Project : SILVERDALE RESIDENCES

Owner : PROMINENCE PROPERTY DEVELOPMENT CORPORATION

Location : Tangos, Baliuag, Bulacan
Subject : ACCOMPLISHEMNT FOR LAND DEVELOPMENT WORKS
Date : April 11,2013

Item of Work Unit Qty Amount Mark-upAmount %Weight %Accomplished

1.15
I GENERAL REQUIREMENTS
Mobilization lot 1 125,000.00
Demobilization lot 1 125,000.00
Temporary Facilities lot 1 30,000.00
Construction Survey and Stake-out lot 1 25,000.00
Materials Sampling and Testing lot 1 200,000.00
Temporary power & water supply lot 1 20,000.00
Sub-total 525,000.00 601,258.88 3.48%

II EARTHWORKS
Road Lot Grading and Compaction m³ 19,611.56 882,520.20
Block Grading and Compaction m² 20,008 1,433,035.49
Cut m³ 2,340 88,920.00
Sub-total 2,404,475.69 2,753,737.80 15.95%

III ROAD CONSTRUCTION 1,045.95

ROAD CONSTRUCTION 2,614.88
Subgrade Preparation 500mm ave. m² 10,459.50 307,319.52
Sub-base Course 150mm thk. m³ 1,628.80 1,273,876.80
Base Course 100mm thk. m³ 1,061.56 985,904.53
Sub-total 2,567,100.85 2,939,985.09 17.03%

3000 psi Concrete Pavement, 200mm thk. m³ 187.33 711,864.64

Concrete Curing m² 936.66 4,683.32
Joint Sealing lm 688.95 5,511.60
Formworks (Materials) BdFt 1,250 31,250.00
Formworks (Labor) lm 449.88 6,748.20
Rebars kg 623.54 27,722.24
Sub-total 787,780.00 902,208.98 5.22%

3000 psi Concrete Pavement, 150mm thk. m³ 1,023.69 3,890,034.54

Concrete Curing m² 6,824.62 34,123.11
Joint Sealing lm 5,707.14 57,071.40
Formworks (Materials) BdFt 3,008.4 105,294.17
Formworks (Labor) lm 4,178.34 81,108.58
Rebars kg 5,535.96 249,118.20
Sub-total 4,416,750.00 5,058,305.02 29.29%

2500 psi Concrete Curb & Gutter

S-Type Concrete Curb & Gutter
Concrete, 2500 psi m³ 212.77 829,803.00
Concrete Curing m² 462.82 2,314.10
Formworks (Materials) BdFt 3,500 52,500.00
Formworks (Labor) lm 3,085.48 21,981.18
Sub-total 906,598.28 1,038,286.22 6.01%

IV COMBINED DRAINAGE & SEWER SYSTEM

1 EARTHWORKS
Excavation m³ 1470.46 176,455.20
Backfill/ Disposal m³ 1,470.46 88,227.60
Sand Bedding m³ 144.32 108,236.25
Sub-total 372,919.05 427,087.41 2.47%

2 PIPELAYING/ COLLARING
300mmØ RCP lm 1315 670,650.00
375mmØ RCP lm 119 80,325.00
450mmØ RCP lm 62 48,980.00
525mmØ RCP lm 25 24,375.00
600mmØ RCP lm 58 66,700.00
750mmØ RCP lm 79 150,100.00
Cement bag 230.30 48,363.00
Sand m³ 11.92 8,343.30
Sub-total 1,097,836.30 1,257,302.51 7.28%

3 DRAINAGE STRUCTURES
Manhole-Inlet, 1200x1200mm unit(s) 4 34,000.00
Manhole-Inlet, 1000x1000mm unit(s) 6 42,000.00
Manhole-Inlet, 800x800mm unit(s) 10 55,000.00
Manhole-Inlet, Catch Basin, 600x500mm unit(s) 94 141,000.00
Outfall Structure lot 1 25,000.00
Drainage Right of Way (Restoration) m² 39.60 47,520.00
Sub-total 344,520.00 394,563.25 2.28%
 4 SEWER LINE SYSTEM
1 EARTHWORKS
Excavation m³ 657.60 78,912.00
Backfill/ Disposal m³ 657.60 39,456.00
Sand Bedding m³ 65.76 49,320.00
2 250mmØ NRCP lm 1,096 361,680.00
Cement bag 109.6 23,016.00
Sand m³ 3.29 2,301.60
Sewer Box, 500x500mm unit(s) 6 9,000.00
Sub-total 563,685.60 645,563.75 3.74%

V WATERLINE SYSTEM
1 EARTHWORKS
Excavation m³ 351.36 42,163.20
Backfill/ Disposal m³ 351.36 21,081.60
Sand Bedding m³ 70.75 56,599.11
Sub-total 119,843.91 137,251.83 0.79%

2 WATERMAIN PIPES AND FITTINGS

uPVC PIPE
50mmØ lm 880 112,540.02
75mmØ lm 246 58,548.00
100mmØ lm 338 101,400.00
Sub-total 272,488.02 312,068.27 1.81%

3 Pressure Test including Disinfection lm 1,464 36,600.00

Sub-total 36,600.00 41,916.33 0.24%

4 CI & Fittings
100 x 100mmØ CI TEE MJ pc 2 6,880.00
100 x 75mmØ CI TEE MJ pc 2 6,880.00
100 x 50mmØ CI TEE MJ pc 9 28,125.00
50 x 50mmØ CI TEE MJ pc 5 10,375.00
75 x 50mmØ CI TEE MJ pc 5 11,950.00
75 x 75mmØ CI TEE MJ pc 1 2,600.00
50mmØ x 90° uPVC Bend pc 1 690.00
Concrete Thrst Blocks lot 1 7,500.00
Miscellaneous lot 1 3,750.00
Sub-total 78,750.00 90,188.83 0.52%

5 CI GATE VALVE
50mmØ set 17 95,550.00
75mmØ set 3 23,250.00
100mmØ set 5 45,000.00
Sub-total 163,800.00 187,592.76 1.09%

6 Fire Hydrant, Urban Type

38mmØ Gate Valve set 7 14,000.00
38mmØ x 90°GI Elbow no. 14 1,950.00
38mmØ GI Pipe Sch. 40 lm 24 9,600.00
50 x 50mmØ CI TEE MF pc 5 11,500.00
100 x 50mmØ CI TEE MF pc 2 6,000.00
Connecting Piece pc 7 12,075.00
Sub-total 55,125.00 63,132.19 0.37%

7 BLOW OFF VALVE

50mmØ set 2 16,000.00
75mmØ set 1 10,100.00
100mmØ set 1 13,800.00
Sub-total 39,900.00 45,695.67 0.26%

8 House Service Connection

EARTHWORKS
Excavation m³ 103.10 12,372.00
Backfill/ Disposal m³ 103.10 6,186.00
Sand Bedding m³ 24.08 18,056.25
Sub-total 36,614.25 41,932.65 0.24%

House Service Connection

Installation of 20mm Ø P.E Tubing lm 69.00 1,380.00
Installation of 25mm Ø P.E Tubing lm 572.00 17,160.00
SADDLE CLAMP
50mmØ x 20mmØ pc 11.00 2,750.00
50mmØ x 25mmØ pc 111.00 27,750.00
75mmØ x 20mmØ pc 2.00 650.00
75mmØ x 25mmØ pc 26.00 8,450.00
100mmØ x 20mmØ pc 2.00 700.00
100mmØ x 25mmØ pc 21.00 7,350.00
Brass Straight Coupling Adoptor
20mmØ pc 30.00 9,000.00
25mmØ pc 316.00 110,600.00
 25mmØ x 20mmØ uPVC St. Reducer pc 158.00 3,070.75
25mmØ x 3.0m uPVC Pipe pc 15.00 375.00
20mmØ x 3.0m uPVC Pipe pc 50.00 1,000.00
20mmØ x 20mmØ uPVC Plain Tee pc 158.00 3,160.00
20mmØ x 90° uPVC Threaded Elbow pc 331.00 8,275.00
20mmØ x 0.40m GI Nipple pc 331.00 23,170.00
20mmØ GI End Cap pc 331.00 8,275.00
50mmØ GI End Cap pc 2.00 1,200.00
75mmØ GI End Cap pc 2.00 1,400.00
100mmØ GI End Cap pc 2.00 2,000.00
Labor pc 173.00 43,250.00
Miscellaneous lot 1 7,500.00
Sub-total 288,465.75 330,366.84 1.91%

VI OTHERS TO COMPLETE, PLS SPECIFY

Sub-total

TOTAL DIRECT COST 15,078,252.69

MARK UP 2,190,191.59
TOTAL AMOUNT PHP 17,268,444.29 PHP 17,268,444.29 100.00%
 PROMINENCE PROPERTY DEVELOPMENT CORPORATION
SILVERDALE RESIDENCES
Brgy. Tangos, Baliwag, Bulacan

ACCOMPLISHMENT REPORT
Land Development Works (By Contract)
Period Covered: From June July 15, 2013 to July 21, 2013

Date: June 5, 2021

Name of Contractor: Saint Lorenze Construction
Total Contract Cost: Php 17,268,444.29
Contract Duration: 240 Calendar days
Start Date: February 21, 2013
Target Date of Completion: October 2, 2013

%Accomplished
Item No. Item of Works Unit Qty Amount (Mark-up) %Weight
Previous Present To Date
1.15
1.00 GENERAL REQUIREMENTS
Target lot 1.00 143,156.88 0.83%
1.10 Mobilization
Actual lot 1.00 143,156.88 0.83% 100.00% 0.00% 100.00%
Target lot 1.00 143,156.88 0.83%
1.10 Demobilization
Actual lot 0.00% 0.00% 0.00%
Target lot 1.00 34,357.65 0.20%
1.20 Temporary Facilities
Actual lot 1.00 34,357.65 0.20% 100.00% 0.00% 100.00%
Target lot 1.00 28,631.38 0.17%
1.30 Construction Survey and Stake-out
Actual lot 0.35 9,906.46 0.06% 34.60% 0.00% 34.60%
Target lot 1.00 229,051.00 1.33%
1.40 Materials Sampling and Testing
Actual lot 0.25 64,134.28 0.37% 25.00% 3.00% 28.00%
Target lot 1.00 22,905.10 0.13%
1.50 Temporary power & water supply
Actual lot 1.00 22,905.10 0.13% 100.00% 0.00% 100.00%
Target 601,258.88 3.48%
Sub-total Actual 274,460.36 1.59%
2.00 EARTHWORKS
Target m³ 19,611.56 1,010,710.67 5.85%
2.10 Road Lot Grading and Compaction
Actual m³ 10,620.21 547,327.99 3.17% 54.15% 0.00% 54.15%
Target m² 20,008.00 1,641,191.05 9.50%
2.20 Block Grading and Compaction
Actual m² 10,524.76 863,312.10 5.00% 52.60% 0.00% 52.60%
Target m³ 2,340.00 101,836.07 0.59%
2.30 Cut
Actual m³ 1,894.07 82,429.34 0.48% 80.94% 0.00% 80.94%
Target 2,753,737.80 15.95%
Sub-total
Actual 1,493,069.43 8.65%
3.00 ROAD CONSTRUCTION 1,045.95
Target m² 10,459.50 351,959.22 2.04%
3.10 Subgrade Preparation 500mm ave. Actual m² 5,627.30 189,356.89 1.10% 53.80% 0.00% 53.80%
Target m³ 1,628.80 1,458,913.77 8.45%
3.20 Sub-base Course 150mm thk. Actual m³ 382.17 342,313.30 1.98% 23.46% 0.00% 23.46%
Target m³ 1,061.56 1,129,112.09 6.54%
3.30 Base Course 100mm thk. Actual m³ 181.75 193,318.41 1.12% 17.12% 0.00% 17.12%
Target m² 936.66 902,208.98 5.22%
3.40 3000 psi Concrete Pavement, 200mm thk. Actual m² 121.50 117,030.64 0.68% 0.00% 12.97% 12.97%
Target m² 6,824.62 5,058,305.02 29.29%
3.50 3000 psi Concrete Pavement, 150mm thk. Actual m² 721.22 534,557.19 3.10% 9.65% 0.92% 10.57%
Target lm 3,085.48 1,038,286.22 6.01%
3.60 2500 psi Concrete Curb & Gutter Actual lm - - 0.00% 0.00% 0.00% 0.00%
Target 9,938,785.30 57.55%
Sub-total
Actual 1,376,576.42 7.97%
4.00 COMBINED DRAINAGE & SEWER SYSTEM
Target m³ 1,470.46 427,087.41 2.47%
4.10 DRAINAGE LINE EARTHWORKS
Actual m³ 507.87 147,508.18 0.85% 34.54% 0.00% 34.54%
Target lm 1,315.00 768,065.27 4.45%
4.20 300mmØ RCP
Actual lm 1,061.50 620,000.97 3.59% 80.72% 0.00% 80.72%
Target lm 119.00 91,992.61 0.53%
4.30 375mmØ RCP
Actual lm 63.00 48,701.97 0.28% 52.94% 0.00% 52.94%
Target lm 62.00 56,094.59 0.32%
4.40 450mmØ RCP
Actual lm 56.50 51,118.46 0.30% 91.13% 0.00% 91.13%
Target lm 25.00 27,915.59 0.16%
4.50 525mmØ RCP
Actual lm 22.00 24,565.72 0.14% 88.00% 0.00% 88.00%
Target lm 58.00 76,388.51 0.44%
4.60 600mmØ RCP
Actual lm 49.50 65,193.64 0.38% 85.34% 0.00% 85.34%
Target lm 79.00 236,845.95 1.37%
4.70 750mmØ RCP
Actual lm 73.00 218,857.65 1.27% 92.41% 0.00% 92.41%
Target unit(s) 4.00 38,938.67 0.23%
4.80 Manhole-Inlet, 1200x1200mm
Actual unit(s) 3.00 29,204.00 0.17% 75.00% 0.00% 75.00%
Target unit(s) 6.00 48,100.71 0.28%
4.90 Manhole-Inlet, 1000x1000mm
Actual unit(s) - - 0.00% 0.00% 0.00% 0.00%
Target unit(s) 10.00 62,989.03 0.36%
4.10 Manhole-Inlet, 800x800mm
Actual unit(s) 3.00 18,896.71 0.11% 30.00% 0.00% 30.00%
Target unit(s) 94.00 161,480.96 0.94%
4.11 Manhole-Inlet, Catch Basin, 600x500mm
Actual unit(s) 23.00 39,511.30 0.23% 24.47% 0.00% 24.47%
Target lot 1.00 28,631.38 0.17%
4.12 Outfall Structure
Actual lot 0.50 14,315.69 0.08% 50.00% 0.00% 50.00%
Target m² 39.60 54,422.52 0.32%
4.13 Drainage Right of Way (Restoration)
Actual m² 39.60 54,422.52 0.32% 100.00% 0.00% 100.00%
Target m³ 657.60 192,045.52 1.11%
4.14 SEWER LINE EARTHWORKS
Actual m³ 310.54 90,688.65 0.53% 47.22% 0.00% 47.22%
Target lm 1,096.00 443,210.94 2.57%
4.15 250mmØ NRCP
Actual lm 784.00 317,041.40 1.84% 66.88% 4.65% 71.53%
Target unit(s) 6.00 10,307.30 0.06%
4.16 Sewer Box, 500x500mm
Page 4 of 19
 4.16 Sewer Box, 500x500mm
Actual unit(s) - - 0.00% 0.00% 0.00% 0.00%
Target 2,724,516.92 15.78%
Sub-total
Actual 1,740,026.85 10.08%
5.00 WATERLINE SYSTEM
Target m³ 351.36 137,251.83 0.79%
5.10 EARTHWORKS
Actual m³ - - 0.00% 0.00% 0.00% 0.00%
Target lm 880.00 128,887.02 0.75%
5.20 50mmØ uPVC PIPE
Actual lm - - 0.00% 0.00% 0.00% 0.00%
Target lm 246.00 67,052.39 0.39%
5.30 75mmØ uPVC PIPE
Actual lm - - 0.00% 0.00% 0.00% 0.00%
Target lm 338.00 116,128.86 0.67%
5.40 100mmØ uPVC PIPE
Actual lm - - 0.00% 0.00% 0.00% 0.00%
Target lm 1,464.00 41,916.33 0.24%
5.50 Pressure Test including Disinfection
Actual lm - - 0.00% 0.00% 0.00% 0.00%
Target lot 1.00 90,188.83 0.52%
5.60 CI & Fittings
Actual lot - - 0.00% 0.00% 0.00% 0.00%
Target set(s) 25.00 187,592.76 1.09%
5.70 CI GATE VALVES
Actual set(s) - - 0.00% 0.00% 0.00% 0.00%
Target set(s) 7.00 63,132.19 0.37%
5.80 Fire Hydrant, Urban Type
Actual set(s) - - 0.00% 0.00% 0.00% 0.00%
Target set(s) 4.00 45,695.67 0.26%
5.90 BLOW OFF VALVE
Actual set(s) - - 0.00% 0.00% 0.00% 0.00%
Target clamps 172.00 372,299.49 2.16%
6.00 House Service Connection
Actual clamps - - 0.00% 0.00% 0.00% 0.00%
Target 1,250,145.38 7.24%
Sub-total
Actual - 0.00%

Target 17,268,444.29 100.00%

TOTAL PROJECT COST
Actual 4,884,133.07 28.28%

Prepared by: Verified by: Checked & Noted by: Approved by:

_____________________ _____________________ _____________________ _____________________

ROBERTO NOLLORA JR. JAY RUSSEL FAJARITO MARICEL B. ESAAC JOHN PAUL T. DY
SITE ENGINEER PMO PEM Supervisor President

Page 5 of 19
Date: June 5, 2021
Name of Contractor: Saint Lorenze Construction
Total Contract Cost: Php 17,268,444.29
Contract Duration: 240 Calendar days
Start Date: February 21, 2013
Target Date of Completion: October 2, 2013 52.60%
04-Feb-13 10-Feb-13 11-Feb-13 17-Feb-13 18-Feb-13 24-Feb-13 25-Feb-13 03-Mar-13 04-Mar-13 10-Mar-13 11-Mar-13
Week 1 Week 2 Week 3 Week 4 Week 5 Week 6
Item No. Item of Works Unit Qty Amount %Weight
Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty
1.15
1.00 GENERAL REQUIREMENTS
Planned lot 1.00 143,156.88 0.83%
1.10 Mobilization Actual lot 1.00 143,156.88 0.83% 0.00% 0.00% 1.00 0.83% 0.00% 0.00%
Planned lot 1.00 143,156.88 0.83%
1.10 Demobilization
Actual lot - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lot 1.00 34,357.65 0.20%
1.20 Temporary Facilities Actual lot 1.00 34,357.65 0.20% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lot 1.00 28,631.38 0.17%
1.30 Construction Survey and Stake-out
Actual lot 0.35 9,906.46 0.06% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lot 1.00 229,051.00 1.33%
1.40 Materials Sampling and Testing Actual lot 0.28 64,134.28 0.37% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lot 1.00 22,905.10 0.13%
1.50 Temporary power & water supply Actual lot 1.00 22,905.10 0.13% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned 601,258.88 3.48%
Sub-total Actual 274,460.36 1.59%
2.00 EARTHWORKS
Planned m³ 19,611.56 1,010,710.67 5.85%
2.10 Road Lot Grading and Compaction
Actual m³ 10,620.21 547,327.99 3.17% 0.00% 0.00% 790.03 0.24% 790.03 0.24% 873.77 0.26% 903.02
Planned m² 20,008.00 1,641,191.05 9.50%
2.20 Block Grading and Compaction
Actual m² 10,524.76 863,312.10 5.00% 0.00% 0.00% 353.28 0.17% 255.15 0.12% 278.81 0.13% 540.60
Planned m³ 2,340.00 101,836.07 0.59%
2.30 Cut
Actual m³ 1,894.07 82,429.34 0.48% 0.00% 0.00% 241.68 0.06% 237.60 0.06% 229.71 0.06% 229.71
Planned 2,753,737.80 15.95%
Sub-total
Actual 1,493,069.43 8.65%
3.00 ROAD CONSTRUCTION 1,045.95
Planned m² 10,459.50 351,959.22 2.04%
3.10 Subgrade Preparation 500mm ave.
Actual m² 5,627.30 189,356.89 1.10% 0.00% 0.00% 524.70 0.10% 314.34 0.06% 445.40 0.09% 203.84
Planned m³ 1,628.80 1,458,913.77 8.45%
3.20 Sub-base Course 150mm thk.
Actual m³ 382.17 342,313.30 1.98% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned m³ 1,061.56 1,129,112.09 6.54%
3.30 Base Course 100mm thk.
Actual m³ 181.75 193,318.41 1.12% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned m² 936.66 902,208.98 5.22%
3.40 3000 psi Concrete Pavement, 200mm thk. Actual m² 121.50 117,030.64 0.68% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned m² 6,824.62 5,058,305.02 29.29%
3.50 3000 psi Concrete Pavement, 150mm thk.
Actual m² 721.22 534,557.19 3.10% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 3,085.48 1,038,286.22 6.01%
3.60 2500 psi Concrete Curb & Gutter
Actual lm - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned 9,938,785.30 57.55%
Sub-total
Actual 1,376,576.42 7.97%
4.00 COMBINED DRAINAGE & SEWER SYSTEM
Planned m³ 1,470.46 427,087.41 2.47%
4.10 DRAINAGE LINE EARTHWORKS
Actual m³ 507.87 147,508.18 0.85% 0.00% 0.00% 0.00% 45.79 0.08% 33.86 0.06% 29.83
Planned lm 1,315.00 768,065.27 4.45%
4.20 300mmØ RCP Actual lm 1,061.50 620,000.97 3.59% 0.00% 0.00% 0.00% 51.00 0.17% 78.00 0.26% 97.00
Planned lm 119.00 91,992.61 0.53%
4.30 375mmØ RCP
Actual lm 63.00 48,701.97 0.28% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 62.00 56,094.59 0.32%
4.40 450mmØ RCP
Actual lm 56.50 51,118.46 0.30% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 25.00 27,915.59 0.16%
4.50 525mmØ RCP
Actual lm 22.00 24,565.72 0.14% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 58.00 76,388.51 0.44%
4.60 600mmØ RCP
Actual lm 49.50 65,193.64 0.38% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 79.00 236,845.95 1.37%
4.70 750mmØ RCP Actual lm 73.00 218,857.65 1.27% 0.00% 0.00% 0.00% 0.00% 0.00%
Page 6 of 19
 Planned unit(s) 4.00 38,938.67 0.23%
4.80 Manhole-Inlet, 1200x1200mm
Actual unit(s) 3.00 29,204.00 0.17% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned unit(s) 6.00 48,100.71 0.28%
4.90 Manhole-Inlet, 1000x1000mm
Actual unit(s) - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned unit(s) 10.00 62,989.03 0.36%
4.10 Manhole-Inlet, 800x800mm
Actual unit(s) 3.00 18,896.71 0.11% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned unit(s) 94.00 161,480.96 0.94%
4.11 Manhole-Inlet, Catch Basin, 600x500mm
Actual unit(s) 23.00 39,511.30 0.23% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lot 1.00 28,631.38 0.17%
4.12 Outfall Structure Actual lot 0.50 14,315.69 0.08% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned m² 39.60 54,422.52 0.32%
4.13 Drainage Right of Way (Restoration)
Actual m² 39.60 54,422.52 0.32% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned m³ 657.60 192,045.52 1.11%
4.14 SEWER LINE EARTHWORKS
Actual m³ 310.54 90,688.65 0.53% 0.00% 0.00% 0.00% 0.00% 21.11 0.04% 22.59
Planned lm 1,096.00 443,210.94 2.57%
4.15 250mmØ NRCP
Actual lm 784.00 317,041.40 1.84% 0.00% 0.00% 0.00% 0.00% 96.00 0.22% 66.00
Planned unit(s) 6.00 10,307.30 0.06%
4.16 Sewer Box, 500x500mm
Actual unit(s) - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned 2,724,516.92 15.78%
Sub-total
Actual 1,740,026.85 10.08%
5.00 WATERLINE SYSTEM
Planned m³ 351.36 137,251.83 0.79%
5.10 EARTHWORKS
Actual m³ - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 880.00 128,887.02 0.75%
5.20 50mmØ uPVC PIPE
Actual lm - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 246.00 67,052.39 0.39%
5.30 75mmØ uPVC PIPE
Actual lm - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 338.00 116,128.86 0.67%
5.40 100mmØ uPVC PIPE
Actual lm - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lm 1,464.00 41,916.33 0.24%
5.50 Pressure Test including Disinfection Actual lm - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned lot 1.00 90,188.83 0.52%
5.60 CI & Fittings
Actual lot - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned set(s) 25.00 187,592.76 1.09%
5.70 CI GATE VALVES
Actual set(s) - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned set(s) 7.00 63,132.19 0.37%
5.80 Fire Hydrant, Urban Type
Actual set(s) - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned set(s) 4.00 45,695.67 0.26%
5.90 BLOW OFF VALVE
Actual set(s) - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned clamps 172.00 372,299.49 2.16%
6.00 House Service Connection Actual clamps - - 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Planned 1,250,145.38 7.24%
Sub-total Actual - 0.00%

Planned 17,268,444.29 100.00%

TOTAL PROJECT COST
Actual 4,884,133.07 28.28% 0.00% 0.00% 1.40% 0.73% 1.12%

WEEKLY 0.101% 0.991% 2.627% 2.976% 3.237% 3.237%

PLANNED
COMMULATIVE 0.101% 1.092% 3.719% 6.695% 9.932% 13.169%
WEEKLY 0.000% 0.000% 1.396% 0.728% 1.119% 1.195%
ACCOMPLISHMENT ACTUAL
COMMULATIVE 0.000% 0.000% 1.396% 2.123% 3.243% 4.437%
(+) ADVANCE
VARIANCE -0.101% -1.092% -2.323% -4.572% -6.689% -8.732%
(-) DELAYED

Prepared by: Verified by: Checked & Noted by: Approved by:

_____________________ _____________________ _____________________ _____________________

ROBERTO NOLLORA JR. JAY RUSSEL FAJARITO MARICEL B. ESAAC JOHN PAUL T. DY
Site Engineer PMO PEM Supervisor President

Page 7 of 19
 17-Mar-13 18-Mar-13 24-Mar-13 25-Mar-13 31-Mar-13 01-Apr-13 07-Apr-13 08-Apr-13 14-Apr-13 15-Apr-13 21-Apr-13 22-Apr-13 28-Apr-13 29-Apr-13 05-May-13 06-May-13 12-May-13 13-May-13 19-May-13 20-May-13 26-May-13 27-May-13
Week 6 Week 7 Week 8 Week 9 Week 10 Week 11 Week 12 Week 13 Week 14 Week 15 Week 16 Week 17
% Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.20 0.04% 0.40 0.08% 0.00% 0.00% 0.00% 0.00% 0.00% 0.40 0.08%

0.00% 0.00% 0.00% 0.00% 0.07 0.01% 0.00% 0.00% 0.00% 0.00% 0.00% 0.09 0.01%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.20 0.27% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.70 0.09% 0.30

0.27% 617.24 0.18% 617.24 0.18% 505.38 0.15% 775.94 0.23% 918.62 0.27% 395.85 0.12% 425.10 0.13% 337.03 0.10% 511.88 0.15% 511.88 0.15% 950.63

0.26% 352.74 0.17% 353.28 0.17% 728.77 0.35% 571.29 0.27% 346.06 0.16% 679.95 0.32% 741.64 0.35% 743.84 0.35% 1,197.07 0.57% 1,258.20 0.60% 540.60

0.06% 123.24 0.03% 123.24 0.03% 86.19 0.02% 60.84 0.02% 97.24 0.02% 51.87 0.01% 85.80 0.02% 118.76 0.03% 58.24 0.01% 149.96 0.04%

0.04% 274.56 0.05% 271.44 0.05% 374.40 0.07% 117.00 0.02% 117.00 0.02% 247.00 0.05% 314.34 0.06% 327.60 0.06% 572.00 0.11% 507.00 0.10% 967.10

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.05% 36.87 0.06% 39.75 0.07% 8.61 0.01% 0.00% 49.77 0.08% 81.06 0.14% 23.91 0.04% 28.59 0.05% 37.23 0.06% 43.65 0.07% 48.96

0.33% 59.00 0.20% 43.00 0.15% 19.00 0.06% 25.00 0.08% 23.00 0.08% 30.00 0.10% 12.00 0.04% 256.00 0.87% 41.00 0.14% 221.50 0.75% 40.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 12.00 0.05% 22.00 0.10% 0.00% 29.00 0.13% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 6.00 0.03% 35.00 0.18% 15.50 0.08% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 20.00 0.13% 2.00 0.01% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 24.00 0.18% 19.00 0.14% 6.50 0.05% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 41.00 0.71% 32.00 0.56% 0.00% 0.00% 0.00%
Page 8 of 19
 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 1.00 0.06% 2.00 0.11% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 3.00 0.11%

0.00% 0.00% 3.00 0.03% 3.00 0.03% 3.00 0.03% 3.00 0.03% 4.00 0.04% 3.00 0.03% 2.00 0.02% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.50 0.08% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 39.60 0.32% 0.00% 0.00%

0.04% 28.54 0.05% 28.92 0.05% 8.17 0.01% 33.99 0.06% 0.00% 0.00% 22.23 0.04% 26.91 0.05% 35.55 0.06% 40.29 0.07% 42.24

0.15% 62.00 0.15% 67.00 0.16% 67.00 0.16% 25.00 0.06% 25.00 0.06% 35.00 0.08% 57.00 0.13% 57.00 0.13% 29.00 0.07% 69.00 0.16% 57.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

1.19% 0.89% 0.88% 0.91% 0.86% 0.74% 1.63% 1.84% 2.72% 1.55% 2.24%

3.237% 3.397% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517%
13.169% 16.566% 20.083% 23.600% 27.117% 30.634% 34.151% 37.668% 41.185% 44.702% 48.219% 51.736%
1.195% 0.891% 0.884% 0.911% 0.862% 0.736% 1.627% 1.842% 2.721% 1.550% 2.235% 1.191%
4.437% 5.329% 6.213% 7.124% 7.985% 8.721% 10.349% 12.190% 14.912% 16.462% 18.697% 19.889%

-8.732% -11.237% -13.870% -16.476% -19.132% -21.913% -23.802% -25.478% -26.273% -28.240% -29.522% -31.847%

Page 9 of 19
 02-Jun-13 03-Jun-13 09-Jun-13 10-Jun-13 16-Jun-13 17-Jun-13 23-Jun-13 24-Jun-13 30-Jun-13 01-Jul-13 07-Jul-13 08-Jul-13 14-Jul-13 15-Jul-13 21-Jul-13 22-Jul-13 28-Jul-13 29-Jul-13 04-Aug-13 05-Aug-13 11-Aug-13 12-Aug-13
Week 17 Week 18 Week 19 Week 20 Week 21 Week 22 Week 23 Week 24 Week 25 Week 26 Week 27 Week 28
% Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.10 0.02% 0.10 0.02% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.05 0.07% 0.00% 0.00% 0.03 0.04% 0.00% 0.00% 0.00%

0.04% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.28% 406.01 0.12% 0.00% 128.62 0.04% 111.49 0.03% 5.14 0.00% 45.34 0.01% 0.00% 0.00% 0.00% 0.00%

0.26% 1,095.25 0.52% 448.55 0.21% 0.00% 10.30 0.00% 29.40 0.01% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.19% 0.00% 0.00% 0.00% 43.13 0.01% 0.00% 6.44 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 233.87 1.21% 0.00% 0.00% 107.79 0.56% 0.00% 40.51 0.21% 0.00% 0.00% 0.00% 0.00%

0.00% 101.89 0.63% 0.00% 0.00% 5.37 0.03% 0.00% 74.49 0.46% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 121.50 0.68% 0.00% 0.00% 0.00%

0.00% 0.00% 164.40 0.71% 0.00% 494.18 2.12% 0.00% 0.00% 62.64 0.27% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.08% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.14% 28.00 0.09% 0.00% 0.00% 0.00% 0.00% 38.00 0.13% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Page 10 of 19
 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 2.00 0.02% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.07% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.13% 0.00% 0.00% 0.00% 0.00% 0.00% 21.00 0.05% 51.00 0.12% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

1.19% 2.59% 0.94% 0.04% 2.83% 0.04% 0.86% 1.11% 0.00% 0.00% 0.00%

3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.517% 3.429% 2.901%
51.736% 55.253% 58.770% 62.287% 65.804% 69.321% 72.838% 76.355% 79.872% 83.389% 86.818% 89.719%
1.191% 2.593% 0.935% 0.038% 2.826% 0.035% 0.861% 1.106% 0.000% 0.000% 0.000% 0.000%
19.889% 22.481% 23.416% 23.455% 26.281% 26.316% 27.178% 28.284% 28.284% 28.284% 28.284% 28.284%

-31.847% -32.772% -35.354% -38.832% -39.523% -43.005% -45.660% -48.071% -51.588% -55.105% -58.534% -61.435%

Page 11 of 19
 18-Aug-13 19-Aug-13 25-Aug-13 26-Aug-13 01-Sep-13 02-Sep-13 08-Sep-13 09-Sep-13 15-Sep-13 16-Sep-13 22-Sep-13 23-Sep-13 29-Sep-13 30-Sep-13 06-Oct-13
Week 28 Week 29 Week 30 Week 31 Week 32 Week 33 Week 34 Week 35
% Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight Qty % Weight

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

Page 12 of 19
 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

2.901% 2.901% 2.465% 2.291% 2.291% 0.181% 0.101% 0.051%

89.719% 92.620% 95.085% 97.376% 99.667% 99.848% 99.949% 100.000%
0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000%
28.284% 28.284% 28.284% 28.284% 28.284% 28.284% 28.284% 28.284%

-61.435% -64.336% -66.801% -69.092% -71.383% -71.564% -71.665% -71.716%

Page 13 of 19
Developer PROMINENCE PROPERTY DEVELOPMENT CORPORATION 13.00 24.00 0.20 4.80
Subject ROAD AREAS & LENGTHS 14.00 24.00 0.20 4.80
Location Baliuag Project 21st week 24-Jun-13 - 30-Jun-13 15.67 121.50
Date 6/5/2021 6:30
Description Lengths (lm) Road Areas
ROW Carriage Road Curb Length Concrete Pavement
L-type Subgrade % Accomplished Sub-Base Volume % Accomplished Base Course Volume % Accomplished Specify 150mm thk Volume % Accomplished 200mm thk Volume % Accomplished
Preparation Thickness (sqm) (sqm)
Road # (m) Way (m) Length (lm) % Qty (sqm) 150mmthk (cum) % Qty (cum) 100 mm thk (cum) % Qty (cum) (mm) (cum) % Qty (sqm) (cum) % Qty (sqm)
Access 12.00 8.00 53.00 106.00 636.00 57.00% 362.52 424.00 79.50 50.00% 39.75 424.00 53.00 50% 26.50 200.00 - 392.20 78.44
1 10.00 6.00 99.00 198.00 990.00 57.00% 564.30 594.00 111.38 64.65% 72.00 594.00 74.25 65% 48.00 200.00 - 534.60 106.92 23% 121.50
2 6.50 5.50 38.00 76.00 247.00 88.00% 217.36 209.00 39.19 82.96% 32.51 209.00 26.13 - - 150.00 190.00 28.50 - -
3 6.50 5.50 36.00 72.00 234.00 88.00% 205.92 198.00 37.13 81.34% 30.20 198.00 24.75 - - 150.00 180.00 27.00 - -
4 6.50 5.50 98.00 196.00 637.00 32.00% 203.84 539.00 101.06 0.00% - 539.00 67.38 - - 150.00 490.00 73.50 - -
5 6.50 5.50 120.00 240.00 780.00 42.00% 327.60 660.00 123.75 0.00% - 660.00 82.50 - - 150.00 600.00 90.00 - -
6 6.50 5.50 120.00 240.00 780.00 48.00% 374.40 660.00 123.75 0.00% - 660.00 82.50 - - 150.00 600.00 90.00 - -
7 6.50 5.50 49.00 98.00 318.50 43.00% 136.96 269.50 50.53 0.00% - 269.50 33.69 - - 150.00 245.00 36.75 - -
8 6.50 5.50 186.00 372.00 1,209.00 57.00% 689.13 1,023.00 191.81 0.00% - 1,023.00 127.88 - - 150.00 930.00 139.50 - -
9 6.50 5.50 87.00 174.00 565.50 48.00% 271.44 478.50 89.72 0.00% - 478.50 59.81 - - 150.00 435.00 65.25 - -
10 6.50 5.50 88.00 176.00 572.00 50.00% 286.00 484.00 90.75 0.00% - 484.00 60.50 - - 150.00 440.00 66.00 - -
11 6.50 5.50 88.00 176.00 572.00 50.00% 286.00 484.00 90.75 0.00% - 484.00 60.50 - - 150.00 440.00 66.00 - -
12 6.50 5.50 88.00 176.00 572.00 50.00% 286.00 484.00 90.75 0.00% - 484.00 60.50 - - 150.00 440.00 66.00 - -
13 6.50 5.50 78.00 156.00 507.00 90.00% 456.30 429.00 80.44 93.59% 75.28 429.00 53.63 100.00% 53.63 150.00 390.00 58.50 92.59% 361.10
14 6.50 5.50 78.00 156.00 507.00 90.00% 456.30 429.00 80.44 93.33% 75.07 429.00 53.63 100.00% 53.63 150.00 390.00 58.50 92.34% 360.12
15 6.50 5.50 158.00 316.00 1,027.00 49.00% 503.23 869.00 162.94 42.42% 69.11 869.00 108.63 150.00 790.00 118.50
ROW 6.50 5.50 47.00 94.00 305.50 258.50 48.47 258.50 32.31 150.00 235.00 35.25

Total 1,511.00 3,022.00 10,459.50 53.80% 5,627.30 8,492.50 1,592.34 24.74% 393.93 8,492.50 1,061.56 181.75 6,795.00 1,019.25 721.22 926.80 185.36 23% 121.50
- 11.75 -
Qty Volume = Area x thickness
Actual Actual Actual 5.47 Actual
ROAD LOT LxW % ROAD LOT L x W x TH x 1.25 % ROAD LOT LxWxTHx1.25 % ROAD LOT L x W x TH %
Access Access 23.63 29.72% Access Access
RL 01 0.00% RL 01 72.00 64.65% RL 01 RL 01
RL 02 176.41 71.42% RL 02 0.00% RL 02 RL 02 0.00%
RL 03 162.50 69.44% RL 03 25.78 69.44% RL 03 RL 03 0.00%
RL 04 203.84 32.00% RL 04 0.00% RL 04 RL 04 0.00%
RL 05 327.60 42.00% RL 05 0.00% RL 05 RL 05 0.00%
RL 06 374.40 48.00% RL 06 0.00% RL 06 RL 06 0.00%
RL 07 127.40 40.00% RL 07 0.00% RL 07 RL 07 0.00%
Developer PROMINENCE PROPERTY DEVELOPMENT CORPORATION
Subject ROAD AREAS & LENGTHS
Location Baliuag Project
Date 6/5/2021 6:30
Description Lengths (lm) Road Areas Criteria/Legend
ROW Carriage Road Curb Length Grading & Compaction Road Cut
L-type Road Lot Grading & % Accomplished Qty % Accomplished 100% Pass The FDT
Road # (m) Way (m) Length (lm) Compaction (cum) % Qty (cum) Estimated % Qty (cum) Actual
Access 12.00 8.00 53.00 106.00 1,192.50 53% 632.03 241.68 60% - 90% Compacted
1 10.00 6.00 99.00 198.00 1,856.25 53% 983.81 237.60
2 6.50 5.50 38.00 76.00 463.13 100% 463.13 51.87 30% - 55% Leveled & Garded
3 6.50 5.50 36.00 72.00 438.75 100% 438.75 32.76
4 6.50 5.50 98.00 196.00 1,194.38 32% 382.20 25.48 0% - 25% Prepared
5 6.50 5.50 120.00 240.00 1,462.50 42% 614.25 -
6 6.50 5.50 120.00 240.00 1,462.50 48% 702.00 140.40
7 6.50 5.50 49.00 98.00 597.19 40% 238.88 9.56
8 6.50 5.50 186.00 372.00 2,266.88 57% 1,292.12 459.42
9 6.50 5.50 87.00 174.00 1,060.31 48% 508.95 118.76
10 6.50 5.50 88.00 176.00 1,072.50 48% 514.80 85.80
11 6.50 5.50 88.00 176.00 1,072.50 48% 514.80 -
12 6.50 5.50 88.00 176.00 1,072.50 52% 557.70 97.24
13 6.50 5.50 78.00 156.00 950.63 100% 950.63 60.84
14 6.50 5.50 78.00 156.00 950.63 100% 950.63 86.19
15 6.50 5.50 158.00 316.00 1,925.63 49% 943.56 246.48
ROW 6.50 5.50 47.00 94.00 572.81 - -
-
Total 1,511.00 3,022.00 19,611.56 10,688.21 1,894.07
68.01
Note: Qty = Road Area x 1.5m (ave. H) x 1.25 (compaction rate)
 21st week 24-Jun-13 - 30-Jun-13
BLOCK GRADING & COMPACTION (1)

Block No: No of Units Area (sqm) % ACCOMPLISHED QTY (sqm) Criteria/Legend

1 23 1,472.00 48.70% 716.86
2 8 510.30 50.00% 255.15 100% Pass The FDT
3 8 480.70 58.00% 278.81
4 21 1,197.60 8.00% 95.81 60% - 90% Compacted
5 36 2,040.00 53.00% 1,081.20
6 36 2,066.50 53.00% 1,095.25 30% - 55% Levelled & Garded
7 19 1,077.90 53.00% 571.29
8 13 736.30 47.00% 346.06 0% - 25% Prepared
9 26 1,446.70 47.00% 679.95
10 26 1,454.20 51.00% 741.64
11 26 1,458.50 51.00% 743.84
12 15 2,216.80 54.00% 1,197.07
13 22 1,258.20 100.00% 1,258.20
14 22 1,256.50 58.00% 728.77
15 26 1,469.75 50.00% 734.88

TOTAL 327.00 20,141.95 781.70% 10,524.76

 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 Qty Accomplished % Accomplished
4.00 COMBINED DRAINAGE & QTY %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Qty %Weight Previous Present To Date Previous Present To Date
DRAINAGE LINE Target m³ 1,470.46 2.47%
4.10
EARTHWORKS Actual m³ 507.87 0.85% 100.00 0.17% 200.00 0.34% 1.00 0.00% 0.00 507.87 507.87 0.00% 34.54% 34.54%
Target lm 1,315.00 4.45%
4.20 300mmØ RCP
Actual lm 1,024.00 3.46% 100.00 0.34% 0.00 1,024.00 1,024.00 0.00% 77.87% 77.87%
Target lm 119.00 0.53%
4.30 375mmØ RCP
Actual lm 63.00 0.28% 1.00 0.00% 0.00 63.00 63.00 0.00% 52.94% 52.94%
Target lm 62.00 0.32%
4.40 450mmØ RCP
Actual lm 57.00 0.30% 1.00 0.01% 0.00 57.00 57.00 0.00% 91.94% 91.94%
Target lm 25.00 0.16%
4.50 525mmØ RCP
Actual lm 22.00 0.14% 1.00 0.01% 0.00 22.00 22.00 0.00% 88.00% 88.00%
Target lm 58.00 0.44%
4.60 600mmØ RCP
Actual lm 50.00 0.38% 1.00 0.01% 0.00 50.00 50.00 0.00% 86.21% 86.21%
Target lm 79.00 1.37%
4.70 750mmØ RCP
Actual lm 73.00 1.27% 1.00 0.02% 0.00 73.00 73.00 0.00% 92.41% 92.41%
Manhole-Inlet, Target unit(s) 4.00 0.23%
4.80
1200x1200mm Actual unit(s) 4.00 0.23% 1.00 0.06% 0.00 4.00 4.00 0.00% 100.00% 100.00%
Manhole-Inlet, Target unit(s) 6.00 0.28%
4.90
1000x1000mm Actual unit(s) 6.00 0.28% 1.00 0.05% 0.00 6.00 6.00 0.00% 100.00% 100.00%
Target unit(s) 10.00 0.36%
4.10 Manhole-Inlet, 800x800mm
Actual unit(s) 10.00 0.36% 1.00 0.04% 0.00 10.00 10.00 0.00% 100.00% 100.00%
Manhole-Inlet, Catch Basin, Target unit(s) 94.00 0.94%
4.11
600x500mm Actual unit(s) 2.00 0.02% 1.00 0.01% 0.00 2.00 2.00 0.00% 2.13% 2.13%
Target lot 1.00 0.17%
4.12 Outfall Structure
Actual lot 1.00 0.17% 1.00 0.17% 0.00 1.00 1.00 0.00% 100.00% 100.00%
Drainage Right of Way Target m² 39.60 0.32%
4.13
(Restoration) Actual m² 39.60 0.32% 1.00 0.01% 0.00 39.60 39.60 0.00% 100.00% 100.00%
Target m³ 657.60 1.11%
4.14 SEWER LINE EARTHWORKS
Actual m³ 200.00 0.34% 1.00 0.00% 0.00 200.00 200.00 0.00% 30.41% 30.41%
Target lm 1,096.00 2.57%
4.15 250mmØ NRCP
Actual lm 712.00 1.67% 1.00 0.00% 0.00 712.00 712.00 0.00% 64.96% 64.96%
Target unit(s) 6.00 0.06%
4.16 Sewer Box, 500x500mm
Actual unit(s) - 0.00% 1.00 0.01% 0.00 0.00 0.00 0.00% 0.00% 0.00%

TOTAL 10.06% 0.88%

 Construction Survey & Stake out
ROAD
acess road trace sub grade sub base
1 road trace sub grade sub base
2 road trace sub grade sub base
3 road trace sub grade sub base
4 road trace sub grade sub base
5 road trace sub grade sub base
6 road trace sub grade sub base
7 road trace sub grade sub base
8 road trace sub grade sub base
9 road trace sub grade sub base
10 road trace sub grade sub base
11 road trace sub grade sub base
12 road trace sub grade sub base
13 road trace sub grade sub base
14 road trace sub grade sub base
15 road trace sub grade sub base
SUB-TOTAL 60

Construction Survey & Stake- out TOTAL

as of June 26, 2013

nstruction Survey & Stake out
BLOCK
base 1 sub grade
base 2 sub grade
base 3 sub grade
base 4 sub grade
base 5 sub grade
base 6 sub grade
base 7 sub grade
base 8 sub grade
base 9 sub grade
base 10 sub grade
base 11 sub grade
base 12 sub grade
base 13 sub grade
base 14 sub grade
base 15 sub grade
base
60 SUB-TOTAL 15

TOTAL 75

26 0.35

15 0.56 0.6 5 4 6.72

14 0.56 0.6 5 4 6.72
13 0.56 0.6 5 4 6.72
8 0.56 0.6 5 6 10.08
6 0.56 0.6 5 4 6.72
12 0.56 0.6 5 2 3.36
11 0.56 0.6 5 1 1.68
10 0.56 0.6 5 1 1.68
9 0.56 0.6 5 1 1.68
45.36