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I. DIRECT COST 

A. LABOR COST  QTY UNIT Amount

  Staking and Layouting 11.25 sqm 2.133  m-hr/sqm 45.83 /m-hr 1,100 

Excavation - Common 3.75 cum 19.20 m-hr/cum 40.28 /m-hr 2,900 

Hand Placed Rock Riprap 18.75 cum 7.680  m-hr/cum 43.06 /m-hr 6,200 

Concrete Works 6.375 cum 10.04 m-hr/cum 42.2  /m-hr 2,700 

Backfill - w/ compaction 0.938 cum 76.80 m-hr/cum 40.28 /m-hr 2,900 

Sub-Total A 15,800.00 

B. MATERIALS COST 

QTY UNIT Amount

Boulders 18.75 cum 1200 /cum 22,500 

Cement 101 Bags 245 /bag 24,714 

Fine Aggregate 6.375 cum 1700 /cum 10,838 

Coarse Aggregate 2.02 cum 1700 /cum 3,434 

3" D x3m Long PVC pipe 4 pcs 300 /pc 1,200 

Empty Rice Sack 10 pcs 11 /pc 110 

Sub-Total B 62,795.88 

C. MANUAL HAULING COST 

Boulders 18.75 cum 770 /cum 14,438 

Cement 101 Bags 75 /bag 7,566 

Fine Aggregate 236.1 Cans 50 /can 11,806 

Coarse Aggregate 74.81 Cans 50 /can 3,741 

Sub-Total C 37,549 

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

120,145.30

II. INDIRECT COST 

9% (A+B+C) OT, Supervision, Transportation 10,453 

15% (A+B+C) Contractors Profit/Mark up 17,422 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 11,615 2% (DC+OST+CP/MU+OCM) VAT 3,193 

42,682.09 

III. TOTA L (I+II)  162,827.39

INDIRECT COST TOTAL

PROJECT COST

PROPOSED FOREBAY 1 SLOPE PROTECTION GROUTED RIPRAP (L. CARBONEL AREA)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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I. DIRECT COST 

A. LABOR COST  QTY UNIT Amount

  Staking and Layouting 24.3 sqm 0.988  m-hr/sqm 45.83 /m-hr 1,100 

Excavation - Common 8.1 cum 17.78 m-hr/cum 40.28 /m-hr 5,800 

Hand Placed Rock Riprap 33.75 cum 8.533  m-hr/cum 43.06 /m-hr 12,400 

Concrete Works 10.13 cum 12.64 m-hr/cum 42.2  /m-hr 5,400 

Backfill - w/ compaction 2.025 cum 35.56 m-hr/cum 40.28 /m-hr 2,900 

Sub-Total A 27,600.00 

B. MATERIALS COST 

QTY UNIT Amount

Boulders 33.75 cum 1200 /cum 40,500 

Cement 169 Bags 245 /bag 41,344 

Fine Aggregate 10.13 cum 1700 /cum 17,213 

Sub-Total B 99,056.25 

C. MANUAL HAULING COST 

Boulders 33.75 cum 0 /cum - 

Cement 169 Bags 100 /bag 16,875 

Fine Aggregate 375 Cans 100 /can 37,500 

Sub-Total C 54,375 

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

185,031.25

II. INDIRECT COST 

5% (A+B+C) OT, Supervision, Transportation 9,052 

15% (A+B+C) Contractors Profit/Mark up 27,155 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 18,103 

2% (DC+OST+CP/MU+OCM) VAT 4,787 

59,096.19 

III. TOTA L (I+II)  244,127.44

INDIRECT COST TOTAL

PROJECT COST

PROPOSED GROUTED RIPRAPALONG FOREBAY 1 SPILLWAY CANAL (MATEO,VIDANA,MABLAY)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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Project Name: CONCRETING OF DAM1 FOOTPATH (A. CATALINO AREA)

Project Location: BINENG 1 ACCESS TRAIL - ATOS AREA

I. D IRECT COST 

A. LABOR COST  QTY UNIT TOTAL

  Clearing/Layouting 12 sqm 1.3333  m-hr/sqm 53.13 /m-hr  850 Subgrade Preparation 12 sqm 2.0000  m-hr/sqm 50.00 /m-hr  1,200 

Form works (Install/dismanli 6  sqm 4.00  m-hr/sqm 50 /m-hr 1,200 

Concrete Works 1.935 cum 20.67 m-hr/cum 42.5 /m-hr 1,700 

Sub-Total A 4,950.00 

B. MATERIALS COST 

QTY UNIT TOTAL

Cement 15 Bags 245 /bag 3,556 

Fine Aggregates 1.606 cum 1700 /cum 2,730 

Coarse Aggregates 2 cum 1700 /cum 3,290 

1/2" Thick Plywood 2 Pcs 700 /Pcs 1,429 

2*2 Rough Lumber 6 BF 40 /BF 222 

CWN 2" 1 Kgs 60 /kg 33 Sub-Total B 11,260.07 

C. MANUAL HAULING COST 

Cement 15 Bags 35 / Bag 508 

Fine Aggregates 59 cans 35 /Can (Size.3mx.3mx.3m) 2,082 

Coarse Aggregates 72 cans 35 /Can (Size.3mx.3mx.3m) 2,508 

1/2" Thick Plywood 2 pcs 10 / pcs 20 

2*2 Rough Lumber 2 lgth 10 / lgt 17 

Sub-Total C 5,135.27 

D. FREIGHT AND HA NDLING  2 Trip 2000 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

25,345.34 

II. INDIRECT COST 

10% (A+B+C) OT, Supervision, Transportation 2,134.53 

15% (A+B+C) Contractors Profit/Mark up 3,201.80 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 2,134.53 

2% (DC+OST+CP/MU+OCM) VAT 656.32 

8,127.19 

III. TOTAL (I+II)  33,472.53 

INDIRECT COST TOTAL

PROJECT COST

CONCRETING OF FOOTPATH (20 METERS)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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Project Name: CONCRETING OF FOOTPATH FROM KESBENG TO BINENG 1 " SHORT CUT"

Project Location: BINENG 1 ACCESS TRAIL - BITO AREA

I. D IRECT COST 

A. LABOR COST  QTY UNIT TOTAL

  Clearing/Layouting 60 sqm 0.2667  m-hr/sqm 53.13 /m-hr  850 Subgrade Preparation 60 sqm 0.8000  m-hr/sqm 50.00 /m-hr  2,400 

Form works (Install/dismanli 30  sqm 3.20  m-hr/sqm 50 /m-hr 4,800 

Concrete Works 9.675 cum 8.27 m-hr/cum 42.5 /m-hr 3,400 

Sub-Total A 11,450.00 

B. MATERIALS COST 

QTY UNIT TOTAL

Cement 73 Bags 245 /bag 17,778 

Fine Aggregates 8.03 cum 1700 /cum 13,651 

Coarse Aggregates 10 cum 1700 /cum 16,448 

1/2" Thick Plywood 6 Pcs 700 /Pcs 4,346 

2*2 Rough Lumber 28 BF 40 /BF 1,111 

CWN 2" 3 Kgs 60 /kg 167 Sub-Total B 53,500.35 

C. MANUAL HAULING COST 

Cement 73 Bags 100 / Bag 7,256 

Fine Aggregates 297 cans 65 /Can (Size.3mx.3mx.3m) 19,332 

Coarse Aggregates 358 cans 65 /Can (Size.3mx.3mx.3m) 23,292 

1/2" Thick Plywood 6 pcs 60 / pcs 373 

2*2 Rough Lumber 8 lgth 50 / lgt 417 

Sub-Total C 50,669.17 

D. FREIGHT AND HA NDLING  2 Trip 2000 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

119,619.52 

II. INDIRECT COST 

7% (A+B+C) OT, Supervision, Transportation 8,093.37 

15% (A+B+C) Contractors Profit/Mark up 17,342.93 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 11,561.95 

2% (DC+OST+CP/MU+OCM) VAT 3,132.36 

40,130.60 

III. TOTAL (I+II)  159,750.12 PROJECT COST

CONCRETING OF FOOTPATH (100 METERS)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

DIRECT COST TOTAL (DC)

INDIRECT COST TOTAL

Unit Price

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  PROJECT NAME Bineng 2 Cottage Improvement

  LOCATION Bineng 2 Power Plant

I. D IRECT COST 

A. LAB OR COST  QTY UNIT Amount

  Layouting 3.1416 sqm 5.0929  m-hr/sqm 50 /m-hr  800 

Dismantling Works 3.1416 sqm 7.6394  m-hr/sqm 50 /m-hr  1,200 Carpentry Works 3.1416 sqm 7.6394  m-hr/sqm 50 /m-hr  1,200 

Tinsmithry Works 3.1416 sqm 7.6394  m-hr/kgs 50 /m-hr  1,200 

Finishing Works 3.1416 sqm 7.6394  m-hr/sqm 52.08 /m-hr  1,250 

Sub-Total A 5,650.00 

B. MATERIALS COST 

QTY UNIT Unit Price Amount

C3 Purlins 10' 10.00 Lght 230 / Lght 2300

10' Gutter - Spanish Type 3.00 pc 820 / pc 2460

10' Flashing - Spanish Type 3.00 pc 700 / pc 2100

2x2x12' Rough Lumber  51.75 BF 40 / BF 2070

1/2 Plywood 2 pc 680 / pc 1360

Paint 1 Gal 480 / Gal 480

1/8" x 3/4 Rivet - 500s 1 Box 550 / Box 550

GI Tie wire #16 1.5 kgs 53 / kgs 80

Tex screw 50 pcs 3 / pcs 150

Welding Rod 10 kgs 130 / kgs 1300

CW nail 2" 2 kgs 53 / kgs 106

CW nail 3" 2 kgs 53 / kgs 106

Brush 3" 2 pcs 50 / pcs 100

Nylon String 1 roll 45 / roll 45

Sub-Total B 13,206.50 

C. MANUAL HAULING COST 

QTY UNIT Unit Price Amount6mmx2"x2" Angle Bar 10.00 lght 150 /lght 1500

10' Gutter - Spanish Type 3.00 pc 20 /pc 60

10' Flashing - Spanish Type 3.00 pc 20 /pc 60

2x2x12' Rough Lumber 12.938 lght 40 /lght 518

1/2 Plywood 2 pc 50 /pc 100

 Asstd Items 1000 L.S 1000

Sub-Total C 3,237.50 

D. FREIGHT AND HANDLING  2 Trip 2000 4,000.00 

Sub-Total D 4,000.00 

E. EQUIPMENT COST 

Electric Drill wi Accessories 1 150 /day 3  Days 450 Electric Welding Machine w Acce 1 250 /day 3  Days 750 

Bar Cutter w Accessories 1 150 /day 3  Days 450 

 Angle Grinder w Accessories 1 150 /day 4  Days 600 

Sub-Total E 2,250.00 

28,344.00 

II. INDIRECT COST 

15% (A+B+C+E) OT, Supervision, Transportation 3,651.60 

15% (A+B+C+E) Contractors Profit/Mark up 3,651.60 

15% (A+B+C+E) Overhead,Contingency, and Miscellaneous 3,651.60 

2% (DC+OST+CP/MU+OCM) VAT 785.98 

INDIRECT COST TOTAL 11,740.78 

DIRECT COST TOTAL (DC)

MAN-HOUR P/MAN-HOUR

DETAILED ESTIMATES

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DETAILED ESTIMATES

I. DIRECT COST 

A. LAB OR COST  QTY UNIT Amount

  Staking and Layouting 6.25 sqm 1.2800  m-hr/sqm 62.5 /m-hr 500 

Form works 6.25 sqm 2.5600  m-hr/sqm 43.75 /m-hr 700 

Reinforcing Steel Works 59.19 kgs 0.4055  m-hr/kg 52.08 /m-hr 1,250 

Concreting Works 0.9375 cum 25.6000 m-hr/cum 50 /m-hr 1,200 

Sub-Total A 3,650.00 

B. MATERIALS COST QTY UNIT Amount

Cement 10 Bags 245 Bags 2,450 

Sand 0.78 Cum 1700 Cum 1,328 

Gravel 0.94 Cum 1700 Cum 1,594 

16mm RSB 230mpa 59.19 kgs 35 kgs 2,072 

2x2x10' Rough Lumber 13.896 BF 40 BF 556 

1/4 Plywood 3 pc 350 pc 1,050 

GI Tie wire #16 1 kgs 60 kgs 60 

CW nail 2" 3 kgs 60 kgs 180 

CW nail 3" 3 kgs 60 kgs 180 

Nylon String 2 roll 20 roll 40 

Sub-Total B 9,508.75 

C. MANUAL HA ULING COST 

Cement 10 Bags 100 /Bag 1,000 

Sand 28.92 Cans 100 /Can 2,892 

Gravel 34.72 Cans 100 /Can 3,472 

12mm RSB 230mpa 11.11 Lght 50 /Lght 556 2x2x10' Rough Lumber 3.474 Lght 40 /Lght 139 

 Asstd Items 1 Lot 1000 L.S. 1,000 

Sub-Total D 9,059.10 

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000.00 

E. EQUIPMENT COST 

Concrete Vibrator 1 un 500 1.00 days 500 

Concrete Mixer 1 un 1700 1.00 days 1,700 

Bar Cutter w Accessories 1 un 150 1.00 days 150 

Sub-Total E 2,350.00 

28,567.85 

II. INDIRECT COST 

15% (A+B+C+E) OT, Supervision, Transportation 3,685.18 

15% (A+B+C+E) Contractors Profit/Mark up 3,685.18 

15% (A+B+C+E) Overhead,Contingency, and Miscellaneous 3,685.18 

2% (DC+OST+CP/MU+OCM) VAT 792.47 

INDIRECT COST TOTAL 11,848.00 

III. TOTA L (I+II)  PROJECT COST 40,415.84 

DIRECT COST TOTAL (DC)

Unit Price

CONCRETE OF SLAB AT BINENG 2 TAILRACE

MAN-HOUR P/MAN-HOUR

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  PROJECT NAME CONSTRUCTION OF T& B W/ SEPTIC TANK

  LOCATION Bineng 2 Power Plant

I. D IRECT COST 

A. LAB OR COST  QTY UNIT Amount

  Clearing and Layouting 8.4375 sqm 2.8444  m-hr/sqm 45.83 /m-hr  1,100 

Excavation - Common soil 3 cum 8.0000  m-hr/cum 45.83 /m-hr  1,100 

Subgrade Preparation 3 sqm 16.00  m-hr/cum 45.83 /m-hr  2,200 

Manual Concrete breaking 1.505  cum 47.9  m-hr/cum 50 /m-hr 3,600 

Boring works - Anchorage 4 pcsBH 10.0 m-hr/Bh 40.75 /m-hr 1,630 

Form works 3 sqm 10.6667  m-hr/sqm 46.88 /m-hr  1,500 

Carpentry Works 8.4375 sqm 3.7926  m-hr/sqm 46.88 /m-hr  1,500 

Reinforcing Steel Works 78.133 kgs 0.4096  m-hr/kg 50.00 /m-hr  1,600 

Concreting Works 3.475 cum 13.8129  m-hr/cum 43.75 /m-hr  2,100 

Finishing Works 8.4375 sqm 3.7926  m-hr/sqm 50.00 /m-hr  1,600 

Sub-Total A 17,930.00 

B. MATERIALS COST 

QTY UNIT Unit Price AmountCement 37 Bags 240 /Bag 8880

Sand 2.88 Cum 1700 /Cum 4903

Gravel 3.68 Cum 1700 /Cum 6248

MAN-HOUR P/MAN-HOUR

DETAILED ESTIMATES

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4" CHB 395.00 pcs 16 /pc 6320

10mm RSB 230mpa 42.60 kgs 35 /kg 1491

12mm RSB 230mpa 35.53 kgs 35 /kg 1244

Fabricated Steel Window 1.5 sqm 3200 /sqm 4800

2x2x12' Rough Lumber  47.75 BF 38 /BF 1815

Fittings 6 pc 200 /pc 1200

PE Hose 15 lm 50 /lm 750

3" PVC Pipe 2.6667 Lgth 300 /Lgth 800

PVC Solvent Cement 4 can 75 /can 300

PVC Door  2 pc 2900 /pc 5800

Tile Glazed 12*8 100.02 pc 30 /pc 3001

Tile Unglazed 8*8 93.75 pc 25 /pc 2344

White Cement Filler Paste 6.125 kgs 120 /kgs 735

1/2 Plywood 6 pc 680 /pc 4080

Paint 2 Gal 480 /Gal 960

1/8" x 3/4 Rivet - 500s 1 Box 550 /Box 550

GI Tie wire #16 3 kgs 53 /kgs 159

Tex screw 42 pcs 3 /pcs 126

Langueta - 50s Bundle 1 Bundle 75 /Bundle 75

Welding Rod 20 kgs 130 /kgs 2600

CW nail 2" 3 kgs 53 /kgs 159

CW nail 3" 3 kgs 53 /kgs 159

Brush 3" 5 pcs 50 /pcs 250

Nylon String 2 roll 45 /roll 90

Sub-Total B 59,837.24 

C. MANUAL HAULING COST 

QTY UNIT Unit Price Amount

Cement 37 Bags 100 /Bag 3700

Sand 106.8 Cans 100 /Can 10682

Gravel 136.1 Cans 100 /Can 13611

4" CHB 395 pcs 20 /pc 7900

10mm RSB 230mpa 6 lght 50 /lght 30012mm RSB 230mpa 5 lght 50 /lght 250

Prefab Doors 2 pc 400 /pc 800

Fabricated Steel Window 2 pc 800 /pc 1200

PVC Pipes 2.6667 40 /lght 107

2x2x12' Rough Lumber 11.938 lght 40 /lght 478

1/2 Plywood 6 pc 50 /pc 300

 Asstd Items 1500 L.S 1500

Sub-Total C 39,327.69 

D. FREIGHT AND HANDLING  2 Trip 1700 3,400.00 

Sub-Total D 3,400.00 

E. EQUIPMENT COST Electric Drill wi Accessories 1 150 /day 5  Days 750 

Electric Welding Machine w Acce 1 250 /day 3  Days 750 

Bar Cutter w Accessories 1 150 /day 3  Days 450 

 Angle Grinder w Accessories 1 150 /day 3  Days 450 

Sub-Total E 2,400.00 

122,894.92 

II. INDIRECT COST 

9% (A+B+C+E) OT, Supervision, Transportation 10,754.54 

15% (A+B+C+E) Contractors Profit/Mark up 17,924.24 

20% (A+B+C+E) Overhead,Contingency, and Miscellaneous 23,898.98 

2% (DC+OST+CP/MU+OCM) VAT 3,294.36 

55,872.13 

DIRECT COST TOTAL (DC)

INDIRECT COST TOTAL

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Project Name: CONCRETING OF BINENG2 ACCESS TRAIL (RIMANDO AREA)

Project Location: BINENG 2 ACCESS TRAIL - RIMANDO AREA

I. D IRECT COST 

A. LABOR COST  QTY UNIT TOTAL

  Clearing/Layouting 30 sqm 0.5333  m-hr/sqm 53.13 /m-hr  850 Subgrade Preparation 30 sqm 0.8000  m-hr/sqm 50.00 /m-hr  1,200 

Form works (Install/dismanli 15  sqm 3.20  m-hr/sqm 50 /m-hr 2,400 

Concrete Works 4.838 cum 8.27 m-hr/cum 42.5 /m-hr 1,700 

Sub-Total A 6,150.00 

B. MATERIALS COST 

QTY UNIT TOTAL

Cement 36 Bags 245 /bag 8,889 

Fine Aggregates 4.015 cum 1700 /cum 6,826 

Coarse Aggregates 5 cum 1700 /cum 8,224 

1/2" Thick Plywood 4 Pcs 700 /Pcs 2,523 

2*2 Rough Lumber 14 BF 40 /BF 556 

CWN 2" 1 Kgs 60 /kg 83 Sub-Total B 27,100.17 

C. MANUAL HAULING COST 

Cement 36 Bags 35 / Bag 1,270 

Fine Aggregates 149 cans 35 /Can (Size.3mx.3mx.3m) 5,205 

Coarse Aggregates 179 cans 35 /Can (Size.3mx.3mx.3m) 6,271 

1/2" Thick Plywood 4 pcs 10 / pcs 36 

2*2 Rough Lumber 4 lgth 10 / lgt 42 

Sub-Total C 12,823.18 

D. FREIGHT AND HA NDLING  2 Trip 2000 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

50,073.35 

II. INDIRECT COST 

10% (A+B+C) OT, Supervision, Transportation 4,607.34 

15% (A+B+C) Contractors Profit/Mark up 6,911.00 

15% (A+B+C) Overhead,Contingency, and Miscellaneous 6,911.00 

2% (DC+OST+CP/MU+OCM) VAT 1,370.05 

19,799.39 

III. TOTAL (I+II)  69,872.75 

INDIRECT COST TOTAL

PROJECT COST

CONCRETING OF FOOTPATH (50METERS)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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I. DIRECT COST 

A. LABOR COST  QTY UNIT Amount

  Staking and Layouting 15 sqm 1.600  m-hr/sqm 45.83 /m-hr 1,100 

Excavation - Common 5 cum 14.40 m-hr/cum 40.28 /m-hr 2,900 

Hand Placed Rock Riprap 20 cum 7.200  m-hr/cum 43.06 /m-hr 6,200 

Concrete Works 10.5 cum 12.19 m-hr/cum 42.2  /m-hr 5,400 

Backfill - w/ compaction 1.25 cum 57.60 m-hr/cum 40.28 /m-hr 2,900 

Sub-Total A 18,500.00 

B. MATERIALS COST 

QTY UNIT Amount

Boulders 20 cum 1000 /cum 20,000 

Cement 143 Bags 245 /bag 34,974 

Coarse Aggregate 5 cum 1700 /cum 7,650 

Fine Aggregate 9.735 cum 1700 /cum 16,550 

Sub-Total B 79,173.25 

C. MANUAL HAULING COST 

Boulders 20 cum 0 /cum - 

Cement 143 Bags 120 /bag 17,130 Coarse Aggregate 167 Cans 100 /can 16,667 

Fine Aggregate 360.6 Cans 100 /can 36,056 

Sub-Total C 69,852 

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

171,525.47

II. INDIRECT COST 

4% (A+B+C) OT, Supervision, Transportation 6,701 

15% (A+B+C) Contractors Profit/Mark up 25,129 

14% (A+B+C) Overhead,Contingency, and Miscellaneous 23,454 

2% (DC+OST+CP/MU+OCM) VAT 4,536 

59,819.58 

III. TOTA L (I+II)  231,345.06

INDIRECT COST TOTAL

PROJECT COST

PROPOSED GROUTED RIPRAPALONG FOREBAY 2 SPILLWAY CANAL (DAMASO AND WAKAT AREA)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

Page 10 of 16

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Project Name: CONCRETING OF BINENG2B ACCESS TRAIL (CANUTO AREA)

Project Location: BINENG 2B ACCESS TRAIL - CANUTO AREA

I. D IRECT COST 

A. LABOR COST  QTY UNIT TOTAL

  Clearing/Layouting 18 sqm 0.8889  m-hr/sqm 53.13 /m-hr  850 Subgrade Preparation 18 sqm 1.3333  m-hr/sqm 50.00 /m-hr  1,200 

Form works (Install/dismanli 9  sqm 5.33  m-hr/sqm 50 /m-hr 2,400 

Concrete Works 2.903 cum 13.78 m-hr/cum 42.5 /m-hr 1,700 

Sub-Total A 6,150.00 

B. MATERIALS COST 

QTY UNIT TOTAL

Cement 22 Bags 245 /bag 5,333 

Fine Aggregates 2.409 cum 1700 /cum 4,095 

Coarse Aggregates 3 cum 1700 /cum 4,934 

1/2" Thick Plywood 3 Pcs 700 /Pcs 1,794 

2*2 Rough Lumber 8 BF 40 /BF 333 

CWN 2" 1 Kgs 60 /kg 50 Sub-Total B 16,540.10 

C. MANUAL HAULING COST 

Cement 22 Bags 75 / Bag 1,633 

Fine Aggregates 89 cans 75 /Can (Size.3mx.3mx.3m) 6,692 

Coarse Aggregates 108 cans 75 /Can (Size.3mx.3mx.3m) 8,063 

1/2" Thick Plywood 3 pcs 30 / pcs 77 

2*2 Rough Lumber 3 lgth 30 / lgt 75 

Sub-Total C 16,538.91 

D. FREIGHT AND HA NDLING  2 Trip 2000 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

43,229.01 

II. INDIRECT COST 

10% (A+B+C) OT, Supervision, Transportation 3,922.90 

15% (A+B+C) Contractors Profit/Mark up 5,884.35 

15% (A+B+C) Overhead,Contingency, and Miscellaneous 5,884.35 

2% (DC+OST+CP/MU+OCM) VAT 1,178.41 

16,870.02 

III. TOTAL (I+II)  60,099.03 

INDIRECT COST TOTAL

PROJECT COST

CONCRETING OF FOOTPATH (30METERS)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

8/18/2019 DETAILED ESTIMATE FOR BUDGET 2015.pdf

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Project Name: CONCRETING OF FOOTPATH FROM NAWAL WAITING SHED TO G. MUYAO RESIDENCE

Project Location: BINENG 3 ACCESS TRAIL - MUYAO AREA

I. D IRECT COST 

A. LABOR COST  QTY UNIT TOTAL

  Clearing/Layouting 57 sqm 0.2807  m-hr/sqm 53.13 /m-hr  850 Subgrade Preparation 57 sqm 0.8421  m-hr/sqm 50.00 /m-hr  2,400 

Form works (Install/dismanli 29  sqm 3.37  m-hr/sqm 50 /m-hr 4,800 

Concrete Works 9.191 cum 8.70 m-hr/cum 42.5 /m-hr 3,400 

Sub-Total A 11,450.00 

B. MATERIALS COST 

QTY UNIT TOTAL

Cement 69 Bags 245 /bag 16,889 

Fine Aggregates 7.629 cum 1700 /cum 12,969 

Coarse Aggregates 9 cum 1700 /cum 15,625 

1/2" Thick Plywood 6 Pcs 700 /Pcs 4,164 

2*2 Rough Lumber 26 BF 40 /BF 1,056 

CWN 2" 3 Kgs 60 /kg 158 Sub-Total B 50,860.33 

C. MANUAL HAULING COST 

Cement 69 Bags 12 / Bag 827 

Fine Aggregates 283 cans 12 /Can (Size.3mx.3mx.3m) 3,391 

Coarse Aggregates 340 cans 12 /Can (Size.3mx.3mx.3m) 4,085 

1/2" Thick Plywood 6 pcs 7 / pcs 42 

2*2 Rough Lumber 8 lgth 7 / lgt 55 

Sub-Total C 8,399.81 

D. FREIGHT AND HA NDLING  2 Trip 2000 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

74,710.15 

II. INDIRECT COST 

7% (A+B+C) OT, Supervision, Transportation 4,949.71 

15% (A+B+C) Contractors Profit/Mark up 10,606.52 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 7,071.01 

2% (DC+OST+CP/MU+OCM) VAT 1,946.75 

24,573.99 

III. TOTAL (I+II)  99,284.14 

INDIRECT COST TOTAL

PROJECT COST

CONCRETING OF FOOTPATH (95 METERS)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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  PROJECT NAME Bineng 3 Desander Guardhouse Floor Tiling(Frontage Area)

  LOCATION Bineng 3 Desander 

I. DIRECT COST 

A. LABOR COST  QTY UNIT TOTAL

  Layouting\Levelling 13.5 sqm 3.5556  m-hr/sqm 41.67 /m-hr  2,000 

Concreting Works 3.6 cum 13.3333  m-hr/cum 39.58 /m-hr  1,900 Laying/Setting of Tile 13.5 sqm 7.1111  m-hr/sqm 41.67 /m-hr  4,000 

Finishing Works/Grouting 13.5 sqm 1.1852  m-hr/sqm 37.5 /m-hr  600 

Sub-Total A 8,500.00 

B. MATERIALS COST 

QTY UNIT Unit Price TOTAL

12"x12" TILE 150 pcs 42 /pc 6300.00

Cement 41.076 Bags 245 /Bag 10063.62

Sand 3.3363 cum 1700 /cu 5671.71

White Cement Filler Paste 7.425 Kgs 130 /Kg 965.25

Cutting Disc 6 pcs 95 /pc 570.00

Sub-Total B 23,570.58

C. MANUAL HAUL ING COST 

QTY UNIT Unit Price TOTAL

12"x12" TILE 150 pcs 20 /pc 3,000.00 

Cement 41.076 Bags 50 /Bag 2,053.80 

Sand 123.57 cans 50 /can 6,178.33 

White Cement Filler Paste 7.425 Kgs 20 /Kg 148.50 

Sub-Total C 11,380.63

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000 

Sub-Total D 4,000 E. EQUIPMENT COST 

 Angle Grinder w Accessories 1 un 150 /day 2 Days 300

Sub-Total E 300.00 

47,751.21

II. IND IRECT COST 

10% (A+B+C+E) OT, Supervision, Transportation 4,375 

15% (A+B+C+E) Contractors Profit/Mark up 6,562.68 

10% (A+B+C+E) Overhead,Contingency, and Miscellaneous 4,375.12 

2% (DC+OST+CP/MU+OCM) VAT 1,261.28 

16,574.21

III. TOTAL (I+II)  64,325.42

DIRECT COST TOTAL (DC)

INDIRECT COST TOTAL

PROJECT COST

DETAILED ESTIMATES

MAN-HOUR P/MAN-HOUR

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I. DIRECT COST 

A. LABOR COST  QTY UNIT Amount

  Staking and Layouting 16.88 sqm 1.422  m-hr/sqm 45.83 /m-hr 1,100 

Excavation - Common 5.625 cum 12.80 m-hr/cum 40.28 /m-hr 2,900 

Hand Placed Rock Riprap 28.13 cum 7.680  m-hr/cum 43.06 /m-hr 9,300 

Concrete Works 8.438 cum 15.17 m-hr/cum 42.2  /m-hr 5,400 

Backfill - w/ compaction 1.406 cum 51.20 m-hr/cum 40.28 /m-hr 2,900 

Sub-Total A 21,600.00 

B. MATERIALS COST 

QTY UNIT Amount

Boulders 28.13 cum 1200 /cum 33,750 

Cement 141 Bags 245 /bag 34,453 

Fine Aggregate 8.438 cum 1700 /cum 14,344 

Sub-Total B 82,546.88 

C. MANUAL HAULING COST 

Boulders 28.13 cum 0 /cum - 

Cement 141 Bags 60 /bag 8,438 

Fine Aggregate 312.5 Cans 53 /can 16,563 

Sub-Total C 25,000 

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

133,146.88

II. INDIRECT COST 

5% (A+B+C) OT, Supervision, Transportation 6,457 

15% (A+B+C) Contractors Profit/Mark up 19,372 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 12,915 

2% (DC+OST+CP/MU+OCM) VAT 3,438 

42,181.88 

III. TOTA L (I+II)  175,328.76

INDIRECT COST TOTAL

PROJECT COST

PROPOSED GROUTED RIPRAPALONG FOREBAY 3 SPILLWAY CANAL (MUYAO AREA)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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I. DIRECT COST 

A. LABOR COST  QTY UNIT Amount

  Staking and Layouting 27.9 sqm 0.860  m-hr/sqm 45.83 /m-hr 1,100 

Excavation - Common 9.3 cum 15.48 m-hr/cum 40.28 /m-hr 5,800 

Hand Placed Rock Riprap 38.75 cum 7.432  m-hr/cum 43.06 /m-hr 12,400 

Concrete Works 11.63 cum 11.01 m-hr/cum 42.2  /m-hr 5,400 

Backfill - w/ compaction 2.325 cum 30.97 m-hr/cum 40.28 /m-hr 2,900 

Sub-Total A 27,600.00 

B. MATERIALS COST 

QTY UNIT Amount

Boulders 38.75 cum 1200 /cum 46,500 

Cement 194 Bags 245 /bag 47,469 

Fine Aggregate 11.63 cum 1700 /cum 19,763 

Sub-Total B 113,731.25

C. MANUAL HAULING COST 

Boulders 38.75 cum 0 /cum - 

Cement 194 Bags 60 /bag 11,625 

Fine Aggregate 430.6 Cans 53 /can 22,819 

Sub-Total C 34,444 

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

179,775.69

II. INDIRECT COST 

5% (A+B+C) OT, Supervision, Transportation 8,789 

15% (A+B+C) Contractors Profit/Mark up 26,366 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 17,578 

2% (DC+OST+CP/MU+OCM) VAT 4,650 

57,382.88 

III. TOTA L (I+II)  237,158.57

INDIRECT COST TOTAL

PROJECT COST

PROPOSED GROUTED RIPRAPALONG FOREBAY 3 SPILLWAY CANAL (BILAG AREA)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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I. DIRECT COST 

A. LABOR COST  QTY UNIT Amount

  Staking and Layouting 5.25 sqm 4.571  m-hr/sqm 45.83 /m-hr 1,100 

Excavation - Common 1.75 cum 41.14 m-hr/cum 40.28 /m-hr 2,900 

Hand Placed Rock Riprap 3.5 cum 20.571  m-hr/cum 43.06 /m-hr 3,100 

Concrete Works 1.4 cum 45.71 m-hr/cum 42.2  /m-hr 2,700 

Backfill - w/ compaction 0.438 cum 164.57 m-hr/cum 40.28 /m-hr 2,900 

Sub-Total A 12,700.00 

B. MATERIALS COST 

QTY UNIT Amount

Boulders 3.5 cum 1200 /cum 4,200 

Cement 21 Bags 245 /bag 5,102 

Fine Aggregate 1.4 cum 1700 /cum 2,380 

Coarse Aggregate 1.239 cum 1700 /cum 2,106 

3" D x3m Long PVC pipe 2 pcs 300 /pc 600 

Empty Rice Sack 7 pcs 11 /pc 77 

Sub-Total B 14,465.43 

C. MANUAL HAULING COST 

Boulders 3.5 cum 200 /cum 700 

Cement 21 Bags 300 /bag 6,248 

Fine Aggregate 51.85 Cans 300 /can 15,556 

Coarse Aggregate 45.89 Cans 300 /can 13,767 

Sub-Total C 36,270 

D. FREIGHT AND HANDLING  2 Trip 2000 /Trip 4,000 

Sub-Total D 4,000 

E. EQUIPMENT COST  N/A

67,435.15 

II. INDIRECT COST 

9% (A+B+C) OT, Supervision, Transportation 5,709 

15% (A+B+C) Contractors Profit/Mark up 9,515 

10% (A+B+C) Overhead,Contingency, and Miscellaneous 6,344 2% (DC+OST+CP/MU+OCM) VAT 1,780 

23,348.01 

III. TOTA L (I+II)  90,783.16 

INDIRECT COST TOTAL

PROJECT COST

PROPOSED RESTORATION OF DAMAGED SLOPE PROTECTION AT AMP S/S (GUILAO AREA)

DETAILED ESTIMATE

MAN-HOUR P/MAN-HOUR

Unit Price

DIRECT COST TOTAL (DC)

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