CONTRACTOR 1

WINNER
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

Contract ID No. : 18DI0002

Contract Name : Improvement of DPWH Laguna 2nd DEO
Location of the Contract : Bambang, Los Baños, Laguna

Detailed Estimates
ITEM LIST OF MATERIALS UNIT QTY UNIT COST TOTAL AMOUNT

PART I FACILITIES FOR THE ENGINEER

I.1.1 Offices and Laboratory for the Engineer
A.1.1(8) Provision of Field Office for the Engineer (Rental Basis)
Qty.: 6.00 Month
1 Minor Tools lot 1.00 1,166.18 1,166.18
1,166.18

1 Foreman hr 24.00 88.96 2,135.12

2 Skilled Laborer hr 24.00 64.59 3,100.26
6 Laborer hr 24.00 49.80 7,170.51
12,405.89

1 Open Space (56 sq. m.) mo 6.00 7,200.00 43,200.00

Paint Latex Gloss gal 3.00 480.00 1,440.00
Miscellaneous ls 1.00 4,800.00 4,800.00
49,440.00

Direct Cost 63,012.07

Indirect Cost 8,987.93
Total Cost 72,000.00
Unit Cost 12,000.00

PART II OTHER GENERAL REQUIREMENTS

B.5 Project Billboard / Signboard

Qty.: 1.00 Each
1 Foreman hr 1.00 90.54 90.54
1 Skilled Laborer hr 1.00 65.73 65.73
1 Laborer hr 1.00 50.68 50.68
206.95

1 Minor Tools lot 1.00 20.55 20.55

20.55

1 Tarpouline (4" x 8") sq ft 32.00 24.43 781.60

Good Lumber bd ft 42.00 54.71 2,297.90
Marine Plywood (1/2" x 4" x 8") pc 1.00 612.58 612.58
Misc. (CWN, GI Tie Wire, Caution Tape, etc.) lot 1.00 184.60 184.60
3,876.69

Direct Cost 4,104.18

Indirect Cost 976.82
Total Cost 5,081.00
Unit Cost 5,081.00

B.7 Occupational Safety and Health Program

Qty.: 6.00 Month
1 First Aider hr 720.00 50.68 36,487.43
1 Safety Officer hr 360.00 65.73 23,663.72
1 Personal Protective Equipment (PPE) lot 1.00 11,602.10 11,602.10
1 Miscellaneous (First Aide Kit,Medicine, etc.) set 1.00 15,556.43 15,556.43
87,309.68
 1
Direct Cost 87,309.68
Indirect Cost 9,974.32
Total Cost 97,284.00
Unit Cost 16,214.00

B.9 Mobilization / Demobilization

Qty.: 1.00 Lump Sum
1 Minor Tools lot 1.00 993.61 993.61
993.61

1 Foreman hr 120.00 90.54 10,864.63

5 Skilled Laborer hr 120.00 65.73 39,439.54
10 Laborer hr 120.00 50.68 60,812.39
111,116.55

Direct Cost 112,110.16

Indirect Cost 3,096.84
Total Cost 115,207.00
Unit Cost 115,207.00
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY / PLUMBING WORKS
PART A EARTHWORKS
801(1) Removal of Structures and Obstruction
Qty.: 1.00 Lump Sum
1 Foreman hr 200.00 90.54 18,107.72
10 Laborer hr 200.00 50.68 101,353.98
119,461.70

1 Dump Truck (10.00 cu m) hr 40.00 1,387.34 55,493.60

1 Jackhammer w/ Compressor hr 40.00 1,161.96 46,478.23
1 Minor Tools hr 1.00 3,293.54 3,293.54
49,771.77

1 Acetylene tank 4.00 732.75 2,931.00

1 Oxygen tank 4.00 439.65 1,758.60
4,689.60

Direct Cost 173,923.07

Indirect Cost 42,076.93
Total Cost 216,000.00
Unit Cost 216,000.00
803(1)a Structure Excavation, Common Soil
Qty.: 199.00 Cu. M.
1 Foreman hr 80.00 90.54 7,243.09
10 Laborer hr 80.00 50.68 40,541.59
47,784.68

1 Backhoe (0.80 cu m) hr 24.00 1,501.65 36,039.58

1 Minor Tools hr 1.00 1,814.45 1,814.45
37,854.02

Direct Cost 85,638.70

Indirect Cost 20,428.30
Total Cost 106,067.00
Unit Cost 533.00
804(1)b Embankment from Structure Excavation
Qty.: 193.00 Cu. M.
1 Foreman hr 160.00 90.54 14,486.17
5 Laborer hr 160.00 50.68 40,541.59
55,027.77

1 Plate Compactor hr 160.00 120.17 19,227.36

1 Minor Tools lot 1.00 570.67 570.67
19,798.03

Direct Cost 74,825.79

Indirect Cost 17,814.21
Total Cost 92,640.00
Unit Cost 480.00
PART B PLAIN AND REINFORCED CONCRETE WORKS

900(1)c2 Structural Concrete, Class A 28 Days (Footings and Slab on Fill)

Qty.: 156.04 Cu. M.
1 Foreman hr 160.00 90.78 14,524.28
8 Skilled Laborer hr 160.00 65.91 84,359.00
16 Laborer hr 160.00 50.81 130,074.36
228,957.64

1 Concrete Mixer (One Bagger) hr 112.00 168.49 18,870.44

1 Concrete Vibrator (Diesel, 5.0 HP) hr 112.00 89.39 10,011.21
1 Minor Tools ls 1.00 2,349.90 2,349.90
31,231.54

1 Portland Cement bag 1,425.00 225.30 321,054.07

1 Sand (S1) cu m 85.00 749.37 63,696.54
1 Gravel (3/4") cu m 333.00 964.88 321,303.86
706,054.46

Direct Cost 966,243.65

Indirect Cost 226,838.19
Total Cost 1,193,081.84
Unit Cost 7,646.00

900(1)c3 Structural Concrete, Class A 28 Days (Footing Tie Beams)

Qty.: 22.08 Cu. M.
1 Foreman hr 24.00 90.78 2,178.64
8 Skilled Laborer hr 24.00 65.91 12,653.85
16 Laborer hr 24.00 50.81 19,511.15
34,343.65

1 Concrete Mixer (One Bagger) hr 16.00 168.49 2,695.78

1 Concrete Vibrator (Diesel, 5.0 HP) hr 16.00 89.39 1,430.17
1 Minor Tools ls 1.00 842.31 842.31
4,968.26

1 Portland Cement bag 203.00 225.30 45,736.12

1 Sand (S1) cu m 13.00 749.37 9,741.82
1 Gravel (3/4") cu m 29.00 964.88 27,981.42
83,459.36

Direct Cost 122,771.27

Indirect Cost 31,965.37
Total Cost 154,736.64
Unit Cost 7,008.00

900(1)c4 Structural Concrete, Class A, 28 Days (Columns)

Qty.: 45.29 Cu. M.
1 Foreman hr 120.00 90.78 10,893.21
8 Skilled Laborer hr 120.00 65.91 63,269.25
16 Laborer hr 120.00 50.81 97,555.77
171,718.23

1 Concrete Mixer (One Bagger) hr 40.00 168.49 6,739.44

1 Concrete Vibrator (Diesel, 5.0 HP) hr 40.00 89.39 3,575.43
1 Minor Tools ls 1.00 1,762.97 1,762.97
12,077.84

1 Portland Cement bag 413.00 225.30 93,049.35

1 Sand (S1) cu m 23.00 749.37 17,235.53
1 Gravel (3/4") cu m 46.00 964.88 44,384.32
1 Plywood, Ordinary 1/2" x 4" x 8' pc 179.00 489.79 87,671.52
1 Form Lumber (Good Lumber) bd ft 3,599.00 54.86 197,426.46
1 Assorted C.W. Nails kg 72.00 68.57 4,937.03
444,704.21

Direct Cost 628,500.28

Indirect Cost 147,589.16
Total Cost 776,089.44
Unit Cost 17,136.00

900(1)c6 Structural Concrete, Class A 28 Days (Beams/Girders)

 Qty.: 10.04 Cu. M.
1 Foreman hr 24.00 90.78 2,178.64
8 Skilled Laborer hr 24.00 65.91 12,653.85
16 Laborer hr 24.00 50.81 19,511.15
34,343.65

1 Concrete Mixer (One Bagger) hr 8.00 168.49 1,347.89

1 Concrete Vibrator (Diesel, 5.0 HP) hr 8.00 89.39 715.09
1 Minor Tools ls 1.00 1,631.86 1,631.86
3,694.83

1 Portland Cement bag 92.00 225.30 20,727.70

1 Sand (S1) cu m 6.00 749.37 4,496.23
1 Gravel (3/4") cu m 11.00 964.88 10,613.64
1 Plywood, Ordinary 1/2" x 4" x 8' pc 49.00 489.79 23,999.47
1 Form Lumber (Good Lumber) bd ft 879.00 54.86 48,218.35
1 Assorted C.W. Nails kg 18.00 68.57 1,234.26
109,289.65

Direct Cost 147,328.12

Indirect Cost 34,596.68
Total Cost 181,924.80
Unit Cost 18,120.00

902(1)a1 Reinforcing Steel (Deformed) - Grade 40

Qty.: 10984.00 Kg.
1 Foreman hr 160.00 90.54 14,486.17
4 Skilled Laborer hr 160.00 65.73 42,068.84
8 Laborer hr 160.00 50.68 64,866.55
121,421.56

1 Bar Cutter hr 32.00 214.70 6,870.26

1 Bar Bender hr 32.00 343.42 10,989.30
1 Minor Tools lot 1.00 1,156.21 1,156.21
19,015.77

1 Rebars Grade 40 kg 10,984.00 31.26 343,403.78

1 #16 GI Tie Wire kg 220.00 65.46 14,400.98
357,804.76

Direct Cost 498,242.09

Indirect Cost 116,861.91
Total Cost 615,104.00
Unit Cost 56.00

902(1)a2 Reinforcing Steel (Deformed) - Grade 60

Qty.: 11618.00 Kg.
1 Foreman hr 180.00 90.54 16,296.95
4 Skilled Laborer hr 180.00 65.73 47,327.44
8 Laborer hr 180.00 50.68 72,974.87
136,599.26

1 Concrete Mixer (One Bagger) hr 40.00 168.04 6,721.76

1 Concrete Vibrator (Diesel, 5.0 HP) hr 40.00 89.15 3,566.05
1 Minor Tools ls 1.00 2,932.65 2,932.65
13,220.46

1 16mm dia Rebar kg 11,618.00 32.98 383,161.64

1 #16 GI Tie Wire kg 233.00 64.99 15,142.67
398,304.31

Direct Cost 548,124.03

Indirect Cost 148,955.97
Total Cost 697,080.00
Unit Cost 60.00

PART C FINISHINGS AND OTHER CIVIL WORKS

C.1 Masonry Works

1046(2)a1 CHB Non Load Bearing (Including Reinforcing Steel) - 100mm

Qty.: 164.31 Sq. M.
 a) Equipment
1 Concrete Mixer (1-Bagger) hr 16.00 168.04 2,688.70
1 Bar Cutter hr 16.00 214.70 3,435.13
1 Minor Tools ls 1.00 950.78 950.78
7,074.61
b) Labor (Man-hours)
1 Foreman hr 32.00 90.54 2,897.23
2 Skilled Laborer hr 32.00 65.73 4,206.88
4 Laborer hr 32.00 50.68 6,486.65
13,590.77
c) Materials
1 Cement (Portland) bag 86.00 224.71 19,325.06
1 Sand (S1) cu m 8.00 747.41 5,979.24
1 4" Concrete Hollow Block pc 2,157.00 7.82 16,859.11
1 10mm dia Rebar kg 437.00 31.26 13,662.37
1 #16 G.I. Tie Wire kg 9.00 65.46 589.13
56,414.91
Direct Cost 77,080.30
Indirect Cost 18,383.81
Total Cost 95,464.11
Unit Cost 581.00

1046(2)a2 CHB Non Load Bearing (Including Reinforcing Steel) - 150mm

Qty.: 411.15 Sq. M.
a) Equipment
1 Concrete Mixer (1-Bagger) hr 24.00 168.04 4,033.06
1 Bar Cutter hr 24.00 214.70 5,152.70
1 Minor Tools ls 1.00 1,608.01 1,608.01
10,793.76
b) Labor (Man-hours)
1 Foreman hr 88.00 90.54 7,967.40
4 Skilled Laborer hr 88.00 65.73 23,137.86
8 Laborer hr 88.00 50.68 35,676.60
66,781.86
c) Materials
1 Cement (Portland) bag 421.00 224.71 94,602.91
1 Sand (S1) cu m 34.00 747.41 25,411.77
1 6" Concrete Hollow Block pc 5,398.00 11.72 63,286.15
1 10mm dia Rebar kg 1,093.00 31.26 34,171.55
1 #16 GI. Tie Wire kg 22.00 65.46 1,440.10
218,912.48
Direct Cost 296,488.10
Indirect Cost 70,668.85
Total Cost 367,156.95
Unit Cost 893.00
C.2 Plumbing Works

1001(6)b Catch Basin, CHB

Qty.: 10.00 Each
1 Foreman hr 16.00 90.54 1,448.62
1 Skilled Laborer hr 16.00 65.73 1,051.72
1 Laborer hr 16.00 50.68 810.83
3,311.17

1 Minor Tools lot 1.00 319.22 319.22

319.22

1 Portland Cement bag 15.00 224.71 3,370.65

1 Sand (S1) cu m 2.00 747.41 1,494.81
1 Gravel (3/4") cu m 1.00 962.35 962.35
1 6" Concrete Hollow Block pc 197.00 11.72 2,309.63
1 10mm dia Rebar kg 77.00 31.26 2,407.33
1 #16 GI. Tie Wire kg 2.00 65.46 130.92
10,675.68

Direct Cost 14,306.07

Indirect Cost 3,403.93
Total Cost 17,710.00
Unit Cost 1,771.00

1002(8) Plumbing Fixtures

Qty.: 1.00 Lump Sum
1 Foreman hr 72.00 90.54 6,518.78
2 Skilled Laborer hr 72.00 65.73 9,465.49
 4 Laborer hr 72.00 50.68 14,594.97
30,579.24

1 Minor Tools lot 1.00 1,536.38 1,536.38

1,536.38

1 Exposed Bath and Shower Mixer set 2.00 9,525.75 19,051.50

Water Closet Including Fittings & Acc. (American
1 set 5.00 7,327.50 36,637.50
Standard or Equivalent)
1 Lavatory Including Fittings & Accessories set 5.00 4,494.20 22,471.00
1 Kitchen Sink set 3.00 4,885.00 14,655.00
1 Single Level Pillar Trap Faucet set 8.00 405.46 3,243.64
Urinal Including Fittings and Acc. (American
1 set 3.00 2,931.00 8,793.00
Standard or Equivalent)
1 Paper Holder with Cover pc 5.00 405.46 2,027.28
1 Floor Drain pc 5.00 160.23 801.14
1 1/2 GI Pipe pc 52.00 293.10 15,241.20
1 12mm dia G.I. Elbow pc 60.00 46.90 2,813.76
1 12mm dia G.I. Tee pc 20.00 24.43 488.50
1 Teflon Tape roll 50.00 16.61 830.45
1 12mm dia G.I. Gate Valve pc 15.00 244.25 3,663.75
130,717.72

Direct Cost 162,833.34

Indirect Cost 38,766.66
Total Cost 201,600.00
Unit Cost 201,600.00

C.3 Fabricated Materials

1007(1)a Aluminum Glass Door (Sliding Type)

Qty.: 32.13 Sq. M.
1 Foreman hr 32.00 90.78 2,904.86
3 Skilled Laborer hr 32.00 65.91 6,326.93
3 Laborer hr 32.00 50.81 4,877.79
14,109.57

1 Minor Tools lot 1.00 1,376.94 1,376.94

1,376.94

1 Aluminum Glass Door (1.0 x 2.1) sq m 4.20 4,016.24 16,868.20

1 Aluminum Glass Door (0.9 x 2.1) sq m 3.78 4,016.24 15,181.38
1 Aluminum Glass Door (0.8 x 2.1) sq m 11.76 4,016.24 47,230.95
1 Aluminum Glass Door (0.7 x 2.1) sq m 7.35 3,977.00 29,230.95
1 Aluminum Glass Door (0.6 x 2.1) sq m 2.52 3,977.00 10,022.04
1 Aluminum Smoked Glass Door (0.6 x 2.1) sq m 2.52 3,977.00 10,022.04
1 Flash Lock and Rubber Bump set 20.00 685.70 13,713.98
142,269.53

Direct Cost 157,756.04

Indirect Cost 37,658.62
Total Cost 195,414.66
Unit Cost 6,082.00

1007(1)b Aluminum Glass Door (Swing Type)

Qty.: 10.08 Sq. M.
1 Foreman hr 40.00 90.78 3,631.07
2 Skilled Laborer hr 40.00 65.91 5,272.44
2 Laborer hr 40.00 50.81 4,064.82
12,968.33

1 Minor Tools lot 1.00 1,247.19 1,247.19

1,247.19

1 Aluminum Double Swing Glass Door sq m 7.98 4,016.24 32,049.57

1 Aluminum Swing Glass Door sq m 2.10 4,016.24 8,434.10
1 Mechanism with Lock set 5.00 9,795.70 48,978.50
89,462.17

Direct Cost 103,677.69

Indirect Cost 24,348.39
Total Cost 128,026.08
Unit Cost 12,701.00
1008(1)a Aluminum Glass Windows (Sliding Type)
Qty.: 12.96 Sq. M.
1 Foreman hr 24.00 90.78 2,178.64
3 Skilled Laborer hr 24.00 65.91 4,745.19
3 Laborer hr 24.00 50.81 3,658.34
10,582.18

1 Minor Tools lot 1.00 984.59 984.59

984.59

1 Aluminum Window (1.2 x 1.2) sq m 12.96 4,114.19 53,319.95

53,319.95

Direct Cost 64,886.72

Indirect Cost 15,232.00
Total Cost 80,118.72
Unit Cost 6,182.00

1008(1)c Aluminum Glass Windows (Awning Type)

Qty.: 1.08 Sq. M.
1 Foreman hr 8.00 90.78 726.21
2 Skilled Laborer hr 8.00 65.91 1,054.49
2 Laborer hr 8.00 50.81 812.96
2,593.67

1 Minor Tools lot 1.00 256.88 256.88

256.88

1 set 3.00 3,134.62 9,403.87

9,403.87

Direct Cost 12,254.42

Indirect Cost 2,877.46
Total Cost 15,131.88
Unit Cost 14,011.00

1008(1)d Aluminum Glass Windows (Fixed Type)

Qty.: 18.00 Sq. M.
1 Foreman hr 24.00 90.78 2,178.64
2 Skilled Laborer hr 24.00 65.91 3,163.46
2 Laborer hr 24.00 50.81 2,438.89
7,781.00

1 Minor Tools lot 1.00 727.26 727.26

727.26

1 Aluminum Window (3.0 x 1.5) sq m 18.00 4,114.19 74,055.49

74,055.49

Direct Cost 82,563.75

Indirect Cost 19,388.25
Total Cost 101,952.00
Unit Cost 5,664.00

1010(2)b Doors (Wood Panel)

Qty.: 9.66 Sq. M.
1 Foreman hr 24.00 90.78 2,178.64
2 Skilled Laborer hr 24.00 65.91 3,163.46
4 Laborer hr 24.00 50.81 4,877.79
10,219.89

1 Minor Tools lot 1.00 1,012.51 1,012.51

1,012.51

1 Panel Door with Jamb (1.0 x 2.1) sq m 2.10 2,448.93 5,142.74

1 Panel Door with Jamb (0.9 x 2.1) sq m 7.56 2,448.93 18,513.87
1 Miscellaneous (Door Lockset and Hinges) set 5.00 1,959.14 9,795.70
33,452.32

Direct Cost 44,684.72

Indirect Cost 10,493.20
 Total Cost 55,177.92
Unit Cost 5,712.00

1011(1)a Roll-Up Door

Qty.: 2.00 Set
1 Foreman hr 40.00 90.54 3,621.54
2 Skilled Laborer hr 40.00 65.73 5,258.60
4 Laborer hr 40.00 50.68 8,108.32
16,988.47
1 Minor Tools lot 1.00 1,621.06 1,621.06
1,621.06
Motorized Gage 18 Roll-Up Door Complete with
1 set 2.00 97,700.00 195,400.00
Door Lift, 1.5Hp Motor, Sensor
195,400.00
Direct Cost 214,009.52
Indirect Cost 50,950.48
Total Cost 264,960.00
Unit Cost 132,480.00

1012(7) Glass and Glazing

Qty.: 1.00 Lumpsum
1 Foreman hr 40.00 90.54 3,621.54
2 Skilled Laborer hr 40.00 65.73 5,258.60
2 Laborer hr 40.00 50.68 4,054.16
12,934.31

1 Minor Tools lot 1.00 1,145.11 1,145.11

1,145.11

1 Glass Partitions sq m 23.21 4,103.40 95,239.91

95,239.91

Direct Cost 109,319.33

Indirect Cost 26,026.67
Total Cost 135,346.00
Unit Cost 135,346.00

1043(2) PVC Doors and Frames

Qty.: 4.00 Set
1 Foreman hr 8.00 90.54 724.31
2 Skilled Laborer hr 8.00 65.73 1,051.72
2 Laborer hr 8.00 50.68 810.83
2,586.86

1 Minor Tools lot 1.00 254.20 254.20

254.20

1 PVC Door with Jamb (0.60 x 2.10) set 4.00 1,856.30 7,425.20
1 Miscellaneous (Hinges, Mechanism, etc.) lot 1.00 1,954.00 1,954.00
9,379.20

Direct Cost 12,220.26

Indirect Cost 2,907.74
Total Cost 15,128.00
Unit Cost 3,782.00

C.4 Finishing Works

1003(1)c1 Marine Plywood Ceiling 6mm (Metal Frame)

Qty.: 464.93 Sq. M.
1 Foreman hr 80.00 90.78 7,262.14
5 Skilled Laborer hr 80.00 65.91 26,362.19
10 Laborer hr 80.00 50.81 40,648.24
74,272.56

1 Minor Tools lot 1.00 2,382.78 2,382.78

2,382.78

1 Metal Channel (12x38x5x0.8) mm thk pc 755.00 139.10 105,019.70

1 Marine Plywood 1/2" x 4' x 8' pc 85.00 614.19 52,206.18
1 Marine Plywood 1/4" x 4' x 8' pc 85.00 317.38 26,977.36
1 Flathead Screw pc 1,600.00 0.98 1,567.31
1 Wire Clip pc 800.00 2.94 2,350.97
 1 Suspension Clip pc 400.00 4.90 1,959.14
1 Assorted C.W. Nails kg 10.00 68.57 685.70
1 Assorted Conc. Nails kg 5.00 97.96 489.79
1 Stickwell qrt 10.00 137.14 1,371.40
192,627.54

Direct Cost 269,282.89

Indirect Cost 63,142.06
Total Cost 332,424.95
Unit Cost 715.00

1003(2)d1 Marine Plywood Wall (Metal Frame)

Qty.: 25.88 Sq. M.
1 Foreman hr 24.00 90.78 2,178.64
2 Skilled Laborer hr 24.00 65.91 3,163.46
4 Laborer hr 24.00 50.81 4,877.79
10,219.89

1 Minor Tools lot 1.00 1,039.10 1,039.10

1,039.10

1 Metal Studs pc 110.00 230.20 25,321.88

1 Marine Plywood 1/4" x 4' x 8' pc 10.00 614.19 6,141.90
1 Flathead Screw pc 300.00 0.98 293.87
1 Assorted C.W. Nails kg 3.00 68.57 205.71
1 Assorted Conc. Nails kg 3.00 88.16 264.48
1 Stickwell qrt 2.00 137.14 274.28
32,502.13

Direct Cost 43,761.12

Indirect Cost 10,276.32
Total Cost 54,037.44
Unit Cost 2,088.00

1014(1)b2 Prepainted Metal Sheets above 0.427mm thickness (Long Span Rib Type)
Qty.: 2164.00 Sq. M.
1 Foreman hr 96.00 90.54 8,691.70
3 Skilled Laborer hr 96.00 65.73 18,930.98
8 Laborer hr 96.00 50.68 38,919.93
66,542.61

3 Electric Drill hr 140.00 195.40 82,068.00

1 Minor Tools lot 1.00 2,236.18 2,236.18
84,304.18

1 Ga 24 Prepainted Curve-rib Type Roofing Sheets ln m 1,420.00 538.76 765,044.17

1 Ga 24 Prepainted Long Span Sheets ln m 744.00 537.35 399,788.40
1 Fiber Glass Roof Panel sq m 29.00 2,448.93 71,018.83
1 Prepainted Gutter ln m 234.00 186.12 43,551.68
1 Prepainted Flashing ln m 292.00 181.22 52,916.37
1 4" dia PVC Pipe pc 16.00 440.81 7,052.90
1 4" dia PVC Elbow pc 16.00 107.75 1,724.04
1 3" dia PVC Pipe pc 60.00 272.32 16,339.23
1 3" dia PVC Coupling pc 20.00 22.53 450.60
1 Tekscrew pc 9,000.00 2.94 26,448.39
1 Blind Rivets pc 4,000.00 0.98 3,908.00
1 Vulcaseal gal 11.00 1,270.10 13,971.10
1 PVC Solvent Cement qrt 10.00 148.50 1,485.04
1 Silicon Sealant tube 25.00 244.89 6,122.31
1 Steel Scaffoldings (Rental) lot 1.00 9,795.70 9,795.70
1,419,616.77

Direct Cost 1,570,463.56

Indirect Cost 558,912.44
Total Cost 2,129,376.00
Unit Cost 984.00

1018(1) Glazed Tiles and Trims

Qty.: 55.00 Sq. M.
1 Foreman hr 40.00 90.54 3,621.54
3 Skilled Laborer hr 40.00 65.73 7,887.91
3 Laborer hr 40.00 50.68 6,081.24
17,590.69
 1 Minor Tools lot 1.00 1,621.32 1,621.32
1,621.32

1 Ceramic Glazed Tiles sq m 58.00 722.98 41,932.84

1 Tile Adhesive 25kg/bag bag 7.00 244.25 1,709.75
1 Tile Grout 5kg/bag bag 29.00 214.94 6,233.26
49,875.85

Direct Cost 69,087.86

Indirect Cost 16,437.14
Total Cost 85,525.00
Unit Cost 1,555.00

1018(2) Unglazed Tiles

Qty.: 217.00 Sq. M.
1 Foreman hr 80.00 90.54 7,243.09
3 Skilled Laborer hr 80.00 65.73 15,775.81
3 Laborer hr 80.00 50.68 12,162.48
35,181.38

1 Minor Tools lot 1.00 596.36 596.36

596.36

1 Ceramic Unglazed Tiles sq m 228.00 341.95 77,964.60

1 Tile Adhesive 25kg/bag bag 23.00 244.25 5,617.75
1 Tile Grout 5kg/bag bag 114.00 214.94 24,503.16
108,085.51

Direct Cost 143,863.25

Indirect Cost 34,293.75
Total Cost 178,157.00
Unit Cost 821.00

1021(1)c Cement Floor Finish with Floor Hardener

Qty.: 900.00 Sq. M.
1 Foreman hr 32.00 90.54 2,897.23
3 Skilled Laborer hr 32.00 65.73 6,310.33
3 Laborer hr 32.00 50.68 4,864.99
14,072.55
1 Minor Tools lot 1.00 832.98 832.98
832.98
1 Portland Cement bag 130.00 224.71 29,212.30
1 Sand (S1) cu m 11.00 747.41 8,221.46
37,433.76

Direct Cost 52,339.29

Indirect Cost 12,460.71
Total Cost 64,800.00
Unit Cost 72.00
1027(1) Cement Plaster Finish
Qty.: 1,150.92 Sq. M.
1 Foreman hr 80.00 90.54 7,243.09
4 Skilled Laborer hr 80.00 65.73 21,034.42
4 Laborer hr 80.00 50.68 16,216.64
44,494.14
1 Minor Tools lot 1.00 2,785.68 2,785.68
2,785.68
1 Portland Cement bag 333.00 224.71 74,828.43
1 Sand (S1) cu m 20.00 747.41 14,948.10
1 Steel Scaffolding (Rental) lot 1.00 14,550.00 14,550.00
104,326.53

Direct Cost 151,606.35

Indirect Cost 35,993.61
Total Cost 187,599.96
Unit Cost 163.00

1048(2) Glass Fiber

Qty.: 3.78 Sq. M.
1 Foreman hr 16.00 90.78 1,452.43
2 Skilled Laborer hr 16.00 65.91 2,108.98
2 Laborer hr 16.00 50.81 1,625.93
 5,187.33

1 Minor Tools lot 1.00 469.68 469.68

469.68

1 Standard Fiber Glass Board set 2.00 29,387.10 58,774.20

1 Standard Solid Steel Hoop with Net
58,774.20

Direct Cost 64,431.22

Indirect Cost 15,130.22
Total Cost 79,561.44
Unit Cost 21,048.00

C.5 Painting Works

1032(1)a Painting works (Masonry/Concrete)

Qty.: 1,865.50 Sq. M.
a) Equipment
1 Minor Tools ls 1.00 2,011.60 2,011.60
2,011.60
b) Labor (Man-hours)
1 Foreman hr 180.00 90.54 16,296.95
3 Skilled Laborer hr 180.00 65.73 35,495.58
3 Laborer hr 180.00 50.68 27,365.57
79,158.10
c) Materials
1 Flat Latex gal 29.00 517.81 15,016.49
1 Latex Paint Semi Gloss gal 236.00 527.58 124,508.88
1 Rubberized Paint gal 70.00 1,172.40 82,068.00
1 Brush Roller pc 18.00 78.16 1,406.88
1 Paint Brush pc 18.00 58.62 1,055.16
1 Patching Compound bag 32.00 732.75 23,448.00
1 Concrete Neutralizer lit 50.00 117.24 5,862.00
1 Sand Paper roll 3.00 1,563.20 4,689.60
1 Stopa kg 18.00 39.08 703.44
258,758.45

Direct Cost 339,928.16

Indirect Cost 81,674.84
Total Cost 421,603.00
Unit Cost 226.00

1032(1)b Painting works (Wood)

Qty.: 844.00 Sq. M.
a) Equipment
1 Minor Tools ls 1.00 1,696.67 1,696.67
1,696.67
b) Labor (Man-hours)
1 Foreman hr 60.00 90.54 5,432.32
3 Skilled Laborer hr 60.00 65.73 11,831.86
3 Laborer hr 60.00 50.68 9,121.86
26,386.03
c) Materials
1 Enamel Paint gal 110.00 537.35 59,108.50
1 Brush Roller pc 4.00 78.16 312.64
1 Paint Brush pc 4.00 58.62 234.48
1 Lacquer Thinner gal 30.00 341.95 10,258.50
1 Paint Thinner gal 30.00 224.71 6,741.30
1 Sand Paper roll 2.00 1,563.20 3,126.40
1 Stopa kg 3.00 39.08 117.24
79,899.06

Direct Cost 107,981.76

Indirect Cost 25,370.24
Total Cost 133,352.00
Unit Cost 158.00

1032(1)c Painting works (Steel)

Qty.: 2,320.00 Sq. M.
a) Equipment
1 Minor Tools ls 1.00 2,234.72 2,234.72
2,234.72
b) Labor (Man-hours)
 1 Foreman hr 140.00 90.54 12,675.40
3 Skilled Laborer hr 140.00 65.73 27,607.68
3 Laborer hr 140.00 50.68 21,284.34
61,567.41
c) Materials
1 Enamel Paint gal 280.00 537.35 150,458.00
1 Brush Roller pc 12.00 78.16 937.92
1 Paint Brush pc 12.00 58.62 703.44
1 Lacquer Thinner gal 70.00 341.95 23,936.50
1 Paint Thinner gal 70.00 224.71 15,729.70
1 Sand Paper roll 3.00 1,563.20 4,689.60
1 Stopa kg 15.00 39.08 586.20
197,041.36

Direct Cost 260,843.50

Indirect Cost 61,636.50
Total Cost 322,480.00
Unit Cost 139.00

1032(5) Texture Finish

Qty.: 162.00 Sq. M.
a) Equipment
1 Minor Tools ls 1.00 1,263.42 1,263.42
1,263.42
b) Labor (Man-hours)
1 Foreman hr 40.00 90.78 3,631.07
2 Skilled Laborer hr 40.00 65.91 5,272.44
2 Laborer hr 40.00 50.81 4,064.82
12,968.33
c) Materials
1 Tara Flex sq m 162.00 1,175.48 190,428.41
190,428.41

Direct Cost 204,660.16

Indirect Cost 48,059.84
Total Cost 252,720.00
Unit Cost 1,560.00

C.6 Roof Framing and Roofing Works

1047(1) Structural Steel

Qty.: 1.00 Lump Sum
1 Foreman hr 160.00 90.54 14,486.17
1 Skilled Laborer hr 160.00 65.73 10,517.21
2 Laborer hr 160.00 50.68 16,216.64
41,220.02

1 Truck Mounted Crane 16-20T hr 160.00 1,070.35 171,256.38

1 Minor Tools lot 1.00 757.72 757.72
172,014.10

Direct Cost 213,234.12

Indirect Cost 50,765.88
Total Cost 264,000.00
Unit Cost 264,000.00

1047(2)a Structural Steel (Trusses)

Qty.: 28080.84 Kg.
1 Foreman hr 220.00 90.54 19,918.49
6 Skilled Laborer hr 220.00 65.73 86,766.98
12 Laborer hr 220.00 50.68 133,787.25
240,472.72

3 Bar Cutter hr 160.00 213.16 102,315.60

3 Welding Machine (Electric 300amp.) hr 180.00 362.47 195,732.18
1 Minor Tools lot 1.00 2,521.64 2,521.64
300,569.42

1 2 1/2" x 2 1/2 x 5mm Anlge Bar kg 7,189.06 53.35 383,536.35

1 2" x 2" x 5mm Angle Bar kg 17,433.15 53.35 930,058.55
1 1 1/2" x 1 1/2" x 5mm Angle Bar kg 3,458.63 53.35 184,517.91
1 12mm dia Sag Rod w/ Nut and Washer pc 119.00 214.94 25,577.86
1 20mm dia - 300mm Long Bent Anchor Bolt pc 120.00 146.55 17,586.00
1 16mm dia Standard Turn Buckles pc 40.00 180.75 7,229.80
 1 16mm dia Cross Bracing pc 40.00 341.95 13,678.00
1 Erection Bolt pc 60.00 341.95 20,517.00
1 Erection Plate sheet 1.00 11,724.00 11,724.00
1 6mm thk Gusset Plate sheet 5.00 5,862.00 29,310.00
1 10mm dia. Base Plate sheet 1.00 9,940.00 9,940.00
1 Welding Rod kg 340.00 91.84 31,224.92
1 Acetylene tank 20.00 732.75 14655.00
1 Oxygen tank 35.00 439.65 15387.75
1 Red Oxide gal 35.00 344.88 12,070.84
1 Paint Thinner gal 25.00 224.71 5,617.75
1 Paint Brush pc 12.00 58.62 703.44
1 Steel Scaffolding (Rental) lot 1.00 9,700.00 9,700.00
1,723,035.17

Direct Cost 2,264,077.31

Indirect Cost 572,087.53
Total Cost 2,836,164.84
Unit Cost 101.00

1047(2)b Structural Steel (Purlins)

Qty.: 1919.00 Kg.
1 Foreman hr 64.00 90.54 5,794.47
4 Skilled Laborer hr 64.00 65.73 16,827.54
8 Laborer hr 64.00 50.68 25,946.62
48,568.62

2 Bar Cutter hr 32.00 213.16 13,642.08

2 Welding Machine (Electric 300amp.) hr 40.00 362.47 28,997.36
1 Minor Tools lot 1.00 2,196.26 2,196.26
44,835.70

1 2" x 6" C - Purlins pc 230.00 535.44 123,151.20

1 2" x 4" C - Purlins pc 210.00 535.44 112,442.40
1 Welding Rod kg 60.00 107.47 6,448.20
1 Acetylene tank 10.00 735.00 7,350.00
1 Oxygen tank 15.00 441.00 6,615.00
1 Red Oxide gal 20.00 344.88 6,897.62
1 Paint Thinner gal 10.00 224.71 2,247.10
1 Paint Brush pc 6.00 58.62 351.72
1 Steel Scaffolding (Rental) lot 1.00 9,700.00 9,700.00
275,203.24

Direct Cost 368,607.56

Indirect Cost 91,952.44
Total Cost 460,560.00
Unit Cost 240.00

1053(1) Steel Tubular Mouldings

Qty.: 150.00 M.
1 Foreman hr 40.00 90.78 3,631.07
2 Skilled Laborer hr 40.00 65.91 5,272.44
4 Laborer hr 40.00 50.81 8,129.65
17,033.15

1 Welding Machine (Electric 500amp) hr 24.00 383.01 9,192.28

1 Minor Tools lot 1.00 1,584.32 1,584.32
10,776.60

1 2" x 6" BI Tubular pc 20.00 1,567.31 31,346.24

1 1" x 1" BI Tubular pc 7.00 489.79 3,428.50
1 Welding Rod kg 15.00 92.08 1,381.19
1 Sand Paper roll 2.00 1,567.31 3,134.62
1 Acetylene tank 2.00 734.68 1,469.36
1 Oxygen tank 2.00 440.81 881.61
1 Red Oxide gal 5.00 345.79 1,728.94
1 Paint Thinner gal 6.00 225.30 1,351.81
1 Paint Brush pc 6.00 58.77 352.65
45,074.91

Direct Cost 72,884.67

Indirect Cost 17,115.33
Total Cost 90,000.00
Unit Cost 600.00
1053(3)a2 G.I. Pipe Railings
Qty.: 2153.00 M.
1 Foreman hr 120.00 90.78 10,893.21
6 Skilled Laborer hr 120.00 65.91 47,451.94
12 Laborer hr 120.00 50.81 73,166.83
131,511.97

3 Welding Machine (Electric 300amp) hr 88.00 363.42 95,943.00

1 Minor Tools lot 1.00 2,445.83 2,445.83
98,388.83

1 GI Pipe Schedule 40 dia (76mm) pc 71.00 2,448.93 173,873.68

1 GI Pipe Schedule 40 dia (50.8mm) pc 139.00 2,350.97 326,784.55
1 GI Pipe Schedule 40 dia (38mm) pc 6.00 1,048.14 6,288.84
1 GI Pipe Schedule 40 dia (25.4mm) pc 184.00 597.54 109,946.94
1 12mm Square Bar kg 92.00 53.88 4,956.62
1 Matte Wood pc 15.00 1,175.48 17,632.26
1 Cylindrical Hinges pc 6.00 235.10 1,410.58
1 Welding Rod kg 30.00 92.08 2,762.39
1 Sand Paper roll 5.00 1,567.31 7,836.56
1 Acetylene tank 4.00 734.68 2,938.71
1 Oxygen tank 5.00 440.81 2,204.03
1 Red Oxide gal 5.00 345.79 1,728.94
1 Paint Thinner gal 6.00 225.30 1,351.81
1 Paint Brush pc 12.00 58.77 705.29
660,421.20

Direct Cost 890,322.00

Indirect Cost 216,320.00
Total Cost 1,106,642.00
Unit Cost 514.00

PART D ELECTRICAL WORKS

1100(30) Conduits, Boxes, and Fittings

Qty.: 1.00 Lump Sum
a) Equipment
1 Minor Tools ls 1.00 1,175.43 1,175.43
1,175.43
b) Labor (Man-hours)
1 Foreman hr 100.00 90.54 9,053.86
2 Skilled Laborer hr 100.00 65.73 13,146.51
2 Laborer hr 100.00 50.68 10,135.40
32,335.77
c) Materials
1 Electrical Conduit uPVC Pipe, 20mm dia. pc 430.00 89.88 38,650.12
1 Electrical Conduit uPVC Pipe, 25mm dia. pc 100.00 119.19 11,919.40
1 Electrical Conduit uPVC Pipe, 32mm dia. pc 5.00 175.86 879.30
1 Electrical Conduit uPVC Pipe, 40mm dia. pc 5.00 244.25 1,221.25
1 RSC 80mm dia Pipe pc 20.00 586.20 11,724.00
1 Entrance Cap 80mm dia pc 1.00 97.70 97.70
1 Junction Box, 4" x 4" GI pc 141.00 31.26 4,408.22
1 Utility Box, 2" x 4" GI pc 121.00 30.29 3,664.73
1 PVC Elbow, 20mm dia pc 10.00 58.62 586.20
1 PVC Coupling, 20mm dia pc 8.00 58.62 468.96
1 PVC Solvent can 8.00 146.55 1,172.40
1 Grounding Rod, 2.4m x 16mm pc 1.00 341.95 341.95
75,134.23

Direct Cost 108,645.43

Indirect Cost (12,645.43)
Total Cost 96,000.00
Unit Cost 96,000.00

1101(42) Wire and Wiring Devices

Qty.: 1.00 Lump Sum
a) Equipment
1 Minor Tools lot 1.00 1,175.43 1,175.43
1,175.43
b) Labor (Man-hours)
1 Foreman hr 100.00 90.54 9,053.86
2 Skilled Laborer hr 100.00 65.73 13,146.51
2 Laborer hr 100.00 50.68 10,135.40
32,335.77
 c) Materials
1 3.5 sq mm THHN Cu. Wire, Stranded (150m/box) box 11.00 3,468.35 38,151.85
1 5.5 sq mm THHN Cu. Wire, Stranded (150m/box) box 2.00 5,715.45 11,430.90
1 Duplex Universal Convenience Outlet/Receptacles (GT) set 10.00 158.27 1,582.74
1 ACU Outlet set 6.00 439.65 2,637.90
1 Ceiling Receptacle 3-1/2"dia pc 17.00 48.85 830.45
1 Single Gang Switch w/ Plate Cover set 22.00 89.88 1,977.45
1 Two Gang Switch w/ Plate Cover set 19.00 123.10 2,338.94
1 Electrical Tape roll 20.00 29.31 586.20
59,536.43

Direct Cost 93,047.62

Indirect Cost 22,152.38
Total Cost 115,200.00
Unit Cost 115,200.00

1102(27) Power Load Center, Switchgear and Panelboards

Qty.: 1.00 Lump Sum
a) Equipment
1 Power Tools hr 16.00 195.40 3,126.40
1 Minor Tools lot 1.00 1,746.41 1,746.41
4,872.81
b) Labor (Man-hours)
1 Foreman hr 40.00 90.54 3,621.54
1 Skilled Laborer hr 40.00 65.73 2,629.30
1 Laborer hr 40.00 50.68 2,027.08
8,277.93
c) Materials
Panel Board Flush Mounted, NEMA 1 Enclosure w/
Ground Terminal - 26 Branches, 2 Poles, 230V
1 (Main 225AT, 250AF, 65KAIC; Branches: 5 - 20 AT, set 1.00 24,650.00 24,650.00
50 AF, 4 - 30 AT, 50 AF, 11 - 40 AT, 50 AF, 2 -
Spare 30 AT, 50 AF
Panel Board Flush Mounted, NEMA 1 Enclosure w/
Ground Terminal - 26 Branches, 2 Poles, 230V
1 (Main 150AT, 175AF, 65KAIC; Branches: 5 - 20 AT, set 1.00 19,720.00 19,720.00
50 AF, 3 - 30 AT, 50 AF, 7 - 40 AT, 50 AF, 1 - Spare
30 AT, 50 AF
1 Circuit Breaker with NEMA 3r Box set 6.00 1,479.00 8,874.00
53,244.00

Direct Cost 66,394.73

Indirect Cost 15,205.27
Total Cost 81,600.00
Unit Cost 81,600.00

1003(1) Lighting Fixtures

Qty.: 1.00
Lump Sum
a) Equipment
1 Minor Tools lot 1.00 1,055.56 1,055.56
1,055.56
b) Labor (Man-hours)
1 Foreman hr 64.00 90.54 5,794.47
3 Skilled Laborer hr 64.00 65.73 12,620.65
3 Laborer hr 64.00 50.68 9,729.98
28,145.10
c) Materials
1 Chandelier 7001/1H or Equivalent pc 4.00 2,784.45 11,137.80
1 Wall Lamp LL6M AK5302S S5 or Equivalent pc 8.00 2,491.35 19,930.80
1 LED Tube T5 16Watts or Equivalent pc 119.00 923.27 109,868.54
1 LED Downlight LL6M 2HCL - SDL or Equivalent pc 104.00 542.24 56,392.44
1 LEXEBULB 7WDL with FLESDL4 E27 Casing or Equivalent set 17.00 366.38 6,228.38
1 100 Watts LED Light set 8.00 3,880.00 31,040.00
234,597.95

Direct Cost 263,798.61

Indirect Cost 63,081.39
Total Cost 326,880.00
Unit Cost 326,880.00

PART E MECHANICAL WORKS

1200(40) Air Conditioning and Ventilating System

Qty.: 1.00
Lump Sum
1 Foreman hr 80.00 90.54 7,243.09
3 Skilled Laborer hr 80.00 65.73 15,775.81
5 Laborer hr 80.00 50.68 20,270.80
43,289.70

1 Power Tools hr 48.00 195.40 9,379.20

1 Minor Tools lot 1.00 2,374.93 2,374.93
11,754.13

1 Split Type Airconditioning System with Inverter (1.5Hp) set 6.00 48,850.00 293,100.00
1 Ceiling Exhaust Fan set 5.00 1,954.00 9,770.00
302,870.00

Direct Cost 357,913.83

Indirect Cost 84,646.17
Total Cost 442,560.00
Unit Cost 442,560.00

GEORGEINO DE CASTRO BOO

Owner/General Manager
HYPER J CONSTRUCTION & SUPPLY
Name of the Bidder