500.00 0.10% 17.00% 6,545.00 0% 0.00 17.00% 6,545.00


Subject : Project Accomplishment Report


Item no. Unit Rel. wt. Accomp.

(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 1

Date : Nov 04,

2014

ORIGINAL








(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 1

Date : Nov 04,

2014


- Cross Tee 63 x 63 mm pcs 1.00 3,500.00 0.01% 17.00% 595.00 0% 0.00 17.00% 595.00

- Cross Tee Reducer 90 x 63 mm pcs 1.00 4,625.00 0.01% 17.00% 786.25 0% 0.00 17.00% 786.25


- Elbow 90º X 90 mm pcs 2.00 3,400.00 0.01% 17.00% 578.00 0% 0.00 17.00% 578.00

- Elbow 45º X 90 mm pcs 4.00 6,800.00 0.02% 17.00% 1,156.00 0% 0.00 17.00% 1,156.00

- Elbow 22.5º X 90 mm pcs 16.00 27,200.00 0.07% 17.00% 4,624.00 0% 0.00 17.00% 4,624.00

- Elbow 11.25º X 90 mm pcs 81.00 137,700.00 0.34% 17.00% 23,409.00 0% 0.00 17.00% 23,409.00

- Tee 90 mm pcs 8.00 14,400.00 0.04% 17.00% 2,448.00 0% 0.00 17.00% 2,448.00


- Tee Reducer 160 x 90 mm pcs 1.00 4,200.00 0.01% 17.00% 714.00 0% 0.00 17.00% 714.00

- Cross Tee 90 x 90 mm pcs 2.00 9,830.00 0.02% 17.00% 1,671.10 0% 0.00 17.00% 1,671.10

- Reducer 110 x 90 mm pcs 4.00 8,940.00 0.02% 17.00% 1,519.80 0% 0.00 17.00% 1,519.80


- Elbow 90º X 110 mm pcs 1.00 2,400.00 0.01% 17.00% 408.00 0% 0.00 17.00% 408.00

- Elbow 45º X 110 mm pcs 2.00 4,800.00 0.01% 17.00% 816.00 0% 0.00 17.00% 816.00

- Elbow 11.25º X 110 mm pcs 24.00 57,600.00 0.14% 17.00% 9,792.00 0% 0.00 17.00% 9,792.00

- Tee 110 mm pcs 2.00 5,200.00 0.01% 17.00% 884.00 0% 0.00 17.00% 884.00


- Reducer 160 x 110 mm pcs 2.00 6,760.00 0.02% 17.00% 1,149.20 0% 0.00 17.00% 1,149.20


- Elbow 45º X 160 mm pcs 4.00 16,800.00 0.04% 17.00% 2,856.00 0% 0.00 17.00% 2,856.00

- Elbow 11.25º X 160 mm pcs 9.00 37,800.00 0.09% 17.00% 6,426.00 0% 0.00 17.00% 6,426.00

- Tee 160 mm pcs 1.00 4,515.00 0.01% 17.00% 767.55 0% 0.00 17.00% 767.55

d..2 Gate Valve

- 160 mm Ǿ pcs 4.00 48,000.00 0.12% 17.00% 8,160.00 0% 0.00 17.00% 8,160.00

- 110 mm Ǿ pcs 6.00 42,000.00 0.10% 17.00% 7,140.00 0% 0.00 17.00% 7,140.00

- 90 mm Ǿ pcs 20.00 106,000.00 0.26% 17.00% 18,020.00 0% 0.00 17.00% 18,020.00

- 63 mm Ǿ pcs 13.00 58,500.00 0.15% 17.00% 9,945.00 0% 0.00 17.00% 9,945.00

d..3 Air Relief Valve

- 90 mm Ǿ pcs 1.00 20,000.00 0.05% 17.00% 3,400.00 0% 0.00 17.00% 3,400.00

d..4 Fire Hydrants 17.00% 0.00 0% 0.00 17.00% -

- 160 mm Ǿ pcs 1.00 28,000.00 0.07% 17.00% 4,760.00 0% 0.00 17.00% 4,760.00

- 110 mm Ǿ pcs 2.00 50,000.00 0.12% 17.00% 8,500.00 0% 0.00 17.00% 8,500.00

- 90 mm Ǿ pcs 4.00 92,000.00 0.23% 17.00% 15,640.00 0% 0.00 17.00% 15,640.00

e. Lot Connections

For Single Service

Lot Non-Cross Connections (Single Connections)

20mmø tapped to 160mmø main

6.50M RROW ea. 2.00 1,980.00 0.00% 17.00% 336.60 0% 0.00 17.00% 336.60


8.00M RROW ea. 2.00 1,620.00 0.00% 17.00% 275.40 0% 0.00 17.00% 275.40

6.50M RROW ea. 7.00 4,095.00 0.01% 17.00% 696.15 0% 0.00 17.00% 696.15


12.00M RROW ea. 1.00 945.00 0.00% 17.00% 160.65 0% 0.00 17.00% 160.65

8.00M RROW ea. 2.00 1,640.00 0.00% 17.00% 278.80 0% 0.00 17.00% 278.80

6.50M RROW ea. 22.00 16,280.00 0.04% 17.00% 2,767.60 0% 0.00 17.00% 2,767.60


6.50M RROW ea. 26.00 15,210.00 0.04% 17.00% 2,585.70 0% 0.00 17.00% 2,585.70

Lot Cross Connections (Single Connections)


6.50M RROW ea. 1.00 1,530.00 0.00% 17.00% 260.10 0% 0.00 17.00% 260.10


8.00M RROW ea. 2.00 4,050.00 0.01% 17.00% 688.50 0% 0.00 17.00% 688.50

6.50M RROW ea. 1.00 1,260.00 0.00% 17.00% 214.20 0% 0.00 17.00% 214.20


12.00M RROW ea. 1.00 940.00 0.00% 17.00% 159.80 0% 0.00 17.00% 159.80

8.00M RROW ea. 4.00 3,220.00 0.01% 17.00% 547.40 0% 0.00 17.00% 547.40

6.50M RROW ea. 17.00 12,580.00 0.03% 17.00% 2,138.60 0% 0.00 17.00% 2,138.60


6.50M RROW ea. 10.00 12,600.00 0.03% 17.00% 2,142.00 0% 0.00 17.00% 2,142.00

For Double Service

Lot Non-cross Connections (Double Connections)


6.50M RROW ea. 1.00 1,360.00 0.00% 17.00% 231.20 0% 0.00 17.00% 231.20


8.00M RROW ea. 6.00 7,650.00 0.02% 17.00% 1,300.50 0% 0.00 17.00% 1,300.50

6.50M RROW ea. 8.00 9,520.00 0.02% 17.00% 1,618.40 0% 0.00 17.00% 1,618.40


ORIGINAL








(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 1

Date : Nov 04,

2014

12.00M RROW ea. 4.00 4,420.00 0.01% 17.00% 751.40 0% 0.00 17.00% 751.40

8.00M RROW ea. 11.00 12,650.00 0.03% 17.00% 2,150.50 0% 0.00 17.00% 2,150.50

6.50M RROW ea. 54.00 54,540.00 0.14% 17.00% 9,271.80 0% 0.00 17.00% 9,271.80


6.50M RROW ea. 54.00 64,260.00 0.16% 17.00% 10,924.20 0% 0.00 17.00% 10,924.20

Lot Cross Connections (Double Connections)


6.50M RROW ea. 3.00 5,610.00 0.01% 17.00% 953.70 0% 0.00 17.00% 953.70


8.00M RROW ea. 6.00 10,710.00 0.03% 17.00% 1,820.70 0% 0.00 17.00% 1,820.70

6.50M RROW ea. 4.00 6,800.00 0.02% 17.00% 1,156.00 0% 0.00 17.00% 1,156.00


8.00M RROW ea. 11.00 19,380.00 0.05% 17.00% 3,294.60 0% 0.00 17.00% 3,294.60

6.50M RROW ea. 50.00 78,030.00 0.20% 17.00% 13,265.10 0% 0.00 17.00% 13,265.10


6.50M RROW ea. 25.00 39,780.00 0.10% 17.00% 6,762.60 0% 0.00 17.00% 6,762.60

f. Irrigation (150mm Ø)

Lot Non-cross Connections ea. 10.00 60,000.00 0.15% 17.00% 10,200.00 0% 0.00 17.00% 10,200.00

g. Lot Connection Marker ea. 578.00 115,800.00 0.29% 17.00% 19,686.00 0% 0.00 17.00% 19,686.00

h Testing & Commissioning lot 1.00 90,000.00 0.22% 17.00% 15,300.00 0% 0.00 17.00% 15,300.00

Sub Total ### 6.77% 17.00% 71,485.00 0% 0.00 17.00% 460,637.10

DIVISION 09 - DRAINAGE SYSTEM

Drainage Crossing 300mmØ l.m. 700.00 406,000.00 1.01% 5.70% 23,142.00 0% 0.00 5.70% 23,142.00

a.1

- 300 mm Ǿ Pipes

- d = 1.00 m l.m. 1,269.00 659,880.00 1.65% 5.70% 37,613.16 0% 0.00 5.70% 37,613.16

- d = 1.25 m l.m. 280.00 154,000.00 0.38% 5.70% 8,778.00 0% 0.00 5.70% 8,778.00

- d = 1.50 m l.m. 54.00 31,320.00 0.08% 5.70% 1,785.24 0% 0.00 5.70% 1,785.24

- d = 1.75 m l.m. 36.00 21,960.00 0.05% 5.70% 1,251.72 0% 0.00 5.70% 1,251.72

- d = 2.00 m l.m. 14.00 8,960.00 0.02% 5.70% 510.72 0% 0.00 5.70% 510.72

- 375 mm Ǿ Pipes

- d = 1.25 m l.m. 312.00 218,400.00 0.55% 5.70% 12,448.80 0% 0.00 5.70% 12,448.80

- d = 1.50 m l.m. 28.00 20,440.00 0.05% 5.70% 1,165.08 0% 0.00 5.70% 1,165.08

- d = 1.75 m l.m. 58.00 44,080.00 0.11% 5.70% 2,512.56 0% 0.00 5.70% 2,512.56

- 450 mm Ǿ Pipes

- d = 1.25 m l.m. 207.00 184,230.00 0.46% 5.70% 10,501.11 0% 0.00 5.70% 10,501.11

- d = 1.50 m l.m. 127.00 118,110.00 0.30% 5.70% 6,732.27 0% 0.00 5.70% 6,732.27

- 525 mm Ǿ Pipes

- d = 1.50 m l.m. 155.00 167,400.00 0.42% 5.70% 9,541.80 0% 0.00 5.70% 9,541.80

- d = 1.75 m l.m. 39.00 44,070.00 0.11% 5.70% 2,511.99 0% 0.00 5.70% 2,511.99

- d = 2.75 m l.m. 27.00 35,910.00 0.09% 5.70% 2,046.87 0% 0.00 5.70% 2,046.87

- d = 1.50 m l.m. 73.00 101,470.00 0.25% 5.70% 5,783.79 0% 0.00 5.70% 5,783.79

- d = 1.75 m l.m. 78.00 112,710.00 0.28% 5.70% 6,424.47 0% 0.00 5.70% 6,424.47

- 750 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 336,000.00 0.84% 5.70% 19,152.00 0% 0.00 5.70% 19,152.00

- d = 4.00 m l.m. 7.00 17,500.00 0.04% 5.70% 997.50 0% 0.00 5.70% 997.50

- 900 mm Ǿ Pipes

- d = 1.75 m l.m. 36.00 108,000.00 0.27% 5.70% 6,156.00 0% 0.00 5.70% 6,156.00

- 1050 mm Ǿ Pipes

- d = 2.00 m l.m. 8.00 28,800.00 0.07% 5.70% 1,641.60 0% 0.00 5.70% 1,641.60

b.A DRAINAGE STRUCTURES (1 Conduit)

b.4 Terrain Inlet Manhole

- TIM 300 mm Ǿ

- d = 1.25 m ea. 59.00 398,250.00 1.00% 5.70% 22,700.25 0% 0.00 5.70% 22,700.25

- d = 1.50 m ea. 9.00 64,800.00 0.16% 5.70% 3,693.60 0% 0.00 5.70% 3,693.60

- d = 2.25 m ea. 1.00 8,100.00 0.02% 5.70% 461.70 0% 0.00 5.70% 461.70

- d = 2.50 m ea. 1.00 8,550.00 0.02% 5.70% 487.35 0% 0.00 5.70% 487.35

- TIM 375 mm Ǿ

- d = 1.50 m ea. 18.00 137,700.00 0.34% 5.70% 7,848.90 0% 0.00 5.70% 7,848.90

- d = 1.75 m ea. 3.00 24,300.00 0.06% 5.70% 1,385.10 0% 0.00 5.70% 1,385.10

- d = 2.00 m ea. 2.00 17,100.00 0.04% 5.70% 974.70 0% 0.00 5.70% 974.70

- d = 2.25 m ea. 1.00 8,950.00 0.02% 5.70% 510.15 0% 0.00 5.70% 510.15

- TIM 450 mm Ǿ

- d = 1.50 m ea. 11.00 88,770.00 0.22% 5.70% 5,059.89 0% 0.00 5.70% 5,059.89

- d = 1.75 m ea. 7.00 58,100.00 0.15% 5.70% 3,311.70 0% 0.00 5.70% 3,311.70

- TIM 525 mm Ǿ

- d = 1.75 m ea. 7.00 59,850.00 0.15% 5.70% 3,411.45 0% 0.00 5.70% 3,411.45

REINFORCED CONCRETE PIPES (Class II Wall B) (Single Conduit)

- 600 mm Ǿ Pipes

ORIGINAL








(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 1

Date : Nov 04,

2014

- d = 2.00 m ea. 4.00 36,000.00 0.09% 5.70% 2,052.00 0% 0.00 5.70% 2,052.00

- TIM 600 mm Ǿ

- d = 1.75 m ea. 4.00 36,400.00 0.09% 5.70% 2,074.80 0% 0.00 5.70% 2,074.80

- d = 2.00 m ea. 4.00 39,200.00 0.10% 5.70% 2,234.40 0% 0.00 5.70% 2,234.40

- TIM 750 mm Ǿ

- d = 1.75 m ea. 1.00 10,350.00 0.03% 5.70% 589.95 0% 0.00 5.70% 589.95

- d = 2.00 m ea. 6.00 78,750.00 0.20% 5.70% 4,488.75 0% 0.00 5.70% 4,488.75

- TIM 900 mm Ǿ

- d = 2.00 m ea. 2.00 37,800.00 0.09% 5.70% 2,154.60 0% 0.00 5.70% 2,154.60

- TIM 1050 mm Ǿ

- d = 2.25 m ea. 1.00 32,400.00 0.08% 5.70% 1,846.80 0% 0.00 5.70% 1,846.80

b.6 Terrain Inlet Box

- TIB 300 mm Ǿ

- d = 1.50 m ea. 115.00 828,000.00 2.07% 5.70% 47,196.00 0% 0.00 5.70% 47,196.00

b.8 Area Drain

- AD 300 mm Ǿ

- d = 1.25 m ea. 5.00 36,000.00 0.09% 5.70% 2,052.00 0% 0.00 5.70% 2,052.00

Drainage Outfall

- 750 mm Ǿ (4.25m) ea. 1.00 16,200.00 0.04% 5.70% 923.40 0% 0.00 5.70% 923.40

- 900 mm Ǿ (2.00m) ea. 1.00 13,500.00 0.03% 5.70% 769.50 0% 0.00 5.70% 769.50

- 1050 mm Ǿ (2.25m) ea. 1.00 15,300.00 0.04% 5.70% 872.10 0% 0.00 5.70% 872.10

c. Collector Pipe

ø200mm PVC Pipe l.m. 2,160.64 1,188,352.00 2.97% 5.70% 67,736.06 0% 0.00 5.70% 67,736.06

ø100mm End Plug ea. 265.00 106,000.00 0.26% 5.70% 6,042.00 0% 0.00 5.70% 6,042.00

Anaerobic Trench

750mmØ ea 1.00 200,000.00 0.50% 5.70% 11,400.00 0% 0.00 5.70% 11,400.00

900mmØ ea 1.00 300,000.00 0.75% 5.70% 17,100.00 0% 0.00 5.70% 17,100.00

1050mmØ ea 1.00 350,000.00 0.87% 5.70% 19,950.00 0% 0.00 5.70% 19,950.00

c. Lot Connections (ø150 mm PVC)

c.1 Stub Out Connected to Manhole ea. 155.00 137,780.00 0.34% 5.70% 7,853.46 0% 0.00 5.70% 7,853.46

c.2 Stub Out Connected to Boxes ea. 166.00 146,910.00 0.37% 5.70% 8,373.87 0% 0.00 5.70% 8,373.87

c.2 Stub Out Connected to PVC Collector Pipe ea. 225.00 318,600.00 0.80% 5.70% 18,160.20 0% 0.00 5.70% 18,160.20

d. Lot Connection Marker

d.1 L = 4.0 m ea. 546.00 115,800.00 0.29% 5.70% 6,600.60 0% 0.00 5.70% 6,600.60

e. Testing & Commissioning lot 1.00 180,002.79 0.45% 5.70% 10,260.16 0% 0.00 5.70% 10,260.16

Sub Total ### 19.79% 5.70% 173,476.35 0% 0.00 5.70% 451,272.12

Total ### 100.00% 18.15% ### 0% 0.00 18.15% ###

ORIGINAL




I DIVISION 01 - PRELIMINARIES 220,000.00 0.55% 100.00% 220,000.00 49.10% 108,020.00 50.90% 111,980.00

II DIVISION 02 - SURVEY WORKS 398,400.00 1.00% 90.30% 359,755.20 75.30% 299,995.20 15.00% 59,760.00

III DIVISION 03 - EARTHWORKS 4,599,529.00 11.50% 83.20% 3,826,808.13 48.20% 2,216,972.98 35.00% 1,609,835.15

IV DIVISION 05 - ROAD RIGHT OF WAY ### 49.53% 29.80% 5,904,160.73 18.80% 3,724,772.54 11.00% 2,179,388.19

V DIVISION 07 - RETAINING WALL/SLOPE PROTE 4,342,766.30 10.86% 0.00% 0.00 0.00% 0.00 0.00% 0.00

VI DIVISION 08 - POTABLE WATER SYSTEM 2,709,630.00 6.77% 22.00% 596,118.60 17.00% 460,637.10 5.00% 135,481.50

VII DIVISION 09 - DRAINAGE SYSTEM 7,917,054.79 19.79% 39.70% 3,143,070.75 5.70% 451,272.12 34.00% 2,691,798.63

TOTAL ### 100.00% 35.12% 14,049,913.41 18.15% 7,261,669.94 16.97% 6,788,243.47

TOTAL ACCOMPLISHMENT EVALUATED THIS PERIOD : 16.97% 6,788,243.47

TOTAL ACCOMPLISHMENT TO DATE : 35.12% ###

BALANCE : 64.88% ###

Prepared by: Checked by: Approved by:

Engr. Pennylene Guasis Engr. Erwin Eleserio Arch. Rolando Socorro II

Field Engr. Proj. QS Proj. In-Charge





Item no.


(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 2

Date : Nov 19,

2014

ORIGINAL





a. Mobilization/Demobilization lot 1.00 100,000.00 0.25% 100.00% 100,000.00 49.10% 49,100.00 50.90% 50,900.00

b. Community Taxes lot 1.00 120,000.00 0.30% 100.00% 120,000.00 49.10% 58,920.00 50.90% 61,080.00

Sub Total 220,000.00 0.55% 100.00% 220,000.00 49.10% 108,020.00 50.90% 111,980.00


a. Line & Grade mos 9.00 180,000.00 0.45% 90.30% 162,540.00 75.30% 135,540.00 15.00% 27,000.00

b. Lot Monumenting lots 546.00 218,400.00 0.55% 90.30% 197,215.20 75.30% 164,455.20 15.00% 32,760.00

Sub Total 398,400.00 1.00% 90.30% 162,540.00 75.30% 299,995.20 15.00% 59,760.00


a. Soil Stripping m3 7,573.83 151,578.60 0.38% 83.20% 126,113.40 48.20% 73,060.89 35.00% 53,052.51

b. Cut m3 ### 549,754.40 1.37% 83.20% 457,395.66 48.20% 264,981.62 35.00% 192,414.04

c. Engineered Fill

- Borrowed Fill m3 ### 1,973,403.35 4.93% 83.20% 1,641,871.59 48.20% 951,180.41 35.00% 690,691.17


- Excess Cut m3 4,271.21 405,764.95 1.01% 83.20% 337,596.44 48.20% 195,578.71 35.00% 142,017.73

- Topsoil (Soil Stripping) m3 ### 1,439,027.70 3.60% 83.20% 1,197,271.05 48.20% 693,611.35 35.00% 503,659.70

e. Material Testing lot 1.00 80,000.00 0.20% 83.20% 66,560.00 48.20% 38,560.00 35.00% 28,000.00

Sub Total ### 11.50% 83.20% ### 48.20% ### 35.00% ###


a. Sub Grade Preparation m2 ### 252,145.00 0.63% 29.80% 75,139.21 18.80% 47,403.26 11.00% 27,735.95

c. Base Coarse m3 4,170.30 2,415,388.91 6.04% 29.80% 719,785.89 18.80% 454,093.11 11.00% 265,692.78


2 - 3000 Psi (thk = 175 mm) m2 2,342.60 1,897,506.00 4.74% 29.80% 565,456.79 18.80% 356,731.13 11.00% 208,725.66

4 - 3000 Psi (thk = 150 mm) m2 ### 8,891,610.00 22.23% 29.80% 2,649,699.78 18.80% 1,671,622.68 11.00% 978,077.10

g. Curb & Gutter

3 - S - Type Curb & Gutter l.m. 7,370.00 4,127,200.00 10.32% 29.80% 1,229,905.60 18.80% 775,913.60 11.00% 453,992.00

4 - Barrier l.m. 60.00 18,000.00 0.04% 29.80% 5,364.00 18.80% 3,384.00 11.00% 1,980.00


- Concrete Sidewalk (thk = 100 mm) m2 3,920.60 1,764,270.00 4.41% 29.80% 525,752.46 18.80% 331,682.76 11.00% 194,069.70

- Base Coarse m3 392.06 274,442.00 0.69% 29.80% 81,783.72 18.80% 51,595.10 11.00% 30,188.62

j. Filling / Levelling of Sidewalk m3 604.68 60,468.00 0.15% 29.80% 18,019.46 18.80% 11,367.98 11.00% 6,651.48

k. Filling / Levelling of Planting Strip m3 165.90 16,590.00 0.04% 29.80% 4,943.82 18.80% 3,118.92 11.00% 1,824.90

m. Material Testing lot 1.00 95,000.00 0.24% 29.80% 28,310.00 18.80% 17,860.00 11.00% 10,450.00

Sub Total ### 49.53% 29.80% ### 18.80% ### 11.00% ###



h = 0.50 m l.m. 10.00 39,303.00 0.10% 0.00% 0.00 0.00% 0.00 0.00% -

h = 0.75 m l.m. 92.01 600,489.81 1.50% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.00 m l.m. 166.66 1,154,721.15 2.89% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.25 m l.m. 23.67 657,934.72 1.64% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.50 m l.m. 80.94 390,135.24 0.98% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.75 m l.m. 11.72 229,982.68 0.57% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.00 m l.m. 20.50 322,216.95 0.81% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.25 m l.m. 5.00 88,412.50 0.22% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.50 m l.m. 7.50 147,353.25 0.37% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.75 m l.m. 10.00 216,128.00 0.54% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.00 m l.m. 10.00 235,774.00 0.59% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.25 m l.m. 7.50 191,565.00 0.48% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.50 m l.m. 2.50 68,750.00 0.17% 0.00% 0.00 0.00% 0.00 0.00% -

Sub Total ### 10.86% 0.00% 0.00 0.00% 0.00 0.00% 0.00



- 63 mm Ǿ Pipes (2") l.m. 1,328.00 239,040.00 0.60% 22.00% 52,588.80 17.00% 40,636.80 5.00% 11,952.00

- 90 mm Ǿ Pipes (3") l.m. 1,839.00 478,140.00 1.20% 22.00% 105,190.80 17.00% 81,283.80 5.00% 23,907.00

- 110 mm Ǿ Pipes (4") l.m. 509.00 167,970.00 0.42% 22.00% 36,953.40 17.00% 28,554.90 5.00% 8,398.50

- 160 mm Ǿ Pipes (6") l.m. 227.00 178,800.00 0.45% 22.00% 39,336.00 17.00% 30,396.00 5.00% 8,940.00



- Elbow 90º X 63 mm pcs 11.00 16,390.00 0.04% 22.00% 3,605.80 17.00% 2,786.30 5.00% 819.50

- Elbow 45º X 63 mm pcs 6.00 8,940.00 0.02% 22.00% 1,966.80 17.00% 1,519.80 5.00% 447.00

- Elbow 22.5º X 63 mm pcs 7.00 10,430.00 0.03% 22.00% 2,294.60 17.00% 1,773.10 5.00% 521.50

- Elbow 11.25º X 63 mm pcs 41.00 61,090.00 0.15% 22.00% 13,439.80 17.00% 10,385.30 5.00% 3,054.50

- Tee 63 mm pcs 11.00 13,200.00 0.03% 22.00% 2,904.00 17.00% 2,244.00 5.00% 660.00

- Tee Reducer 90 x 63 mm pcs 11.00 38,500.00 0.10% 22.00% 8,470.00 17.00% 6,545.00 5.00% 1,925.00

- Tee Reducer 110 x 63 mm pcs 2.00 8,300.00 0.02% 22.00% 1,826.00 17.00% 1,411.00 5.00% 415.00

- Cross Tee 63 x 63 mm pcs 1.00 3,500.00 0.01% 22.00% 770.00 17.00% 595.00 5.00% 175.00

- Cross Tee Reducer 90 x 63 mm pcs 1.00 4,625.00 0.01% 22.00% 1,017.50 17.00% 786.25 5.00% 231.25


- Elbow 90º X 90 mm pcs 2.00 3,400.00 0.01% 22.00% 748.00 17.00% 578.00 5.00% 170.00

- Elbow 45º X 90 mm pcs 4.00 6,800.00 0.02% 22.00% 1,496.00 17.00% 1,156.00 5.00% 340.00

- Elbow 22.5º X 90 mm pcs 16.00 27,200.00 0.07% 22.00% 5,984.00 17.00% 4,624.00 5.00% 1,360.00

- Elbow 11.25º X 90 mm pcs 81.00 137,700.00 0.34% 22.00% 30,294.00 17.00% 23,409.00 5.00% 6,885.00

- Tee 90 mm pcs 8.00 14,400.00 0.04% 22.00% 3,168.00 17.00% 2,448.00 5.00% 720.00






(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 2

Date : Nov 19,

2014

ORIGINAL








(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 2

Date : Nov 19,

2014

- Tee Reducer 160 x 90 mm pcs 1.00 4,200.00 0.01% 22.00% 924.00 17.00% 714.00 5.00% 210.00

- Cross Tee 90 x 90 mm pcs 2.00 9,830.00 0.02% 22.00% 2,162.60 17.00% 1,671.10 5.00% 491.50

- Reducer 110 x 90 mm pcs 4.00 8,940.00 0.02% 22.00% 1,966.80 17.00% 1,519.80 5.00% 447.00


- Elbow 90º X 110 mm pcs 1.00 2,400.00 0.01% 22.00% 528.00 17.00% 408.00 5.00% 120.00

- Elbow 45º X 110 mm pcs 2.00 4,800.00 0.01% 22.00% 1,056.00 17.00% 816.00 5.00% 240.00

- Elbow 11.25º X 110 mm pcs 24.00 57,600.00 0.14% 22.00% 12,672.00 17.00% 9,792.00 5.00% 2,880.00

- Tee 110 mm pcs 2.00 5,200.00 0.01% 22.00% 1,144.00 17.00% 884.00 5.00% 260.00


- Reducer 160 x 110 mm pcs 2.00 6,760.00 0.02% 22.00% 1,487.20 17.00% 1,149.20 5.00% 338.00


- Elbow 45º X 160 mm pcs 4.00 16,800.00 0.04% 22.00% 3,696.00 17.00% 2,856.00 5.00% 840.00

- Elbow 11.25º X 160 mm pcs 9.00 37,800.00 0.09% 22.00% 8,316.00 17.00% 6,426.00 5.00% 1,890.00

- Tee 160 mm pcs 1.00 4,515.00 0.01% 22.00% 993.30 17.00% 767.55 5.00% 225.75

d..2 Gate Valve

- 160 mm Ǿ pcs 4.00 48,000.00 0.12% 22.00% 10,560.00 17.00% 8,160.00 5.00% 2,400.00

- 110 mm Ǿ pcs 6.00 42,000.00 0.10% 22.00% 9,240.00 17.00% 7,140.00 5.00% 2,100.00

- 90 mm Ǿ pcs 20.00 106,000.00 0.26% 22.00% 23,320.00 17.00% 18,020.00 5.00% 5,300.00

- 63 mm Ǿ pcs 13.00 58,500.00 0.15% 22.00% 12,870.00 17.00% 9,945.00 5.00% 2,925.00


- 90 mm Ǿ pcs 1.00 20,000.00 0.05% 22.00% 4,400.00 17.00% 3,400.00 5.00% 1,000.00

d..4 Fire Hydrants 22.00% 0.00 17.00% 0.00 5.00% -

- 160 mm Ǿ pcs 1.00 28,000.00 0.07% 22.00% 6,160.00 17.00% 4,760.00 5.00% 1,400.00

- 110 mm Ǿ pcs 2.00 50,000.00 0.12% 22.00% 11,000.00 17.00% 8,500.00 5.00% 2,500.00

- 90 mm Ǿ pcs 4.00 92,000.00 0.23% 22.00% 20,240.00 17.00% 15,640.00 5.00% 4,600.00

e. Lot Connections

For Single Service



6.50M RROW ea. 2.00 1,980.00 0.00% 22.00% 435.60 17.00% 336.60 5.00% 99.00


8.00M RROW ea. 2.00 1,620.00 0.00% 22.00% 356.40 17.00% 275.40 5.00% 81.00

6.50M RROW ea. 7.00 4,095.00 0.01% 22.00% 900.90 17.00% 696.15 5.00% 204.75


12.00M RROW ea. 1.00 945.00 0.00% 22.00% 207.90 17.00% 160.65 5.00% 47.25

8.00M RROW ea. 2.00 1,640.00 0.00% 22.00% 360.80 17.00% 278.80 5.00% 82.00

6.50M RROW ea. 22.00 16,280.00 0.04% 22.00% 3,581.60 17.00% 2,767.60 5.00% 814.00


6.50M RROW ea. 26.00 15,210.00 0.04% 22.00% 3,346.20 17.00% 2,585.70 5.00% 760.50



6.50M RROW ea. 1.00 1,530.00 0.00% 22.00% 336.60 17.00% 260.10 5.00% 76.50


8.00M RROW ea. 2.00 4,050.00 0.01% 22.00% 891.00 17.00% 688.50 5.00% 202.50

6.50M RROW ea. 1.00 1,260.00 0.00% 22.00% 277.20 17.00% 214.20 5.00% 63.00


12.00M RROW ea. 1.00 940.00 0.00% 22.00% 206.80 17.00% 159.80 5.00% 47.00

8.00M RROW ea. 4.00 3,220.00 0.01% 22.00% 708.40 17.00% 547.40 5.00% 161.00

6.50M RROW ea. 17.00 12,580.00 0.03% 22.00% 2,767.60 17.00% 2,138.60 5.00% 629.00


6.50M RROW ea. 10.00 12,600.00 0.03% 22.00% 2,772.00 17.00% 2,142.00 5.00% 630.00

For Double Service



6.50M RROW ea. 1.00 1,360.00 0.00% 22.00% 299.20 17.00% 231.20 5.00% 68.00


8.00M RROW ea. 6.00 7,650.00 0.02% 22.00% 1,683.00 17.00% 1,300.50 5.00% 382.50

6.50M RROW ea. 8.00 9,520.00 0.02% 22.00% 2,094.40 17.00% 1,618.40 5.00% 476.00


12.00M RROW ea. 4.00 4,420.00 0.01% 22.00% 972.40 17.00% 751.40 5.00% 221.00

8.00M RROW ea. 11.00 12,650.00 0.03% 22.00% 2,783.00 17.00% 2,150.50 5.00% 632.50

6.50M RROW ea. 54.00 54,540.00 0.14% 22.00% 11,998.80 17.00% 9,271.80 5.00% 2,727.00


6.50M RROW ea. 54.00 64,260.00 0.16% 22.00% 14,137.20 17.00% 10,924.20 5.00% 3,213.00



6.50M RROW ea. 3.00 5,610.00 0.01% 22.00% 1,234.20 17.00% 953.70 5.00% 280.50


8.00M RROW ea. 6.00 10,710.00 0.03% 22.00% 2,356.20 17.00% 1,820.70 5.00% 535.50

6.50M RROW ea. 4.00 6,800.00 0.02% 22.00% 1,496.00 17.00% 1,156.00 5.00% 340.00


8.00M RROW ea. 11.00 19,380.00 0.05% 22.00% 4,263.60 17.00% 3,294.60 5.00% 969.00

6.50M RROW ea. 50.00 78,030.00 0.20% 22.00% 17,166.60 17.00% 13,265.10 5.00% 3,901.50


6.50M RROW ea. 25.00 39,780.00 0.10% 22.00% 8,751.60 17.00% 6,762.60 5.00% 1,989.00


Lot Non-cross Connections ea. 10.00 60,000.00 0.15% 22.00% 13,200.00 17.00% 10,200.00 5.00% 3,000.00

g. Lot Connection Marker ea. 578.00 115,800.00 0.29% 22.00% 25,476.00 17.00% 19,686.00 5.00% 5,790.00

h Testing & Commissioning lot 1.00 90,000.00 0.22% 22.00% 19,800.00 17.00% 15,300.00 5.00% 4,500.00

ORIGINAL








(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 2

Date : Nov 19,

2014

Sub Total ### 6.77% 22.00% 92,510.00 17.00% 460,637.10 5.00% 135,481.50


Drainage Crossing 300mmØ l.m. 700.00 406,000.00 1.01% 39.70% 161,182.00 5.70% 23,142.00 34.00% 138,040.00

a.1

- 300 mm Ǿ Pipes

- d = 1.00 m l.m. 1,269.00 659,880.00 1.65% 39.70% 261,972.36 5.70% 37,613.16 34.00% 224,359.20

- d = 1.25 m l.m. 280.00 154,000.00 0.38% 39.70% 61,138.00 5.70% 8,778.00 34.00% 52,360.00

- d = 1.50 m l.m. 54.00 31,320.00 0.08% 39.70% 12,434.04 5.70% 1,785.24 34.00% 10,648.80

- d = 1.75 m l.m. 36.00 21,960.00 0.05% 39.70% 8,718.12 5.70% 1,251.72 34.00% 7,466.40

- d = 2.00 m l.m. 14.00 8,960.00 0.02% 39.70% 3,557.12 5.70% 510.72 34.00% 3,046.40

- 375 mm Ǿ Pipes

- d = 1.25 m l.m. 312.00 218,400.00 0.55% 39.70% 86,704.80 5.70% 12,448.80 34.00% 74,256.00

- d = 1.50 m l.m. 28.00 20,440.00 0.05% 39.70% 8,114.68 5.70% 1,165.08 34.00% 6,949.60

- d = 1.75 m l.m. 58.00 44,080.00 0.11% 39.70% 17,499.76 5.70% 2,512.56 34.00% 14,987.20

- 450 mm Ǿ Pipes

- d = 1.25 m l.m. 207.00 184,230.00 0.46% 39.70% 73,139.31 5.70% 10,501.11 34.00% 62,638.20

- d = 1.50 m l.m. 127.00 118,110.00 0.30% 39.70% 46,889.67 5.70% 6,732.27 34.00% 40,157.40

- 525 mm Ǿ Pipes

- d = 1.50 m l.m. 155.00 167,400.00 0.42% 39.70% 66,457.80 5.70% 9,541.80 34.00% 56,916.00

- d = 1.75 m l.m. 39.00 44,070.00 0.11% 39.70% 17,495.79 5.70% 2,511.99 34.00% 14,983.80

- d = 2.75 m l.m. 27.00 35,910.00 0.09% 39.70% 14,256.27 5.70% 2,046.87 34.00% 12,209.40

- d = 1.50 m l.m. 73.00 101,470.00 0.25% 39.70% 40,283.59 5.70% 5,783.79 34.00% 34,499.80

- d = 1.75 m l.m. 78.00 112,710.00 0.28% 39.70% 44,745.87 5.70% 6,424.47 34.00% 38,321.40

- 750 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 336,000.00 0.84% 39.70% 133,392.00 5.70% 19,152.00 34.00% 114,240.00

- d = 4.00 m l.m. 7.00 17,500.00 0.04% 39.70% 6,947.50 5.70% 997.50 34.00% 5,950.00

- 900 mm Ǿ Pipes

- d = 1.75 m l.m. 36.00 108,000.00 0.27% 39.70% 42,876.00 5.70% 6,156.00 34.00% 36,720.00

- 1050 mm Ǿ Pipes

- d = 2.00 m l.m. 8.00 28,800.00 0.07% 39.70% 11,433.60 5.70% 1,641.60 34.00% 9,792.00



- TIM 300 mm Ǿ

- d = 1.25 m ea. 59.00 398,250.00 1.00% 39.70% 158,105.25 5.70% 22,700.25 34.00% 135,405.00

- d = 1.50 m ea. 9.00 64,800.00 0.16% 39.70% 25,725.60 5.70% 3,693.60 34.00% 22,032.00

- d = 2.25 m ea. 1.00 8,100.00 0.02% 39.70% 3,215.70 5.70% 461.70 34.00% 2,754.00

- d = 2.50 m ea. 1.00 8,550.00 0.02% 39.70% 3,394.35 5.70% 487.35 34.00% 2,907.00

- TIM 375 mm Ǿ

- d = 1.50 m ea. 18.00 137,700.00 0.34% 39.70% 54,666.90 5.70% 7,848.90 34.00% 46,818.00

- d = 1.75 m ea. 3.00 24,300.00 0.06% 39.70% 9,647.10 5.70% 1,385.10 34.00% 8,262.00

- d = 2.00 m ea. 2.00 17,100.00 0.04% 39.70% 6,788.70 5.70% 974.70 34.00% 5,814.00

- d = 2.25 m ea. 1.00 8,950.00 0.02% 39.70% 3,553.15 5.70% 510.15 34.00% 3,043.00

- TIM 450 mm Ǿ

- d = 1.50 m ea. 11.00 88,770.00 0.22% 39.70% 35,241.69 5.70% 5,059.89 34.00% 30,181.80

- d = 1.75 m ea. 7.00 58,100.00 0.15% 39.70% 23,065.70 5.70% 3,311.70 34.00% 19,754.00

- TIM 525 mm Ǿ

- d = 1.75 m ea. 7.00 59,850.00 0.15% 39.70% 23,760.45 5.70% 3,411.45 34.00% 20,349.00

- d = 2.00 m ea. 4.00 36,000.00 0.09% 39.70% 14,292.00 5.70% 2,052.00 34.00% 12,240.00

- TIM 600 mm Ǿ

- d = 1.75 m ea. 4.00 36,400.00 0.09% 39.70% 14,450.80 5.70% 2,074.80 34.00% 12,376.00

- d = 2.00 m ea. 4.00 39,200.00 0.10% 39.70% 15,562.40 5.70% 2,234.40 34.00% 13,328.00

- TIM 750 mm Ǿ

- d = 1.75 m ea. 1.00 10,350.00 0.03% 39.70% 4,108.95 5.70% 589.95 34.00% 3,519.00

- d = 2.00 m ea. 6.00 78,750.00 0.20% 39.70% 31,263.75 5.70% 4,488.75 34.00% 26,775.00

- TIM 900 mm Ǿ

- d = 2.00 m ea. 2.00 37,800.00 0.09% 39.70% 15,006.60 5.70% 2,154.60 34.00% 12,852.00

- TIM 1050 mm Ǿ

- d = 2.25 m ea. 1.00 32,400.00 0.08% 39.70% 12,862.80 5.70% 1,846.80 34.00% 11,016.00


- TIB 300 mm Ǿ

- d = 1.50 m ea. 115.00 828,000.00 2.07% 39.70% 328,716.00 5.70% 47,196.00 34.00% 281,520.00

b.8 Area Drain

- AD 300 mm Ǿ

- d = 1.25 m ea. 5.00 36,000.00 0.09% 39.70% 14,292.00 5.70% 2,052.00 34.00% 12,240.00

Drainage Outfall

- 750 mm Ǿ (4.25m) ea. 1.00 16,200.00 0.04% 39.70% 6,431.40 5.70% 923.40 34.00% 5,508.00

- 900 mm Ǿ (2.00m) ea. 1.00 13,500.00 0.03% 39.70% 5,359.50 5.70% 769.50 34.00% 4,590.00

- 1050 mm Ǿ (2.25m) ea. 1.00 15,300.00 0.04% 39.70% 6,074.10 5.70% 872.10 34.00% 5,202.00

c. Collector Pipe

ø200mm PVC Pipe l.m. 2,160.64 1,188,352.00 2.97% 39.70% 471,775.74 5.70% 67,736.06 34.00% 404,039.68

ø100mm End Plug ea. 265.00 106,000.00 0.26% 39.70% 42,082.00 5.70% 6,042.00 34.00% 36,040.00

Anaerobic Trench

750mmØ ea 1.00 200,000.00 0.50% 39.70% 79,400.00 5.70% 11,400.00 34.00% 68,000.00

900mmØ ea 1.00 300,000.00 0.75% 39.70% 119,100.00 5.70% 17,100.00 34.00% 102,000.00

1050mmØ ea 1.00 350,000.00 0.87% 39.70% 138,950.00 5.70% 19,950.00 34.00% 119,000.00


c.1 Stub Out Connected to Manhole ea. 155.00 137,780.00 0.34% 39.70% 54,698.66 5.70% 7,853.46 34.00% 46,845.20


- 600 mm Ǿ Pipes

ORIGINAL








(%)Accomp.

(%)Accomp.

(%)

PO No. :

4800092801

PB No. : 2

Date : Nov 19,

2014

c.2 Stub Out Connected to Boxes ea. 166.00 146,910.00 0.37% 39.70% 58,323.27 5.70% 8,373.87 34.00% 49,949.40

c.2 Stub Out Connected to PVC Collector Pipe ea. 225.00 318,600.00 0.80% 39.70% 126,484.20 5.70% 18,160.20 34.00% 108,324.00


d.1 L = 4.0 m ea. 546.00 115,800.00 0.29% 39.70% 45,972.60 5.70% 6,600.60 34.00% 39,372.00

e. Testing & Commissioning lot 1.00 180,002.79 0.45% 39.70% 71,461.11 5.70% 10,260.16 34.00% 61,200.95

Sub Total ### 19.79% 39.70% ### 5.70% 451,272.12 34.00% ###

Total ### 100.00% 35.12% ### 18.15% ### 16.97% ###

SITE COPY

Date :December 17, 2014

Description of works Unit Qty Amount To Date Previous This Period





Item no. Rel. wt. Accomp.

(%)Accomp.

(%)Accomp.

(%)


a. Mobilization/Demobilization lot 1.00 100,000.00 0.25% 10.00% 10,000.00 10.00% 100,000.00 0.00% -

b. Community Taxes lot 1.00 120,000.00 0.30% 100.00% 120,000.00 100.00% 120,000.00 0.00% -

Sub Total 220,000.00 0.55% 100.00% 130,000.00 100.00% 220,000.00 0.00% 0.00


a. Line & Grade mos 9.00 180,000.00 0.45% 96.30% 173,340.00 90.30% 162,540.00 6.00% 10,800.00


Sub Total 398,400.00 1.00% 96.30% 383,659.20 90.30% 359,755.20 6.00% 23,904.00



b. Cut m3 ### 549,754.40 1.37% 93.20% 512,371.10 83.20% 457,395.66 10.00% 54,975.44

c. Engineered Fill

- Borrowed Fill m3 ### 1,973,403.35 4.93% 89.20% 1,760,275.79 83.20% 1,641,871.59 6.00% 118,404.20


- Excess Cut m3 4,271.21 405,764.95 1.01% 92.20% 374,115.28 83.20% 337,596.44 9.00% 36,518.85

- Topsoil (Soil Stripping) m3 ### 1,439,027.70 3.60% 92.20% 1,326,783.54 83.20% 1,197,271.05 9.00% 129,512.49


Sub Total ### 11.50% 90.60% ### 83.20% ### 7.40% 395,708.93



c. Base Coarse m3 4,170.30 2,415,388.91 6.04% 28.80% 695,632.00 18.80% 719,785.89 10.00% 241,538.89


2 - 3000 Psi (thk = 175 mm) m2 2,342.60 1,897,506.00 4.74% 28.80% 546,481.73 18.80% 565,456.79 10.00% 189,750.60

4 - 3000 Psi (thk = 150 mm) m2 ### 8,891,610.00 22.23% 47.77% 4,247,477.97 18.80% 2,649,699.78 28.97% 2,575,855.29

g. Curb & Gutter

3 - S - Type Curb & Gutter l.m. 7,370.00 4,127,200.00 10.32% 33.80% 1,394,993.60 18.80% 1,229,905.60 15.00% 619,080.00

4 - Barrier l.m. 60.00 18,000.00 0.04% 18.80% 3,384.00 18.80% 5,364.00 0.00% -



- Base Coarse m3 392.06 274,442.00 0.69% 28.80% 79,039.30 18.80% 81,783.72 10.00% 27,444.20

j. Filling / Levelling of Sidewalk m3 604.68 60,468.00 0.15% 18.80% 11,367.98 18.80% 18,019.46 0.00% -

k. Filling / Levelling of Planting Strip m3 165.90 16,590.00 0.04% 18.80% 3,118.92 18.80% 4,943.82 0.00% -


Sub Total ### 49.53% 49.80% ### 29.80% ### 20.00% ###



h = 0.50 m l.m. 10.00 39,303.00 0.10% 0.00% 0.00 0.00% 0.00 0.00% -

h = 0.75 m l.m. 92.01 600,489.81 1.50% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.00 m l.m. 166.66 1,154,721.15 2.89% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.25 m l.m. 23.67 657,934.72 1.64% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.50 m l.m. 80.94 390,135.24 0.98% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.75 m l.m. 11.72 229,982.68 0.57% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.00 m l.m. 20.50 322,216.95 0.81% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.25 m l.m. 5.00 88,412.50 0.22% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.50 m l.m. 7.50 147,353.25 0.37% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.75 m l.m. 10.00 216,128.00 0.54% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.00 m l.m. 10.00 235,774.00 0.59% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.25 m l.m. 7.50 191,565.00 0.48% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.50 m l.m. 2.50 68,750.00 0.17% 0.00% 0.00 0.00% 0.00 0.00% -

Sub Total ### 10.86% 0.00% 0.00 0.00% 0.00 0.00% 0.00



- 63 mm Ǿ Pipes (2") l.m. 1,328.00 239,040.00 0.60% 32.00% 76,492.80 17.00% 52,588.80 15.00% 35,856.00

- 90 mm Ǿ Pipes (3") l.m. 1,839.00 478,140.00 1.20% 35.00% 167,349.00 17.00% 105,190.80 18.00% 86,065.20

- 110 mm Ǿ Pipes (4") l.m. 509.00 167,970.00 0.42% 37.00% 62,148.90 17.00% 36,953.40 20.00% 33,594.00

- 160 mm Ǿ Pipes (6") l.m. 227.00 178,800.00 0.45% 35.00% 62,580.00 17.00% 39,336.00 18.00% 32,184.00



- Elbow 90º X 63 mm pcs 11.00 16,390.00 0.04% 54.00% 8,850.60 17.00% 3,605.80 37.00% 6,064.30

- Elbow 45º X 63 mm pcs 6.00 8,940.00 0.02% 52.00% 4,648.80 17.00% 1,966.80 35.00% 3,129.00

- Elbow 22.5º X 63 mm pcs 7.00 10,430.00 0.03% 37.00% 3,859.10 17.00% 2,294.60 20.00% 2,086.00

- Elbow 11.25º X 63 mm pcs 41.00 61,090.00 0.15% 32.00% 19,548.80 17.00% 13,439.80 15.00% 9,163.50

- Tee 63 mm pcs 11.00 13,200.00 0.03% 37.00% 4,884.00 17.00% 2,904.00 20.00% 2,640.00



- Cross Tee 63 x 63 mm pcs 1.00 3,500.00 0.01% 17.00% 595.00 17.00% 770.00 0.00% -

- Cross Tee Reducer 90 x 63 mm pcs 1.00 4,625.00 0.01% 17.00% 786.25 17.00% 1,017.50 0.00% -


- Elbow 90º X 90 mm pcs 2.00 3,400.00 0.01% 67.00% 2,278.00 17.00% 748.00 50.00% 1,700.00

- Elbow 45º X 90 mm pcs 4.00 6,800.00 0.02% 67.00% 4,556.00 17.00% 1,496.00 50.00% 3,400.00

- Elbow 22.5º X 90 mm pcs 16.00 27,200.00 0.07% 61.00% 16,592.00 17.00% 5,984.00 44.00% 11,968.00

SITE COPY








(%)Accomp.

(%)Accomp.

(%)

- Elbow 11.25º X 90 mm pcs 81.00 137,700.00 0.34% 47.00% 64,719.00 17.00% 30,294.00 30.00% 41,310.00

- Tee 90 mm pcs 8.00 14,400.00 0.04% 42.00% 6,048.00 17.00% 3,168.00 25.00% 3,600.00


- Tee Reducer 160 x 90 mm pcs 1.00 4,200.00 0.01% 17.00% 714.00 17.00% 924.00 0.00% -

- Cross Tee 90 x 90 mm pcs 2.00 9,830.00 0.02% 117.00% 11,501.10 17.00% 2,162.60 100.00% 9,830.00

- Reducer 110 x 90 mm pcs 4.00 8,940.00 0.02% 117.00% 10,459.80 17.00% 1,966.80 100.00% 8,940.00


- Elbow 90º X 110 mm pcs 1.00 2,400.00 0.01% 17.00% 408.00 17.00% 528.00 0.00% -

- Elbow 45º X 110 mm pcs 2.00 4,800.00 0.01% 67.00% 3,216.00 17.00% 1,056.00 50.00% 2,400.00

- Elbow 11.25º X 110 mm pcs 24.00 57,600.00 0.14% 37.00% 21,312.00 17.00% 12,672.00 20.00% 11,520.00

- Tee 110 mm pcs 2.00 5,200.00 0.01% 17.00% 884.00 17.00% 1,144.00 0.00% -


- Reducer 160 x 110 mm pcs 2.00 6,760.00 0.02% 67.00% 4,529.20 17.00% 1,487.20 50.00% 3,380.00


- Elbow 45º X 160 mm pcs 4.00 16,800.00 0.04% 32.00% 5,376.00 17.00% 3,696.00 15.00% 2,520.00

- Elbow 11.25º X 160 mm pcs 9.00 37,800.00 0.09% 32.00% 12,096.00 17.00% 8,316.00 15.00% 5,670.00

- Tee 160 mm pcs 1.00 4,515.00 0.01% 117.00% 5,282.55 17.00% 993.30 100.00% 4,515.00

d..2 Gate Valve

- 160 mm Ǿ pcs 4.00 48,000.00 0.12% 32.00% 15,360.00 17.00% 10,560.00 15.00% 7,200.00

- 110 mm Ǿ pcs 6.00 42,000.00 0.10% 32.00% 13,440.00 17.00% 9,240.00 15.00% 6,300.00

- 90 mm Ǿ pcs 20.00 106,000.00 0.26% 117.00% 124,020.00 17.00% 23,320.00 100.00% 106,000.00

- 63 mm Ǿ pcs 13.00 58,500.00 0.15% 42.00% 24,570.00 17.00% 12,870.00 25.00% 14,625.00


- 90 mm Ǿ pcs 1.00 20,000.00 0.05% 17.00% 3,400.00 17.00% 4,400.00 0.00% -

d..4 Fire Hydrants 17.00% 0.00 17.00% 0.00 -

- 160 mm Ǿ pcs 1.00 28,000.00 0.07% 17.00% 4,760.00 17.00% 6,160.00 0.00% -

- 110 mm Ǿ pcs 2.00 50,000.00 0.12% 17.00% 8,500.00 17.00% 11,000.00 0.00% -

- 90 mm Ǿ pcs 4.00 92,000.00 0.23% 17.00% 15,640.00 17.00% 20,240.00 0.00% -

e. Lot Connections

For Single Service



6.50M RROW ea. 2.00 1,980.00 0.00% 17.00% 336.60 17.00% 435.60 0.00% -


8.00M RROW ea. 2.00 1,620.00 0.00% 17.00% 275.40 17.00% 356.40 0.00% -

6.50M RROW ea. 7.00 4,095.00 0.01% 17.00% 696.15 17.00% 900.90 0.00% -


12.00M RROW ea. 1.00 945.00 0.00% 17.00% 160.65 17.00% 207.90 0.00% -

8.00M RROW ea. 2.00 1,640.00 0.00% 17.00% 278.80 17.00% 360.80 0.00% -

6.50M RROW ea. 22.00 16,280.00 0.04% 37.00% 6,023.60 17.00% 3,581.60 20.00% 3,256.00


6.50M RROW ea. 26.00 15,210.00 0.04% 37.00% 5,627.70 17.00% 3,346.20 20.00% 3,042.00



6.50M RROW ea. 1.00 1,530.00 0.00% 17.00% 260.10 17.00% 336.60 0.00% -


8.00M RROW ea. 2.00 4,050.00 0.01% 17.00% 688.50 17.00% 891.00 0.00% -

6.50M RROW ea. 1.00 1,260.00 0.00% 17.00% 214.20 17.00% 277.20 0.00% -


12.00M RROW ea. 1.00 940.00 0.00% 17.00% 159.80 17.00% 206.80 0.00% -

8.00M RROW ea. 4.00 3,220.00 0.01% 17.00% 547.40 17.00% 708.40 0.00% -

6.50M RROW ea. 17.00 12,580.00 0.03% 47.00% 5,912.60 17.00% 2,767.60 30.00% 3,774.00


6.50M RROW ea. 10.00 12,600.00 0.03% 27.00% 3,402.00 17.00% 2,772.00 10.00% 1,260.00

For Double Service



6.50M RROW ea. 1.00 1,360.00 0.00% 17.00% 231.20 17.00% 299.20 0.00% -


8.00M RROW ea. 6.00 7,650.00 0.02% 47.00% 3,595.50 17.00% 1,683.00 30.00% 2,295.00

6.50M RROW ea. 8.00 9,520.00 0.02% 47.00% 4,474.40 17.00% 2,094.40 30.00% 2,856.00


12.00M RROW ea. 4.00 4,420.00 0.01% 17.00% 751.40 17.00% 972.40 0.00% -

8.00M RROW ea. 11.00 12,650.00 0.03% 47.00% 5,945.50 17.00% 2,783.00 30.00% 3,795.00

6.50M RROW ea. 54.00 54,540.00 0.14% 47.00% 25,633.80 17.00% 11,998.80 30.00% 16,362.00


6.50M RROW ea. 54.00 64,260.00 0.16% 52.00% 33,415.20 17.00% 14,137.20 35.00% 22,491.00



6.50M RROW ea. 3.00 5,610.00 0.01% 17.00% 953.70 17.00% 1,234.20 0.00% -


8.00M RROW ea. 6.00 10,710.00 0.03% 39.00% 4,176.90 17.00% 2,356.20 22.00% 2,356.20

6.50M RROW ea. 4.00 6,800.00 0.02% 17.00% 1,156.00 17.00% 1,496.00 0.00% -


8.00M RROW ea. 11.00 19,380.00 0.05% 27.00% 5,232.60 17.00% 4,263.60 10.00% 1,938.00

6.50M RROW ea. 50.00 78,030.00 0.20% 27.00% 21,068.10 17.00% 17,166.60 10.00% 7,803.00


6.50M RROW ea. 25.00 39,780.00 0.10% 47.00% 18,696.60 17.00% 8,751.60 30.00% 11,934.00





Sub Total ### 6.77% 44.40% 140,891.12 22.00% 596,118.60 22.40% 606,957.12

SITE COPY








(%)Accomp.

(%)Accomp.

(%)



SITE COPY








(%)Accomp.

(%)Accomp.

(%)

a.1

- 300 mm Ǿ Pipes

- d = 1.00 m l.m. 1,269.00 659,880.00 1.65% 34.70% 228,978.36 5.70% 261,972.36 29.00% 191,365.20

- d = 1.25 m l.m. 280.00 154,000.00 0.38% 25.70% 39,578.00 5.70% 61,138.00 20.00% 30,800.00

- d = 1.50 m l.m. 54.00 31,320.00 0.08% 30.70% 9,615.24 5.70% 12,434.04 25.00% 7,830.00

- d = 1.75 m l.m. 36.00 21,960.00 0.05% 30.70% 6,741.72 5.70% 8,718.12 25.00% 5,490.00

- d = 2.00 m l.m. 14.00 8,960.00 0.02% 45.70% 4,094.72 5.70% 3,557.12 40.00% 3,584.00

- 375 mm Ǿ Pipes

- d = 1.25 m l.m. 312.00 218,400.00 0.55% 20.70% 45,208.80 5.70% 86,704.80 15.00% 32,760.00

- d = 1.50 m l.m. 28.00 20,440.00 0.05% 30.70% 6,275.08 5.70% 8,114.68 25.00% 5,110.00

- d = 1.75 m l.m. 58.00 44,080.00 0.11% 25.70% 11,328.56 5.70% 17,499.76 20.00% 8,816.00

- 450 mm Ǿ Pipes

- d = 1.25 m l.m. 207.00 184,230.00 0.46% 15.70% 28,924.11 5.70% 73,139.31 10.00% 18,423.00

- d = 1.50 m l.m. 127.00 118,110.00 0.30% 15.70% 18,543.27 5.70% 46,889.67 10.00% 11,811.00

- 525 mm Ǿ Pipes

- d = 1.50 m l.m. 155.00 167,400.00 0.42% 20.70% 34,651.80 5.70% 66,457.80 15.00% 25,110.00

- d = 1.75 m l.m. 39.00 44,070.00 0.11% 20.70% 9,122.49 5.70% 17,495.79 15.00% 6,610.50

- d = 2.75 m l.m. 27.00 35,910.00 0.09% 25.70% 9,228.87 5.70% 14,256.27 20.00% 7,182.00

- d = 1.50 m l.m. 73.00 101,470.00 0.25% 5.70% 5,783.79 5.70% 40,283.59 0.00% -

- d = 1.75 m l.m. 78.00 112,710.00 0.28% 25.70% 28,966.47 5.70% 44,745.87 20.00% 22,542.00

- 750 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 336,000.00 0.84% 32.70% 109,872.00 5.70% 133,392.00 27.00% 90,720.00

- d = 4.00 m l.m. 7.00 17,500.00 0.04% 35.70% 6,247.50 5.70% 6,947.50 30.00% 5,250.00

- 900 mm Ǿ Pipes

- d = 1.75 m l.m. 36.00 108,000.00 0.27% 5.70% 6,156.00 5.70% 42,876.00 0.00% -

- 1050 mm Ǿ Pipes

- d = 2.00 m l.m. 8.00 28,800.00 0.07% 5.70% 1,641.60 5.70% 11,433.60 0.00% -



- TIM 300 mm Ǿ

- d = 1.25 m ea. 59.00 398,250.00 1.00% 27.70% 110,315.25 5.70% 158,105.25 22.00% 87,615.00

- d = 1.50 m ea. 9.00 64,800.00 0.16% 8.70% 5,637.60 5.70% 25,725.60 3.00% 1,944.00

- d = 2.25 m ea. 1.00 8,100.00 0.02% 15.70% 1,271.70 5.70% 3,215.70 10.00% 810.00

- d = 2.50 m ea. 1.00 8,550.00 0.02% 5.70% 487.35 5.70% 3,394.35 0.00% -

- TIM 375 mm Ǿ

- d = 1.50 m ea. 18.00 137,700.00 0.34% 35.70% 49,158.90 5.70% 54,666.90 30.00% 41,310.00

- d = 1.75 m ea. 3.00 24,300.00 0.06% 35.70% 8,675.10 5.70% 9,647.10 30.00% 7,290.00

- d = 2.00 m ea. 2.00 17,100.00 0.04% 35.70% 6,104.70 5.70% 6,788.70 30.00% 5,130.00

- d = 2.25 m ea. 1.00 8,950.00 0.02% 30.70% 2,747.65 5.70% 3,553.15 25.00% 2,237.50

- TIM 450 mm Ǿ

- d = 1.50 m ea. 11.00 88,770.00 0.22% 10.70% 9,498.39 5.70% 35,241.69 5.00% 4,438.50

- d = 1.75 m ea. 7.00 58,100.00 0.15% 25.70% 14,931.70 5.70% 23,065.70 20.00% 11,620.00

- TIM 525 mm Ǿ

- d = 1.75 m ea. 7.00 59,850.00 0.15% 25.70% 15,381.45 5.70% 23,760.45 20.00% 11,970.00

- d = 2.00 m ea. 4.00 36,000.00 0.09% 30.70% 11,052.00 5.70% 14,292.00 25.00% 9,000.00

- TIM 600 mm Ǿ

- d = 1.75 m ea. 4.00 36,400.00 0.09% 5.70% 2,074.80 5.70% 14,450.80 0.00% -

- d = 2.00 m ea. 4.00 39,200.00 0.10% 30.70% 12,034.40 5.70% 15,562.40 25.00% 9,800.00

- TIM 750 mm Ǿ

- d = 1.75 m ea. 1.00 10,350.00 0.03% 105.70% 10,939.95 5.70% 4,108.95 100.00% 10,350.00

- d = 2.00 m ea. 6.00 78,750.00 0.20% 15.70% 12,363.75 5.70% 31,263.75 10.00% 7,875.00

- TIM 900 mm Ǿ

- d = 2.00 m ea. 2.00 37,800.00 0.09% 5.70% 2,154.60 5.70% 15,006.60 0.00% -

- TIM 1050 mm Ǿ

- d = 2.25 m ea. 1.00 32,400.00 0.08% 5.70% 1,846.80 5.70% 12,862.80 0.00% -


- TIB 300 mm Ǿ

- d = 1.50 m ea. 115.00 828,000.00 2.07% 23.70% 196,236.00 5.70% 328,716.00 18.00% 149,040.00

b.8 Area Drain

- AD 300 mm Ǿ

- d = 1.25 m ea. 5.00 36,000.00 0.09% 5.70% 2,052.00 5.70% 14,292.00 0.00% -

Drainage Outfall

- 750 mm Ǿ (4.25m) ea. 1.00 16,200.00 0.04% 5.70% 923.40 5.70% 6,431.40 0.00% -

- 900 mm Ǿ (2.00m) ea. 1.00 13,500.00 0.03% 5.70% 769.50 5.70% 5,359.50 0.00% -

- 1050 mm Ǿ (2.25m) ea. 1.00 15,300.00 0.04% 5.70% 872.10 5.70% 6,074.10 0.00% -

c. Collector Pipe

ø200mm PVC Pipe l.m. 2,160.64 1,188,352.00 2.97% 19.70% 234,105.34 5.70% 471,775.74 14.00% 166,369.28

ø100mm End Plug ea. 265.00 106,000.00 0.26% 20.70% 21,942.00 5.70% 42,082.00 15.00% 15,900.00

Anaerobic Trench

750mmØ ea 1.00 200,000.00 0.50% 5.70% 11,400.00 5.70% 79,400.00 0.00% -

900mmØ ea 1.00 300,000.00 0.75% 5.70% 17,100.00 5.70% 119,100.00 0.00% -

1050mmØ ea 1.00 350,000.00 0.87% 5.70% 19,950.00 5.70% 138,950.00 0.00% -






d.1 L = 4.0 m ea. 546.00 115,800.00 0.29% 25.70% 29,760.60 5.70% 45,972.60 20.00% 23,160.00


Sub Total ### 19.79% 56.00% ### 39.70% ### 16.30% ###

Total ### ### 50.82% ### 35.12% ### 15.70% ###


- 600 mm Ǿ Pipes

SITE COPY



I DIVISION 01 - PRELIMINARIES 220,000.00 0.55% 100.00% 220,000.00 100.00% 220,000.00 0.00% 0.00


III DIVISION 03 - EARTHWORKS 4,599,529.00 11.50% 90.60% 4,167,173.27 83.20% 3,826,808.13 7.40% 395,708.93

IV DIVISION 05 - ROAD RIGHT OF WAY ### 49.53% 49.80% 9,866,684.71 29.80% 5,904,160.73 20.00% 3,962,523.98


VI DIVISION 08 - POTABLE WATER SYSTEM 2,709,630.00 6.77% 44.40% 1,203,075.72 22.00% 596,118.60 22.40% 606,957.12

VII DIVISION 09 - DRAINAGE SYSTEM 7,917,054.79 19.79% 56.00% 4,433,550.68 39.70% 3,143,070.75 16.30% 1,290,479.93

TOTAL ### 100.00% 50.82% ### 35.12% ### 15.70% 6,279,573.96

ACCOMPLISHMENT EVALUATED THIS PERIOD : 15.70% 6,279,573.96





Item no.


(%)Accomp.

(%)Accomp.

(%)

Prepared by :

Engr. Pennylene Guasis

Field Engr. - Subcontractor

Checked by :

Engr. Erwin EleserioProj. QS

Approved by:

Arch. Rolando Socorro IIProj. In-Charge

PO No. : 4800092801

PB No. : 3

Date : Dec 17, 2014

SITE COPY

Date :January 14, 2015






Sub Total 220,000.00 0.55% 100.00% 220,000.00 100.00% 220,000.00 0.00% 0.00


a. Line & Grade mos 9.00 180,000.00 0.45% 98.00% 176,400.00 96.30% 173,340.00 1.70% 3,060.00


Sub Total 398,400.00 1.00% 98.00% 176,400.00 96.30% 383,659.20 1.70% 6,772.80



b. Cut m3 ### 549,754.40 1.37% 94.00% 516,769.14 93.20% 319,957.06 0.80% 4,398.04

c. Engineered Fill

- Borrowed Fill m3 ### 1,973,403.35 4.93% 95.30% 1,880,653.39 89.20% 1,069,584.62 6.10% 120,377.60


- Excess Cut m3 4,271.21 405,764.95 1.01% 94.90% 385,070.94 92.20% 219,924.60 2.70% 10,955.65

- Topsoil (Soil Stripping) m3 ### 1,439,027.70 3.60% 95.20% 1,369,954.37 92.20% 779,953.01 3.00% 43,170.83


Sub Total ### 11.50% 94.60% ### 90.60% ### 4.00% 183,981.16



c. Base Coarse m3 4,170.30 2,415,388.91 6.04% 50.00% 1,207,694.45 28.80% 695,632.00 21.20% 512,062.45


2 - 3000 Psi (thk = 175 mm) m2 2,342.60 1,897,506.00 4.74% 60.00% 1,138,503.60 28.80% 546,481.73 31.20% 592,021.87

4 - 3000 Psi (thk = 150 mm) m2 ### 8,891,610.00 22.23% 65.00% 5,779,502.37 47.77% 4,247,477.97 17.23% 1,532,024.40

g. Curb & Gutter


4 - Barrier l.m. 60.00 18,000.00 0.04% 18.80% 3,384.00 18.80% 3,384.00 0.00% -



- Base Coarse m3 392.06 274,442.00 0.69% 38.00% 104,287.96 28.80% 79,039.30 9.20% 25,248.66




Sub Total ### 49.53% 67.80% ### 49.80% ### 18.00% ###



h = 0.50 m l.m. 10.00 39,303.00 0.10% 0.00% 0.00 0.00% 0.00 0.00% -

h = 0.75 m l.m. 92.01 600,489.81 1.50% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.00 m l.m. 166.66 1,154,721.15 2.89% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.25 m l.m. 23.67 657,934.72 1.64% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.50 m l.m. 80.94 390,135.24 0.98% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.75 m l.m. 11.72 229,982.68 0.57% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.00 m l.m. 20.50 322,216.95 0.81% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.25 m l.m. 5.00 88,412.50 0.22% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.50 m l.m. 7.50 147,353.25 0.37% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.75 m l.m. 10.00 216,128.00 0.54% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.00 m l.m. 10.00 235,774.00 0.59% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.25 m l.m. 7.50 191,565.00 0.48% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.50 m l.m. 2.50 68,750.00 0.17% 0.00% 0.00 0.00% 0.00 0.00% -

Sub Total ### 10.86% 0.00% 0.00 0.00% 0.00 0.00% 0.00



- 63 mm Ǿ Pipes (2") l.m. 1,328.00 239,040.00 0.60% 47.00% 112,348.80 32.00% 76,492.80 15.00% 35,856.00

- 90 mm Ǿ Pipes (3") l.m. 1,839.00 478,140.00 1.20% 53.00% 253,414.20 35.00% 167,349.00 18.00% 86,065.20

- 110 mm Ǿ Pipes (4") l.m. 509.00 167,970.00 0.42% 57.00% 95,742.90 37.00% 62,148.90 20.00% 33,594.00

- 160 mm Ǿ Pipes (6") l.m. 227.00 178,800.00 0.45% 45.00% 80,460.00 35.00% 62,580.00 10.00% 17,880.00



- Elbow 90º X 63 mm pcs 11.00 16,390.00 0.04% 65.00% 10,653.50 54.00% 8,850.60 11.00% 1,802.90

- Elbow 45º X 63 mm pcs 6.00 8,940.00 0.02% 87.00% 7,777.80 52.00% 4,648.80 35.00% 3,129.00

- Elbow 22.5º X 63 mm pcs 7.00 10,430.00 0.03% 57.00% 5,945.10 37.00% 3,859.10 20.00% 2,086.00

- Elbow 11.25º X 63 mm pcs 41.00 61,090.00 0.15% 47.00% 28,712.30 32.00% 19,548.80 15.00% 9,163.50

- Tee 63 mm pcs 11.00 13,200.00 0.03% 57.00% 7,524.00 37.00% 4,884.00 20.00% 2,640.00



- Cross Tee 63 x 63 mm pcs 1.00 3,500.00 0.01% 100.00% 3,500.00 17.00% 595.00 83.00% 2,905.00

- Cross Tee Reducer 90 x 63 mm pcs 1.00 4,625.00 0.01% 100.00% 4,625.00 17.00% 786.25 83.00% 3,838.75


- Elbow 90º X 90 mm pcs 2.00 3,400.00 0.01% 117.00% 3,978.00 67.00% 2,278.00 50.00% 1,700.00

- Elbow 45º X 90 mm pcs 4.00 6,800.00 0.02% 117.00% 7,956.00 67.00% 4,556.00 50.00% 3,400.00

- Elbow 22.5º X 90 mm pcs 16.00 27,200.00 0.07% 105.00% 28,560.00 61.00% 16,592.00 44.00% 11,968.00

- Elbow 11.25º X 90 mm pcs 81.00 137,700.00 0.34% 77.00% 106,029.00 47.00% 64,719.00 30.00% 41,310.00

- Tee 90 mm pcs 8.00 14,400.00 0.04% 67.00% 9,648.00 42.00% 6,048.00 25.00% 3,600.00


- Tee Reducer 160 x 90 mm pcs 1.00 4,200.00 0.01% 17.00% 714.00 17.00% 714.00 0.00% -

- Cross Tee 90 x 90 mm pcs 2.00 9,830.00 0.02% 100.00% 9,830.00 100.00% 11,501.10 0.00% -

- Reducer 110 x 90 mm pcs 4.00 8,940.00 0.02% 100.00% 8,940.00 100.00% 10,459.80 0.00% -






(%)Accomp.

(%)Accomp.

(%)

SITE COPY








(%)Accomp.

(%)Accomp.

(%)

- Elbow 90º X 110 mm pcs 1.00 2,400.00 0.01% 17.00% 408.00 17.00% 408.00 0.00% -

- Elbow 45º X 110 mm pcs 2.00 4,800.00 0.01% 117.00% 5,616.00 67.00% 3,216.00 50.00% 2,400.00

- Elbow 11.25º X 110 mm pcs 24.00 57,600.00 0.14% 57.00% 32,832.00 37.00% 21,312.00 20.00% 11,520.00

- Tee 110 mm pcs 2.00 5,200.00 0.01% 17.00% 884.00 17.00% 884.00 0.00% -


- Reducer 160 x 110 mm pcs 2.00 6,760.00 0.02% 117.00% 7,909.20 67.00% 4,529.20 50.00% 3,380.00


- Elbow 45º X 160 mm pcs 4.00 16,800.00 0.04% 47.00% 7,896.00 32.00% 5,376.00 15.00% 2,520.00

- Elbow 11.25º X 160 mm pcs 9.00 37,800.00 0.09% 47.00% 17,766.00 32.00% 12,096.00 15.00% 5,670.00

- Tee 160 mm pcs 1.00 4,515.00 0.01% 217.00% 9,797.55 117.00% 5,282.55 100.00% 4,515.00

d..2 Gate Valve

- 160 mm Ǿ pcs 4.00 48,000.00 0.12% 47.00% 22,560.00 32.00% 15,360.00 15.00% 7,200.00

- 110 mm Ǿ pcs 6.00 42,000.00 0.10% 47.00% 19,740.00 32.00% 13,440.00 15.00% 6,300.00

- 90 mm Ǿ pcs 20.00 106,000.00 0.26% 100.00% 106,000.00 100.00% 124,020.00 0.00% -

- 63 mm Ǿ pcs 13.00 58,500.00 0.15% 67.00% 39,195.00 42.00% 24,570.00 25.00% 14,625.00


- 90 mm Ǿ pcs 1.00 20,000.00 0.05% 17.00% 3,400.00 17.00% 3,400.00 0.00% -

d..4 Fire Hydrants 17.00% 0.00 17.00% 0.00 -

- 160 mm Ǿ pcs 1.00 28,000.00 0.07% 17.00% 4,760.00 17.00% 4,760.00 0.00% -

- 110 mm Ǿ pcs 2.00 50,000.00 0.12% 17.00% 8,500.00 17.00% 8,500.00 0.00% -

- 90 mm Ǿ pcs 4.00 92,000.00 0.23% 17.00% 15,640.00 17.00% 15,640.00 0.00% -

e. Lot Connections

For Single Service



6.50M RROW ea. 2.00 1,980.00 0.00% 40.00% 792.00 17.00% 336.60 23.00% 455.40


8.00M RROW ea. 2.00 1,620.00 0.00% 40.00% 648.00 17.00% 275.40 23.00% 372.60

6.50M RROW ea. 7.00 4,095.00 0.01% 40.00% 1,638.00 17.00% 696.15 23.00% 941.85


12.00M RROW ea. 1.00 945.00 0.00% 40.00% 378.00 17.00% 160.65 23.00% 217.35

8.00M RROW ea. 2.00 1,640.00 0.00% 40.00% 656.00 17.00% 278.80 23.00% 377.20

6.50M RROW ea. 22.00 16,280.00 0.04% 57.00% 9,279.60 37.00% 6,023.60 20.00% 3,256.00


6.50M RROW ea. 26.00 15,210.00 0.04% 57.00% 8,669.70 37.00% 5,627.70 20.00% 3,042.00



6.50M RROW ea. 1.00 1,530.00 0.00% 17.00% 260.10 17.00% 260.10 0.00% -


8.00M RROW ea. 2.00 4,050.00 0.01% 50.00% 2,025.00 17.00% 688.50 33.00% 1,336.50

6.50M RROW ea. 1.00 1,260.00 0.00% 50.00% 630.00 17.00% 214.20 33.00% 415.80


12.00M RROW ea. 1.00 940.00 0.00% 17.00% 159.80 17.00% 159.80 0.00% -

8.00M RROW ea. 4.00 3,220.00 0.01% 50.00% 1,610.00 17.00% 547.40 33.00% 1,062.60

6.50M RROW ea. 17.00 12,580.00 0.03% 65.00% 8,177.00 47.00% 5,912.60 18.00% 2,264.40


6.50M RROW ea. 10.00 12,600.00 0.03% 37.00% 4,662.00 27.00% 3,402.00 10.00% 1,260.00

For Double Service



6.50M RROW ea. 1.00 1,360.00 0.00% 17.00% 231.20 17.00% 231.20 0.00% -


8.00M RROW ea. 6.00 7,650.00 0.02% 65.00% 4,972.50 47.00% 3,595.50 18.00% 1,377.00

6.50M RROW ea. 8.00 9,520.00 0.02% 65.00% 6,188.00 47.00% 4,474.40 18.00% 1,713.60


12.00M RROW ea. 4.00 4,420.00 0.01% 50.00% 2,210.00 17.00% 751.40 33.00% 1,458.60

8.00M RROW ea. 11.00 12,650.00 0.03% 80.00% 10,120.00 47.00% 5,945.50 33.00% 4,174.50

6.50M RROW ea. 54.00 54,540.00 0.14% 80.00% 43,632.00 47.00% 25,633.80 33.00% 17,998.20


6.50M RROW ea. 54.00 64,260.00 0.16% 65.00% 41,769.00 52.00% 33,415.20 13.00% 8,353.80



6.50M RROW ea. 3.00 5,610.00 0.01% 17.00% 953.70 17.00% 953.70 0.00% -


8.00M RROW ea. 6.00 10,710.00 0.03% 60.00% 6,426.00 39.00% 4,176.90 21.00% 2,249.10

6.50M RROW ea. 4.00 6,800.00 0.02% 50.00% 3,400.00 17.00% 1,156.00 33.00% 2,244.00


8.00M RROW ea. 11.00 19,380.00 0.05% 47.00% 9,108.60 27.00% 5,232.60 20.00% 3,876.00

6.50M RROW ea. 50.00 78,030.00 0.20% 47.00% 36,674.10 27.00% 21,068.10 20.00% 15,606.00


6.50M RROW ea. 25.00 39,780.00 0.10% 70.00% 27,846.00 47.00% 18,696.60 23.00% 9,149.40





Sub Total ### 6.77% 61.40% 209,622.47 44.40% 140,891.12 17.00% 460,637.10



SITE COPY








(%)Accomp.

(%)Accomp.

(%)

a.1

- 300 mm Ǿ Pipes

- d = 1.00 m l.m. 1,269.00 659,880.00 1.65% 46.27% 305,317.17 34.70% 228,978.36 11.57% 76,338.81

- d = 1.25 m l.m. 280.00 154,000.00 0.38% 58.00% 89,320.00 25.70% 39,578.00 32.30% 49,742.00

- d = 1.50 m l.m. 54.00 31,320.00 0.08% 55.00% 17,226.00 30.70% 9,615.24 24.30% 7,610.76

- d = 1.75 m l.m. 36.00 21,960.00 0.05% 55.00% 12,078.00 30.70% 6,741.72 24.30% 5,336.28

- d = 2.00 m l.m. 14.00 8,960.00 0.02% 60.00% 5,376.00 45.70% 4,094.72 14.30% 1,281.28

- 375 mm Ǿ Pipes

- d = 1.25 m l.m. 312.00 218,400.00 0.55% 31.84% 69,544.00 20.70% 45,208.80 11.14% 24,335.20

- d = 1.50 m l.m. 28.00 20,440.00 0.05% 56.00% 11,446.40 30.70% 6,275.08 25.30% 5,171.32

- d = 1.75 m l.m. 58.00 44,080.00 0.11% 46.00% 20,276.80 25.70% 11,328.56 20.30% 8,948.24

- 450 mm Ǿ Pipes

- d = 1.25 m l.m. 207.00 184,230.00 0.46% 36.00% 66,322.80 15.70% 28,924.11 20.30% 37,398.69

- d = 1.50 m l.m. 127.00 118,110.00 0.30% 36.00% 42,519.60 15.70% 18,543.27 20.30% 23,976.33

- 525 mm Ǿ Pipes

- d = 1.50 m l.m. 155.00 167,400.00 0.42% 36.00% 60,264.00 20.70% 34,651.80 15.30% 25,612.20

- d = 1.75 m l.m. 39.00 44,070.00 0.11% 36.00% 15,865.20 20.70% 9,122.49 15.30% 6,742.71

- d = 2.75 m l.m. 27.00 35,910.00 0.09% 48.00% 17,236.80 25.70% 9,228.87 22.30% 8,007.93

- d = 1.50 m l.m. 73.00 101,470.00 0.25% 36.00% 36,529.20 5.70% 5,783.79 30.30% 30,745.41

- d = 1.75 m l.m. 78.00 112,710.00 0.28% 46.00% 51,846.60 25.70% 28,966.47 20.30% 22,880.13

- 750 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 336,000.00 0.84% 41.07% 138,000.00 32.70% 109,872.00 8.37% 28,128.00

- d = 4.00 m l.m. 7.00 17,500.00 0.04% 50.00% 8,750.00 35.70% 6,247.50 14.30% 2,502.50

- 900 mm Ǿ Pipes

- d = 1.75 m l.m. 36.00 108,000.00 0.27% 18.00% 19,440.00 5.70% 6,156.00 12.30% 13,284.00

- 1050 mm Ǿ Pipes

- d = 2.00 m l.m. 8.00 28,800.00 0.07% 18.00% 5,184.00 5.70% 1,641.60 12.30% 3,542.40



- TIM 300 mm Ǿ

- d = 1.25 m ea. 59.00 398,250.00 1.00% 35.59% 141,737.73 27.70% 110,315.25 7.89% 31,422.48

- d = 1.50 m ea. 9.00 64,800.00 0.16% 43.70% 28,317.60 8.70% 5,637.60 35.00% 22,680.00

- d = 2.25 m ea. 1.00 8,100.00 0.02% 41.00% 3,321.00 15.70% 1,271.70 25.30% 2,049.30

- d = 2.50 m ea. 1.00 8,550.00 0.02% 31.00% 2,650.50 5.70% 487.35 25.30% 2,163.15

- TIM 375 mm Ǿ

- d = 1.50 m ea. 18.00 137,700.00 0.34% 60.00% 82,620.00 35.70% 49,158.90 24.30% 33,461.10

- d = 1.75 m ea. 3.00 24,300.00 0.06% 60.00% 14,580.00 35.70% 8,675.10 24.30% 5,904.90

- d = 2.00 m ea. 2.00 17,100.00 0.04% 60.00% 10,260.00 35.70% 6,104.70 24.30% 4,155.30

- d = 2.25 m ea. 1.00 8,950.00 0.02% 55.00% 4,922.50 30.70% 2,747.65 24.30% 2,174.85

- TIM 450 mm Ǿ

- d = 1.50 m ea. 11.00 88,770.00 0.22% 31.00% 27,518.70 10.70% 9,498.39 20.30% 18,020.31

- d = 1.75 m ea. 7.00 58,100.00 0.15% 45.70% 26,551.70 25.70% 14,931.70 20.00% 11,620.00

- TIM 525 mm Ǿ

- d = 1.75 m ea. 7.00 59,850.00 0.15% 45.70% 27,351.45 25.70% 15,381.45 20.00% 11,970.00

- d = 2.00 m ea. 4.00 36,000.00 0.09% 50.70% 18,252.00 30.70% 11,052.00 20.00% 7,200.00

- TIM 600 mm Ǿ

- d = 1.75 m ea. 4.00 36,400.00 0.09% 25.90% 9,427.60 5.70% 2,074.80 20.20% 7,352.80

- d = 2.00 m ea. 4.00 39,200.00 0.10% 50.90% 19,952.80 30.70% 12,034.40 20.20% 7,918.40

- TIM 750 mm Ǿ

- d = 1.75 m ea. 1.00 10,350.00 0.03% 100.00% 10,350.00 100.00% 10,939.95 0.00% -

- d = 2.00 m ea. 6.00 78,750.00 0.20% 35.90% 28,271.25 15.70% 12,363.75 20.20% 15,907.50

- TIM 900 mm Ǿ

- d = 2.00 m ea. 2.00 37,800.00 0.09% 25.90% 9,790.20 5.70% 2,154.60 20.20% 7,635.60

- TIM 1050 mm Ǿ

- d = 2.25 m ea. 1.00 32,400.00 0.08% 5.70% 1,846.80 5.70% 1,846.80 0.00% -


- TIB 300 mm Ǿ

- d = 1.50 m ea. 115.00 828,000.00 2.07% 39.90% 330,372.00 23.70% 196,236.00 16.20% 134,136.00

b.8 Area Drain

- AD 300 mm Ǿ

- d = 1.25 m ea. 5.00 36,000.00 0.09% 15.90% 5,724.00 5.70% 2,052.00 10.20% 3,672.00

Drainage Outfall

- 750 mm Ǿ (4.25m) ea. 1.00 16,200.00 0.04% 5.70% 923.40 5.70% 923.40 0.00% -

- 900 mm Ǿ (2.00m) ea. 1.00 13,500.00 0.03% 5.70% 769.50 5.70% 769.50 0.00% -

- 1050 mm Ǿ (2.25m) ea. 1.00 15,300.00 0.04% 5.70% 872.10 5.70% 872.10 0.00% -

c. Collector Pipe

ø200mm PVC Pipe l.m. 2,160.64 1,188,352.00 2.97% 35.90% 426,618.37 19.70% 234,105.34 16.20% 192,513.02

ø100mm End Plug ea. 265.00 106,000.00 0.26% 33.90% 35,934.00 20.70% 21,942.00 13.20% 13,992.00

Anaerobic Trench

750mmØ ea 1.00 200,000.00 0.50% 5.70% 11,400.00 5.70% 11,400.00 0.00% -

900mmØ ea 1.00 300,000.00 0.75% 5.70% 17,100.00 5.70% 17,100.00 0.00% -

1050mmØ ea 1.00 350,000.00 0.87% 5.70% 19,950.00 5.70% 19,950.00 0.00% -






d.1 L = 4.0 m ea. 546.00 115,800.00 0.29% 45.70% 52,920.60 25.70% 29,760.60 20.00% 23,160.00


Sub Total ### 19.79% 70.50% ### 56.00% ### 14.50% ###

Total ### ### 64.10% ### 50.69% ### 13.41% ###


- 600 mm Ǿ Pipes

SITE COPY






IV DIVISION 05 - ROAD RIGHT OF WAY ### 49.53% 67.80% ### 49.80% 9,866,684.71 18.00% 3,566,271.58


VI DIVISION 08 - POTABLE WATER SYSTEM 2,709,630.00 6.77% 61.40% 1,663,712.82 44.40% 1,203,075.72 17.00% 460,637.10


TOTAL ### 100.00% 64.10% ### 50.69% ### 13.41% 5,365,635.59






Item no.


(%)Accomp.

(%)Accomp.

(%)

Prepared by :



Checked by :


Approved by:


PO No. : 4800092801

PB No. : 3

Date : Dec 17, 2014

SITE COPY

Date :February 06, 2015






Sub Total 220,000.00 0.55% 100.00% 220,000.00 100.00% 220,000.00 0.00% 0.00


a. Line & Grade mos 9.00 180,000.00 0.45% 98.00% 176,400.00 98.00% 176,400.00 -

b. Lot Monumenting lots 546.00 218,400.00 0.55% 98.00% 214,032.00 98.00% 214,032.00 -

Sub Total 398,400.00 1.00% 98.00% 176,400.00 98.00% 176,400.00 0.00


a. Soil Stripping m3 7,573.83 151,578.60 0.38% 99.00% 150,062.81 99.00% 150,062.81 -

b. Cut m3 ### 549,754.40 1.37% 96.00% 527,764.22 94.00% 516,769.14 2.00% 10,995.09

c. Engineered Fill

- Borrowed Fill m3 ### 1,973,403.35 4.93% 97.00% 1,914,201.25 95.30% 1,880,653.39 1.70% 33,547.86


- Excess Cut m3 4,271.21 405,764.95 1.01% 96.00% 389,534.35 94.90% 385,070.94 1.10% 4,463.41



Sub Total ### 11.50% 96.10% ### 94.60% ### 1.50% 68,993.64



c. Base Coarse m3 4,170.30 2,415,388.91 6.04% 75.00% 1,811,541.68 50.00% 1,207,694.45 25.00% 603,847.23


2 - 3000 Psi (thk = 175 mm) m2 2,342.60 1,897,506.00 4.74% 91.00% 1,726,730.46 60.00% 1,138,503.60 31.00% 588,226.86

4 - 3000 Psi (thk = 150 mm) m2 ### 8,891,610.00 22.23% 85.00% 7,557,824.37 65.00% 5,779,502.37 20.00% 1,778,322.00

g. Curb & Gutter


4 - Barrier l.m. 60.00 18,000.00 0.04% 18.80% 3,384.00 18.80% 3,384.00 0.00% -


- Concrete Sidewalk (thk = 100 mm) m2 3,920.60 1,764,270.00 4.41% 62.20% 1,097,375.94 48.00% 846,849.60 14.20% 250,526.34

- Base Coarse m3 392.06 274,442.00 0.69% 47.20% 129,536.62 38.00% 104,287.96 9.20% 25,248.66




Sub Total ### 49.53% 88.20% ### 67.80% ### 20.40% ###



h = 0.50 m l.m. 10.00 39,303.00 0.10% 0.00% 0.00 0.00% 0.00 0.00% -

h = 0.75 m l.m. 92.01 600,489.81 1.50% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.00 m l.m. 166.66 1,154,721.15 2.89% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.25 m l.m. 23.67 657,934.72 1.64% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.50 m l.m. 80.94 390,135.24 0.98% 0.00% 0.00 0.00% 0.00 0.00% -

h = 1.75 m l.m. 11.72 229,982.68 0.57% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.00 m l.m. 20.50 322,216.95 0.81% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.25 m l.m. 5.00 88,412.50 0.22% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.50 m l.m. 7.50 147,353.25 0.37% 0.00% 0.00 0.00% 0.00 0.00% -

h = 2.75 m l.m. 10.00 216,128.00 0.54% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.00 m l.m. 10.00 235,774.00 0.59% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.25 m l.m. 7.50 191,565.00 0.48% 0.00% 0.00 0.00% 0.00 0.00% -

h = 3.50 m l.m. 2.50 68,750.00 0.17% 0.00% 0.00 0.00% 0.00 0.00% -

Sub Total ### 10.86% 0.00% 0.00 0.00% 0.00 0.00% 0.00



- 63 mm Ǿ Pipes (2") l.m. 1,328.00 239,040.00 0.60% 62.00% 148,204.80 47.00% 112,348.80 15.00% 35,856.00

- 90 mm Ǿ Pipes (3") l.m. 1,839.00 478,140.00 1.20% 71.00% 339,479.40 53.00% 253,414.20 18.00% 86,065.20

- 110 mm Ǿ Pipes (4") l.m. 509.00 167,970.00 0.42% 77.00% 129,336.90 57.00% 95,742.90 20.00% 33,594.00

- 160 mm Ǿ Pipes (6") l.m. 227.00 178,800.00 0.45% 55.00% 98,340.00 45.00% 80,460.00 10.00% 17,880.00



- Elbow 90º X 63 mm pcs 11.00 16,390.00 0.04% 76.00% 12,456.40 65.00% 10,653.50 11.00% 1,802.90

- Elbow 45º X 63 mm pcs 6.00 8,940.00 0.02% 97.00% 8,671.80 87.00% 7,777.80 10.00% 894.00

- Elbow 22.5º X 63 mm pcs 7.00 10,430.00 0.03% 77.00% 8,031.10 57.00% 5,945.10 20.00% 2,086.00

- Elbow 11.25º X 63 mm pcs 41.00 61,090.00 0.15% 62.00% 37,875.80 47.00% 28,712.30 15.00% 9,163.50

- Tee 63 mm pcs 11.00 13,200.00 0.03% 77.00% 10,164.00 57.00% 7,524.00 20.00% 2,640.00



- Cross Tee 63 x 63 mm pcs 1.00 3,500.00 0.01% 100.00% 3,500.00 100.00% 3,500.00 -

- Cross Tee Reducer 90 x 63 mm pcs 1.00 4,625.00 0.01% 100.00% 4,625.00 100.00% 4,625.00 -


- Elbow 90º X 90 mm pcs 2.00 3,400.00 0.01% 100.00% 3,400.00 100.00% 3,978.00 -

- Elbow 45º X 90 mm pcs 4.00 6,800.00 0.02% 100.00% 6,800.00 100.00% 7,956.00 -

- Elbow 22.5º X 90 mm pcs 16.00 27,200.00 0.07% 100.00% 27,200.00 100.00% 28,560.00 -

- Elbow 11.25º X 90 mm pcs 81.00 137,700.00 0.34% 87.00% 119,799.00 77.00% 106,029.00 10.00% 13,770.00

- Tee 90 mm pcs 8.00 14,400.00 0.04% 92.00% 13,248.00 67.00% 9,648.00 25.00% 3,600.00

- Tee Reducer 110 x 90 mm pcs 5.00 13,000.00 0.03% 97.00% 12,610.00 97.00% 12,610.00 -

- Tee Reducer 160 x 90 mm pcs 1.00 4,200.00 0.01% 30.00% 1,260.00 17.00% 714.00 13.00% 546.00

- Cross Tee 90 x 90 mm pcs 2.00 9,830.00 0.02% 100.00% 9,830.00 100.00% 9,830.00 0.00% -

- Reducer 110 x 90 mm pcs 4.00 8,940.00 0.02% 100.00% 8,940.00 100.00% 8,940.00 0.00% -






(%)Accomp.

(%)Accomp.

(%)

SITE COPY








(%)Accomp.

(%)Accomp.

(%)

- Elbow 90º X 110 mm pcs 1.00 2,400.00 0.01% 40.00% 960.00 17.00% 408.00 23.00% 552.00

- Elbow 45º X 110 mm pcs 2.00 4,800.00 0.01% 100.00% 4,800.00 100.00% 5,616.00 -

- Elbow 11.25º X 110 mm pcs 24.00 57,600.00 0.14% 77.00% 44,352.00 57.00% 32,832.00 20.00% 11,520.00

- Tee 110 mm pcs 2.00 5,200.00 0.01% 40.00% 2,080.00 17.00% 884.00 23.00% 1,196.00


- Reducer 160 x 110 mm pcs 2.00 6,760.00 0.02% 100.00% 6,760.00 100.00% 7,909.20 -


- Elbow 45º X 160 mm pcs 4.00 16,800.00 0.04% 62.00% 10,416.00 47.00% 7,896.00 15.00% 2,520.00

- Elbow 11.25º X 160 mm pcs 9.00 37,800.00 0.09% 62.00% 23,436.00 47.00% 17,766.00 15.00% 5,670.00

- Tee 160 mm pcs 1.00 4,515.00 0.01% 100.00% 4,515.00 100.00% 9,797.55 -

d..2 Gate Valve

- 160 mm Ǿ pcs 4.00 48,000.00 0.12% 62.00% 29,760.00 47.00% 22,560.00 15.00% 7,200.00

- 110 mm Ǿ pcs 6.00 42,000.00 0.10% 62.00% 26,040.00 47.00% 19,740.00 15.00% 6,300.00

- 90 mm Ǿ pcs 20.00 106,000.00 0.26% 100.00% 106,000.00 100.00% 106,000.00 -

- 63 mm Ǿ pcs 13.00 58,500.00 0.15% 92.00% 53,820.00 67.00% 39,195.00 25.00% 14,625.00


- 90 mm Ǿ pcs 1.00 20,000.00 0.05% 17.00% 3,400.00 17.00% 3,400.00 0.00% -

d..4 Fire Hydrants -

- 160 mm Ǿ pcs 1.00 28,000.00 0.07% 17.00% 4,760.00 17.00% 4,760.00 0.00% -

- 110 mm Ǿ pcs 2.00 50,000.00 0.12% 17.00% 8,500.00 17.00% 8,500.00 0.00% -

- 90 mm Ǿ pcs 4.00 92,000.00 0.23% 17.00% 15,640.00 17.00% 15,640.00 0.00% -

e. Lot Connections

For Single Service



6.50M RROW ea. 2.00 1,980.00 0.00% 65.00% 1,287.00 40.00% 792.00 25.00% 495.00


8.00M RROW ea. 2.00 1,620.00 0.00% 65.00% 1,053.00 40.00% 648.00 25.00% 405.00

6.50M RROW ea. 7.00 4,095.00 0.01% 65.00% 2,661.75 40.00% 1,638.00 25.00% 1,023.75


12.00M RROW ea. 1.00 945.00 0.00% 65.00% 614.25 40.00% 378.00 25.00% 236.25

8.00M RROW ea. 2.00 1,640.00 0.00% 65.00% 1,066.00 40.00% 656.00 25.00% 410.00

6.50M RROW ea. 22.00 16,280.00 0.04% 77.00% 12,535.60 57.00% 9,279.60 20.00% 3,256.00


6.50M RROW ea. 26.00 15,210.00 0.04% 77.00% 11,711.70 57.00% 8,669.70 20.00% 3,042.00



6.50M RROW ea. 1.00 1,530.00 0.00% 40.00% 612.00 17.00% 260.10 23.00% 351.90


8.00M RROW ea. 2.00 4,050.00 0.01% 83.00% 3,361.50 50.00% 2,025.00 33.00% 1,336.50

6.50M RROW ea. 1.00 1,260.00 0.00% 83.00% 1,045.80 50.00% 630.00 33.00% 415.80


12.00M RROW ea. 1.00 940.00 0.00% 62.00% 582.80 17.00% 159.80 45.00% 423.00

8.00M RROW ea. 4.00 3,220.00 0.01% 83.00% 2,672.60 50.00% 1,610.00 33.00% 1,062.60

6.50M RROW ea. 17.00 12,580.00 0.03% 83.00% 10,441.40 65.00% 8,177.00 18.00% 2,264.40


6.50M RROW ea. 10.00 12,600.00 0.03% 60.00% 7,560.00 37.00% 4,662.00 23.00% 2,898.00

For Double Service



6.50M RROW ea. 1.00 1,360.00 0.00% 17.00% 231.20 17.00% 231.20 0.00% -


8.00M RROW ea. 6.00 7,650.00 0.02% 83.00% 6,349.50 65.00% 4,972.50 18.00% 1,377.00

6.50M RROW ea. 8.00 9,520.00 0.02% 83.00% 7,901.60 65.00% 6,188.00 18.00% 1,713.60


12.00M RROW ea. 4.00 4,420.00 0.01% 83.00% 3,668.60 50.00% 2,210.00 33.00% 1,458.60

8.00M RROW ea. 11.00 12,650.00 0.03% 90.00% 11,385.00 80.00% 10,120.00 10.00% 1,265.00

6.50M RROW ea. 54.00 54,540.00 0.14% 90.00% 49,086.00 80.00% 43,632.00 10.00% 5,454.00


6.50M RROW ea. 54.00 64,260.00 0.16% 78.00% 50,122.80 65.00% 41,769.00 13.00% 8,353.80



6.50M RROW ea. 3.00 5,610.00 0.01% 35.00% 1,963.50 17.00% 953.70 18.00% 1,009.80


8.00M RROW ea. 6.00 10,710.00 0.03% 81.00% 8,675.10 60.00% 6,426.00 21.00% 2,249.10

6.50M RROW ea. 4.00 6,800.00 0.02% 83.00% 5,644.00 50.00% 3,400.00 33.00% 2,244.00


8.00M RROW ea. 11.00 19,380.00 0.05% 67.00% 12,984.60 47.00% 9,108.60 20.00% 3,876.00

6.50M RROW ea. 50.00 78,030.00 0.20% 67.00% 52,280.10 47.00% 36,674.10 20.00% 15,606.00


6.50M RROW ea. 25.00 39,780.00 0.10% 93.00% 36,995.40 70.00% 27,846.00 23.00% 9,149.40





Sub Total ### 6.77% 75.20% 278,458.81 61.40% 209,622.47 13.80% 373,928.94



SITE COPY








(%)Accomp.

(%)Accomp.

(%)

a.1

- 300 mm Ǿ Pipes

- d = 1.00 m l.m. 1,269.00 659,880.00 1.65% 80.00% 527,894.70 46.27% 305,317.17 33.73% 222,577.52

- d = 1.25 m l.m. 280.00 154,000.00 0.38% 90.00% 138,600.00 58.00% 89,320.00 32.00% 49,280.00

- d = 1.50 m l.m. 54.00 31,320.00 0.08% 85.00% 26,622.00 55.00% 17,226.00 30.00% 9,396.00

- d = 1.75 m l.m. 36.00 21,960.00 0.05% 85.00% 18,666.00 55.00% 12,078.00 30.00% 6,588.00

- d = 2.00 m l.m. 14.00 8,960.00 0.02% 80.00% 7,168.00 60.00% 5,376.00 20.00% 1,792.00

- 375 mm Ǿ Pipes

- d = 1.25 m l.m. 312.00 218,400.00 0.55% 81.00% 176,909.44 31.84% 69,544.00 49.16% 107,365.44

- d = 1.50 m l.m. 28.00 20,440.00 0.05% 81.00% 16,556.40 56.00% 11,446.40 25.00% 5,110.00

- d = 1.75 m l.m. 58.00 44,080.00 0.11% 86.00% 37,908.80 46.00% 20,276.80 40.00% 17,632.00

- 450 mm Ǿ Pipes

- d = 1.25 m l.m. 207.00 184,230.00 0.46% 76.00% 140,014.80 36.00% 66,322.80 40.00% 73,692.00

- d = 1.50 m l.m. 127.00 118,110.00 0.30% 76.00% 89,763.60 36.00% 42,519.60 40.00% 47,244.00

- 525 mm Ǿ Pipes

- d = 1.50 m l.m. 155.00 167,400.00 0.42% 80.00% 133,920.00 36.00% 60,264.00 44.00% 73,656.00

- d = 1.75 m l.m. 39.00 44,070.00 0.11% 80.00% 35,256.00 36.00% 15,865.20 44.00% 19,390.80

- d = 2.75 m l.m. 27.00 35,910.00 0.09% 80.00% 28,728.00 48.00% 17,236.80 32.00% 11,491.20

- d = 1.50 m l.m. 73.00 101,470.00 0.25% 81.00% 82,190.70 36.00% 36,529.20 45.00% 45,661.50

- d = 1.75 m l.m. 78.00 112,710.00 0.28% 86.00% 96,930.60 46.00% 51,846.60 40.00% 45,084.00

- 750 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 336,000.00 0.84% 70.00% 235,204.80 41.07% 138,000.00 28.93% 97,204.80

- d = 4.00 m l.m. 7.00 17,500.00 0.04% 70.00% 12,250.00 50.00% 8,750.00 20.00% 3,500.00

- 900 mm Ǿ Pipes

- d = 1.75 m l.m. 36.00 108,000.00 0.27% 50.00% 54,000.00 18.00% 19,440.00 32.00% 34,560.00

- 1050 mm Ǿ Pipes

- d = 2.00 m l.m. 8.00 28,800.00 0.07% 56.00% 16,128.00 18.00% 5,184.00 38.00% 10,944.00



- TIM 300 mm Ǿ

- d = 1.25 m ea. 59.00 398,250.00 1.00% 70.00% 278,775.56 35.59% 141,737.73 34.41% 137,037.83

- d = 1.50 m ea. 9.00 64,800.00 0.16% 76.00% 49,248.00 43.70% 28,317.60 32.30% 20,930.40

- d = 2.25 m ea. 1.00 8,100.00 0.02% 86.00% 6,966.00 41.00% 3,321.00 45.00% 3,645.00

- d = 2.50 m ea. 1.00 8,550.00 0.02% 76.00% 6,498.00 31.00% 2,650.50 45.00% 3,847.50

- TIM 375 mm Ǿ

- d = 1.50 m ea. 18.00 137,700.00 0.34% 84.00% 115,668.00 60.00% 82,620.00 24.00% 33,048.00

- d = 1.75 m ea. 3.00 24,300.00 0.06% 84.00% 20,412.00 60.00% 14,580.00 24.00% 5,832.00

- d = 2.00 m ea. 2.00 17,100.00 0.04% 84.00% 14,364.00 60.00% 10,260.00 24.00% 4,104.00

- d = 2.25 m ea. 1.00 8,950.00 0.02% 79.00% 7,070.50 55.00% 4,922.50 24.00% 2,148.00

- TIM 450 mm Ǿ

- d = 1.50 m ea. 11.00 88,770.00 0.22% 71.00% 63,026.70 31.00% 27,518.70 40.00% 35,508.00

- d = 1.75 m ea. 7.00 58,100.00 0.15% 70.00% 40,670.00 45.70% 26,551.70 24.30% 14,118.30

- TIM 525 mm Ǿ

- d = 1.75 m ea. 7.00 59,850.00 0.15% 70.00% 41,895.00 45.70% 27,351.45 24.30% 14,543.55

- d = 2.00 m ea. 4.00 36,000.00 0.09% 70.70% 25,452.00 50.70% 18,252.00 20.00% 7,200.00

- TIM 600 mm Ǿ

- d = 1.75 m ea. 4.00 36,400.00 0.09% 70.00% 25,480.00 25.90% 9,427.60 44.10% 16,052.40

- d = 2.00 m ea. 4.00 39,200.00 0.10% 70.00% 27,440.00 50.90% 19,952.80 19.10% 7,487.20

- TIM 750 mm Ǿ

- d = 1.75 m ea. 1.00 10,350.00 0.03% 100.00% 10,350.00 100.00% 10,350.00 0.00% -

- d = 2.00 m ea. 6.00 78,750.00 0.20% 70.00% 55,125.00 35.90% 28,271.25 34.10% 26,853.75

- TIM 900 mm Ǿ

- d = 2.00 m ea. 2.00 37,800.00 0.09% 50.00% 18,900.00 25.90% 9,790.20 24.10% 9,109.80

- TIM 1050 mm Ǿ

- d = 2.25 m ea. 1.00 32,400.00 0.08% 50.00% 16,200.00 5.70% 1,846.80 44.30% 14,353.20


- TIB 300 mm Ǿ

- d = 1.50 m ea. 115.00 828,000.00 2.07% 80.00% 662,400.00 39.90% 330,372.00 40.10% 332,028.00

b.8 Area Drain

- AD 300 mm Ǿ

- d = 1.25 m ea. 5.00 36,000.00 0.09% 50.00% 18,000.00 15.90% 5,724.00 34.10% 12,276.00

Drainage Outfall

- 750 mm Ǿ (4.25m) ea. 1.00 16,200.00 0.04% 50.00% 8,100.00 5.70% 923.40 44.30% 7,176.60

- 900 mm Ǿ (2.00m) ea. 1.00 13,500.00 0.03% 50.00% 6,750.00 5.70% 769.50 44.30% 5,980.50

- 1050 mm Ǿ (2.25m) ea. 1.00 15,300.00 0.04% 50.00% 7,650.00 5.70% 872.10 44.30% 6,777.90

c. Collector Pipe

ø200mm PVC Pipe l.m. 2,160.64 1,188,352.00 2.97% 55.00% 653,593.60 35.90% 426,618.37 19.10% 226,975.23

ø100mm End Plug ea. 265.00 106,000.00 0.26% 51.00% 54,060.00 33.90% 35,934.00 17.10% 18,126.00

Anaerobic Trench

750mmØ ea 1.00 200,000.00 0.50% 5.70% 11,400.00 5.70% 11,400.00 0.00% -

900mmØ ea 1.00 300,000.00 0.75% 5.70% 17,100.00 5.70% 17,100.00 0.00% -

1050mmØ ea 1.00 350,000.00 0.87% 5.70% 19,950.00 5.70% 19,950.00 0.00% -






d.1 L = 4.0 m ea. 546.00 115,800.00 0.29% 65.70% 76,080.60 45.70% 52,920.60 20.00% 23,160.00


Sub Total ### 19.79% 97.40% ### 70.50% ### 26.90% ###

63.39%

Total ### ### 80.64% ### 64.10% ### 16.54% ###


- 600 mm Ǿ Pipes

SITE COPY




II DIVISION 02 - SURVEY WORKS 398,400.00 1.00% 98.00% 390,432.00 98.00% 390,432.00 0.00%


IV DIVISION 05 - ROAD RIGHT OF WAY ### 49.53% 88.20% ### 67.80% ### 20.40% 4,041,774.46




TOTAL ### 100.00% 80.64% ### 64.10% ### 16.54% 6,614,384.78






Item no.


(%)Accomp.

(%)Accomp.

(%)

Prepared by :



Checked by :


Approved by:


PO No. : 4800092801

PB No. : 5

Date : Feb. 9, 2014

SITE COPY







Sub Total 220,000.00 0.55% 100.00% 220,000.00 100.00% 220,000.00 0.00% 0.00


a. Line & Grade mos 9.00 180,000.00 0.45% 98.00% 176,400.00 98.00% 176,400.00 -

b. Lot Monumenting lots 546.00 218,400.00 0.55% 98.00% 214,032.00 98.00% 214,032.00 -

Sub Total 398,400.00 1.00% 98.00% 176,400.00 98.00% 176,400.00 0.00


a. Soil Stripping m3 7,573.83 151,578.60 0.38% 99.00% 150,062.81 99.00% 150,062.81 -

b. Cut m3 ### 549,754.40 1.37% 98.00% 538,759.31 96.00% 516,769.14 2.00% 10,995.09

c. Engineered Fill

- Borrowed Fill m3 ### 1,973,403.35 4.93% 98.70% 1,947,749.11 97.00% 1,880,653.39 1.70% 33,547.86


- Excess Cut m3 4,271.21 405,764.95 1.01% 97.10% 393,997.77 96.00% 385,070.94 1.10% 4,463.41



Sub Total ### 11.50% 97.60% ### 96.10% ### 1.50% 68,992.94



c. Base Coarse m3 4,170.30 2,415,388.91 6.04% 95.00% 2,294,619.46 75.00% 1,207,694.45 20.00% 483,077.78


2 - 3000 Psi (thk = 175 mm) m2 2,342.60 1,897,506.00 4.74% 95.00% 1,802,630.70 91.00% 1,138,503.60 4.00% 75,900.24

4 - 3000 Psi (thk = 150 mm) m2 ### 8,891,610.00 22.23% 95.00% 8,446,985.37 85.00% 5,779,502.37 10.00% 889,161.00

g. Curb & Gutter


4 - Barrier l.m. 60.00 18,000.00 0.04% 45.00% 8,100.00 18.80% 3,384.00 26.20% 4,716.00


- Concrete Sidewalk (thk = 100 mm) m2 3,920.60 1,764,270.00 4.41% 73.00% 1,287,917.10 62.20% 846,849.60 10.80% 190,541.16

- Base Coarse m3 392.06 274,442.00 0.69% 67.20% 184,425.02 47.20% 104,287.96 20.00% 54,888.40

j. Filling / Levelling of Sidewalk m3 604.68 60,468.00 0.15% 45.00% 27,210.60 18.80% 11,367.98 26.20% 15,842.62

k. Filling / Levelling of Planting Strip m3 165.90 16,590.00 0.04% 45.00% 7,465.50 18.80% 3,118.92 26.20% 4,346.58


Sub Total ### 49.53% 99.20% ### 88.20% ### 11.00% ###



h = 0.50 m l.m. 10.00 39,303.00 0.10% 70.00% 27,512.10 0.00% 0.00 70.00% 27,512.10

h = 0.75 m l.m. 92.01 600,489.81 1.50% 70.00% 420,342.87 0.00% 0.00 70.00% 420,342.87

h = 1.00 m l.m. 166.66 1,154,721.15 2.89% 70.00% 808,304.81 0.00% 0.00 70.00% 808,304.81

h = 1.25 m l.m. 23.67 657,934.72 1.64% 70.00% 460,554.30 0.00% 0.00 70.00% 460,554.30

h = 1.50 m l.m. 80.94 390,135.24 0.98% 70.00% 273,094.67 0.00% 0.00 70.00% 273,094.67

h = 1.75 m l.m. 11.72 229,982.68 0.57% 70.00% 160,987.88 0.00% 0.00 70.00% 160,987.88

h = 2.00 m l.m. 20.50 322,216.95 0.81% 70.00% 225,551.87 0.00% 0.00 70.00% 225,551.87

h = 2.25 m l.m. 5.00 88,412.50 0.22% 70.00% 61,888.75 0.00% 0.00 70.00% 61,888.75

h = 2.50 m l.m. 7.50 147,353.25 0.37% 70.00% 103,147.28 0.00% 0.00 70.00% 103,147.28

h = 2.75 m l.m. 10.00 216,128.00 0.54% 75.00% 162,096.00 0.00% 0.00 75.00% 162,096.00

h = 3.00 m l.m. 10.00 235,774.00 0.59% 75.00% 176,830.50 0.00% 0.00 75.00% 176,830.50

h = 3.25 m l.m. 7.50 191,565.00 0.48% 80.00% 153,252.00 0.00% 0.00 80.00% 153,252.00

h = 3.50 m l.m. 2.50 68,750.00 0.17% 91.39% 62,829.36 0.00% 0.00 91.39% 62,829.36

Sub Total ### 10.86% 71.30% ### 0.00% 0.00 71.30% ###



- 63 mm Ǿ Pipes (2") l.m. 1,328.00 239,040.00 0.60% 80.00% 191,232.00 62.00% 112,348.80 18.00% 43,027.20

- 90 mm Ǿ Pipes (3") l.m. 1,839.00 478,140.00 1.20% 80.00% 382,512.00 71.00% 253,414.20 9.00% 43,032.60

- 110 mm Ǿ Pipes (4") l.m. 509.00 167,970.00 0.42% 87.00% 146,133.90 77.00% 95,742.90 10.00% 16,797.00

- 160 mm Ǿ Pipes (6") l.m. 227.00 178,800.00 0.45% 75.00% 134,100.00 55.00% 80,460.00 20.00% 35,760.00



- Elbow 90º X 63 mm pcs 11.00 16,390.00 0.04% 90.00% 14,751.00 76.00% 10,653.50 14.00% 2,294.60

- Elbow 45º X 63 mm pcs 6.00 8,940.00 0.02% 100.00% 8,940.00 97.00% 7,777.80 3.00% 268.20

- Elbow 22.5º X 63 mm pcs 7.00 10,430.00 0.03% 90.00% 9,387.00 77.00% 5,945.10 13.00% 1,355.90

- Elbow 11.25º X 63 mm pcs 41.00 61,090.00 0.15% 80.00% 48,872.00 62.00% 28,712.30 18.00% 10,996.20

- Tee 63 mm pcs 11.00 13,200.00 0.03% 90.00% 11,880.00 77.00% 7,524.00 13.00% 1,716.00



- Cross Tee 63 x 63 mm pcs 1.00 3,500.00 0.01% 100.00% 3,500.00 100.00% 3,500.00 -

- Cross Tee Reducer 90 x 63 mm pcs 1.00 4,625.00 0.01% 100.00% 4,625.00 100.00% 4,625.00 -


- Elbow 90º X 90 mm pcs 2.00 3,400.00 0.01% 100.00% 3,400.00 100.00% 3,978.00 -

- Elbow 45º X 90 mm pcs 4.00 6,800.00 0.02% 100.00% 6,800.00 100.00% 7,956.00 -

- Elbow 22.5º X 90 mm pcs 16.00 27,200.00 0.07% 100.00% 27,200.00 100.00% 28,560.00 -

- Elbow 11.25º X 90 mm pcs 81.00 137,700.00 0.34% 97.00% 133,569.00 87.00% 106,029.00 10.00% 13,770.00

- Tee 90 mm pcs 8.00 14,400.00 0.04% 95.00% 13,680.00 92.00% 9,648.00 3.00% 432.00


- Tee Reducer 160 x 90 mm pcs 1.00 4,200.00 0.01% 100.00% 4,200.00 30.00% 714.00 70.00% 2,940.00

- Cross Tee 90 x 90 mm pcs 2.00 9,830.00 0.02% 100.00% 9,830.00 100.00% 9,830.00 0.00% -

- Reducer 110 x 90 mm pcs 4.00 8,940.00 0.02% 100.00% 8,940.00 100.00% 8,940.00 0.00% -






(%)Accomp.

(%)Accomp.

(%)

SITE COPY








(%)Accomp.

(%)Accomp.

(%)

- Elbow 90º X 110 mm pcs 1.00 2,400.00 0.01% 70.00% 1,680.00 40.00% 408.00 30.00% 720.00

- Elbow 45º X 110 mm pcs 2.00 4,800.00 0.01% 100.00% 4,800.00 100.00% 5,616.00 -

- Elbow 11.25º X 110 mm pcs 24.00 57,600.00 0.14% 90.00% 51,840.00 77.00% 32,832.00 13.00% 7,488.00

- Tee 110 mm pcs 2.00 5,200.00 0.01% 65.00% 3,380.00 40.00% 884.00 25.00% 1,300.00


- Reducer 160 x 110 mm pcs 2.00 6,760.00 0.02% 100.00% 6,760.00 100.00% 7,909.20 -


- Elbow 45º X 160 mm pcs 4.00 16,800.00 0.04% 80.00% 13,440.00 62.00% 7,896.00 18.00% 3,024.00

- Elbow 11.25º X 160 mm pcs 9.00 37,800.00 0.09% 80.00% 30,240.00 62.00% 17,766.00 18.00% 6,804.00

- Tee 160 mm pcs 1.00 4,515.00 0.01% 100.00% 4,515.00 100.00% 9,797.55 -

d..2 Gate Valve

- 160 mm Ǿ pcs 4.00 48,000.00 0.12% 80.00% 38,400.00 62.00% 22,560.00 18.00% 8,640.00

- 110 mm Ǿ pcs 6.00 42,000.00 0.10% 80.00% 33,600.00 62.00% 19,740.00 18.00% 7,560.00

- 90 mm Ǿ pcs 20.00 106,000.00 0.26% 100.00% 106,000.00 100.00% 106,000.00 -

- 63 mm Ǿ pcs 13.00 58,500.00 0.15% 95.00% 55,575.00 92.00% 39,195.00 3.00% 1,755.00


- 90 mm Ǿ pcs 1.00 20,000.00 0.05% 17.00% 3,400.00 17.00% 3,400.00 0.00% -

d..4 Fire Hydrants -

- 160 mm Ǿ pcs 1.00 28,000.00 0.07% 55.00% 15,400.00 17.00% 4,760.00 38.00% 10,640.00

- 110 mm Ǿ pcs 2.00 50,000.00 0.12% 55.00% 27,500.00 17.00% 8,500.00 38.00% 19,000.00

- 90 mm Ǿ pcs 4.00 92,000.00 0.23% 55.00% 50,600.00 17.00% 15,640.00 38.00% 34,960.00

e. Lot Connections

For Single Service



6.50M RROW ea. 2.00 1,980.00 0.00% 90.00% 1,782.00 65.00% 792.00 25.00% 495.00


8.00M RROW ea. 2.00 1,620.00 0.00% 90.00% 1,458.00 65.00% 648.00 25.00% 405.00

6.50M RROW ea. 7.00 4,095.00 0.01% 90.00% 3,685.50 65.00% 1,638.00 25.00% 1,023.75


12.00M RROW ea. 1.00 945.00 0.00% 90.00% 850.50 65.00% 378.00 25.00% 236.25

8.00M RROW ea. 2.00 1,640.00 0.00% 90.00% 1,476.00 65.00% 656.00 25.00% 410.00

6.50M RROW ea. 22.00 16,280.00 0.04% 97.00% 15,791.60 77.00% 9,279.60 20.00% 3,256.00


6.50M RROW ea. 26.00 15,210.00 0.04% 97.00% 14,753.70 77.00% 8,669.70 20.00% 3,042.00



6.50M RROW ea. 1.00 1,530.00 0.00% 63.00% 963.90 40.00% 260.10 23.00% 351.90


8.00M RROW ea. 2.00 4,050.00 0.01% 88.00% 3,564.00 83.00% 2,025.00 5.00% 202.50

6.50M RROW ea. 1.00 1,260.00 0.00% 88.00% 1,108.80 83.00% 630.00 5.00% 63.00


12.00M RROW ea. 1.00 940.00 0.00% 70.00% 658.00 62.00% 159.80 8.00% 75.20

8.00M RROW ea. 4.00 3,220.00 0.01% 90.00% 2,898.00 83.00% 1,610.00 7.00% 225.40

6.50M RROW ea. 17.00 12,580.00 0.03% 90.00% 11,322.00 83.00% 8,177.00 7.00% 880.60


6.50M RROW ea. 10.00 12,600.00 0.03% 90.00% 11,340.00 60.00% 4,662.00 30.00% 3,780.00

For Double Service



6.50M RROW ea. 1.00 1,360.00 0.00% 90.00% 1,224.00 17.00% 231.20 73.00% 992.80


8.00M RROW ea. 6.00 7,650.00 0.02% 90.00% 6,885.00 83.00% 4,972.50 7.00% 535.50

6.50M RROW ea. 8.00 9,520.00 0.02% 90.00% 8,568.00 83.00% 6,188.00 7.00% 666.40


12.00M RROW ea. 4.00 4,420.00 0.01% 90.00% 3,978.00 83.00% 2,210.00 7.00% 309.40

8.00M RROW ea. 11.00 12,650.00 0.03% 95.00% 12,017.50 90.00% 10,120.00 5.00% 632.50

6.50M RROW ea. 54.00 54,540.00 0.14% 95.00% 51,813.00 90.00% 43,632.00 5.00% 2,727.00


6.50M RROW ea. 54.00 64,260.00 0.16% 85.00% 54,621.00 78.00% 41,769.00 7.00% 4,498.20



6.50M RROW ea. 3.00 5,610.00 0.01% 70.00% 3,927.00 35.00% 953.70 35.00% 1,963.50


8.00M RROW ea. 6.00 10,710.00 0.03% 90.00% 9,639.00 81.00% 6,426.00 9.00% 963.90

6.50M RROW ea. 4.00 6,800.00 0.02% 90.00% 6,120.00 83.00% 3,400.00 7.00% 476.00


8.00M RROW ea. 11.00 19,380.00 0.05% 82.00% 15,891.60 67.00% 9,108.60 15.00% 2,907.00

6.50M RROW ea. 50.00 78,030.00 0.20% 82.00% 63,984.60 67.00% 36,674.10 15.00% 11,704.50


6.50M RROW ea. 25.00 39,780.00 0.10% 95.00% 37,791.00 93.00% 27,846.00 2.00% 795.60





Sub Total ### 6.77% 88.20% 323,574.11 75.20% 209,622.47 13.00% 352,251.90



SITE COPY








(%)Accomp.

(%)Accomp.

(%)

a.1

- 300 mm Ǿ Pipes

- d = 1.00 m l.m. 1,269.00 659,880.00 1.65% 95.00% 626,886.00 95.00% 626,886.00 -

- d = 1.25 m l.m. 280.00 154,000.00 0.38% 97.00% 149,380.00 95.00% 146,300.00 2.00% 3,080.00

- d = 1.50 m l.m. 54.00 31,320.00 0.08% 97.00% 30,380.40 95.00% 29,754.00 2.00% 626.40

- d = 1.75 m l.m. 36.00 21,960.00 0.05% 100.00% 21,960.00 100.00% 21,960.00 -

- d = 2.00 m l.m. 14.00 8,960.00 0.02% 100.00% 8,960.00 100.00% 8,960.00 -

- 375 mm Ǿ Pipes

- d = 1.25 m l.m. 312.00 218,400.00 0.55% 100.00% 218,400.00 100.00% 218,400.00 -

- d = 1.50 m l.m. 28.00 20,440.00 0.05% 100.00% 20,440.00 100.00% 20,440.00 -

- d = 1.75 m l.m. 58.00 44,080.00 0.11% 100.00% 44,080.00 100.00% 44,080.00 -

- 450 mm Ǿ Pipes

- d = 1.25 m l.m. 207.00 184,230.00 0.46% 100.00% 184,230.00 100.00% 184,230.00 -

- d = 1.50 m l.m. 127.00 118,110.00 0.30% 100.00% 118,110.00 100.00% 118,110.00 -

- 525 mm Ǿ Pipes

- d = 1.50 m l.m. 155.00 167,400.00 0.42% 100.00% 167,400.00 100.00% 167,400.00 -

- d = 1.75 m l.m. 39.00 44,070.00 0.11% 100.00% 44,070.00 100.00% 44,070.00 -

- d = 2.75 m l.m. 27.00 35,910.00 0.09% 100.00% 35,910.00 100.00% 35,910.00 -

- d = 1.50 m l.m. 73.00 101,470.00 0.25% 100.00% 101,470.00 100.00% 101,470.00 -

- d = 1.75 m l.m. 78.00 112,710.00 0.28% 100.00% 112,710.00 100.00% 112,710.00 -

- 750 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 336,000.00 0.84% 100.00% 336,000.00 100.00% 336,000.00 -

- d = 4.00 m l.m. 7.00 17,500.00 0.04% 100.00% 17,500.00 100.00% 17,500.00 -

- 900 mm Ǿ Pipes

- d = 1.75 m l.m. 36.00 108,000.00 0.27% 100.00% 108,000.00 100.00% 108,000.00 -

- 1050 mm Ǿ Pipes

- d = 2.00 m l.m. 8.00 28,800.00 0.07% 100.00% 28,800.00 100.00% 28,800.00 -



- TIM 300 mm Ǿ

- d = 1.25 m ea. 59.00 398,250.00 1.00% 97.00% 386,302.50 95.00% 378,337.50 2.00% 7,965.00

- d = 1.50 m ea. 9.00 64,800.00 0.16% 100.00% 64,800.00 100.00% 64,800.00 -

- d = 2.25 m ea. 1.00 8,100.00 0.02% 100.00% 8,100.00 100.00% 8,100.00 -

- d = 2.50 m ea. 1.00 8,550.00 0.02% 100.00% 8,550.00 100.00% 8,550.00 -

- TIM 375 mm Ǿ

- d = 1.50 m ea. 18.00 137,700.00 0.34% 100.00% 137,700.00 100.00% 137,700.00 -

- d = 1.75 m ea. 3.00 24,300.00 0.06% 100.00% 24,300.00 100.00% 24,300.00 -

- d = 2.00 m ea. 2.00 17,100.00 0.04% 100.00% 17,100.00 100.00% 17,100.00 -

- d = 2.25 m ea. 1.00 8,950.00 0.02% 100.00% 8,950.00 100.00% 8,950.00 -

- TIM 450 mm Ǿ

- d = 1.50 m ea. 11.00 88,770.00 0.22% 100.00% 88,770.00 100.00% 88,770.00 -

- d = 1.75 m ea. 7.00 58,100.00 0.15% 100.00% 58,100.00 100.00% 58,100.00 -

- TIM 525 mm Ǿ

- d = 1.75 m ea. 7.00 59,850.00 0.15% 100.00% 59,850.00 100.00% 59,850.00 -

- d = 2.00 m ea. 4.00 36,000.00 0.09% 100.00% 36,000.00 100.00% 36,000.00 -

- TIM 600 mm Ǿ

- d = 1.75 m ea. 4.00 36,400.00 0.09% 100.00% 36,400.00 100.00% 36,400.00 -

- d = 2.00 m ea. 4.00 39,200.00 0.10% 100.00% 39,200.00 100.00% 39,200.00 -

- TIM 750 mm Ǿ

- d = 1.75 m ea. 1.00 10,350.00 0.03% 100.00% 10,350.00 100.00% 10,350.00 -

- d = 2.00 m ea. 6.00 78,750.00 0.20% 100.00% 78,750.00 100.00% 78,750.00 -

- TIM 900 mm Ǿ

- d = 2.00 m ea. 2.00 37,800.00 0.09% 100.00% 37,800.00 100.00% 37,800.00 -

- TIM 1050 mm Ǿ

- d = 2.25 m ea. 1.00 32,400.00 0.08% 100.00% 32,400.00 100.00% 32,400.00 -


- TIB 300 mm Ǿ

- d = 1.50 m ea. 115.00 828,000.00 2.07% 97.00% 803,160.00 95.00% 786,600.00 2.00% 16,560.00

b.8 Area Drain

- AD 300 mm Ǿ

- d = 1.25 m ea. 5.00 36,000.00 0.09% 100.00% 36,000.00 100.00% 36,000.00 -

Drainage Outfall

- 750 mm Ǿ (4.25m) ea. 1.00 16,200.00 0.04% 100.00% 16,200.00 100.00% 16,200.00 -

- 900 mm Ǿ (2.00m) ea. 1.00 13,500.00 0.03% 100.00% 13,500.00 100.00% 13,500.00 -

- 1050 mm Ǿ (2.25m) ea. 1.00 15,300.00 0.04% 100.00% 15,300.00 100.00% 15,300.00 -

c. Collector Pipe

ø200mm PVC Pipe l.m. 2,160.64 1,188,352.00 2.97% 98.00% 1,164,584.96 98.00% 1,164,584.96 -

ø100mm End Plug ea. 265.00 106,000.00 0.26% 98.00% 103,880.00 98.00% 103,880.00 -

Anaerobic Trench

750mmØ ea 1.00 200,000.00 0.50% 98.00% 196,000.00 98.00% 196,000.00 -

900mmØ ea 1.00 300,000.00 0.75% 98.00% 294,000.00 98.00% 294,000.00 -

1050mmØ ea 1.00 350,000.00 0.87% 98.00% 343,000.00 98.00% 343,000.00 -






d.1 L = 4.0 m ea. 546.00 115,800.00 0.29% 96.00% 111,168.00 96.00% 111,168.00 -


Sub Total ### 19.79% 98.00% ### 97.40% ### 0.60% 47,502.33

Total ### ### 95.00% ### 80.64% ### 14.36% ###


- 600 mm Ǿ Pipes

SITE COPY




II DIVISION 02 - SURVEY WORKS 398,400.00 1.00% 98.00% 390,432.00 98.00% 390,432.00 0.00%


IV DIVISION 05 - ROAD RIGHT OF WAY ### 49.53% 99.20% ### 88.20% ### 11.00% 2,179,388.19

V DIVISION 07 - RETAINING WALL/SLOPE PROTE 4,342,766.30 10.86% 71.30% 3,096,392.38 0.00% 0.00 71.30% 3,096,392.38


VII DIVISION 09 - DRAINAGE SYSTEM 7,917,054.79 19.79% 98.00% 7,758,713.70 97.40% 7,711,211.37 0.60% 47,502.33

TOTAL ### 100.00% 95.00% ### 80.64% ### 14.36% 5,744,527.73






Item no.


(%)Accomp.

(%)Accomp.

(%)

Prepared by :



Checked by :


Approved by:


PO No. : 4800092801

PB No. : 5

Date : Feb. 9, 2014

Documents

PB5