Project Proposed Six-Storey Mandaluyong City Jail Location Mandaluyong City Owner Mandaluyong City Government Architect Arch. Allan Rendel Sy Date Submitted herewith is our price proposal proposal for the supply of labor, materials, tools, equipment and supervision necessary to complete the above stated project as per plans, specifications and other related documents relative thereto issued and received by us.
SUMMARY Item No. 1.0 2.0 3.0 4.0 4.0 5.0 5.0 6.0 7.0 7.1.1 7.1.2 7.1.3 7.1.4 7.1.5 7.1.6 7.1.7 7.1. 7.1.8 8 8.0 8.1.0 8.2.0 9.0 10.0
Description GENERAL REQUIREMENTS EARTHWORKS/SITEWORKS CIVIL/STRUCTURAL WO WORKS PLUM PLUMBI BING NG AND AND ELEC ELECTR TRIC ICAL AL REQU REQUIR IREM EMEN ENTS TS MASON SONRY WORK ORKS/W S/WATER TERPROOFI OOFIN NG ROOF FR FRAMING/ROOFING WOR WORK KS TOTAL FOR GEN. REQM'TS CIVIL/STRUCTURAL WORKS ARCHITECTURAL FI FINISHES LOWER GROUND FLOOR GROUND FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR OTHE OTHER R FIN FINIS ISHE HES S NOT NOT IN BIDF BIDFOR ORM M EXTERIOR FINISHES EXISTING BUILDING FAÇADE NEW BUILDING DOORS WINDOWS
Amount 10,898,689.60 3,260,975.03 24,178,513.62 201,540.86 5,095,875.53 1,370,482.57 45,006,077.20 3,310,012.00 3,310,012.00 6,620,024.94 6,620,024.94 6,620,024.94 6,620,024.94 6,620,024.94
2,195,310.60 13,548,784.79 275,567.90 15,211,022.40
SUMMARY Item No. 16.0 16.1 16.2 16.3 16.4 16.5 16.6 16.7 16.8 16.9 17.0 17.1
Description
Amount
TOTAL FOR ELECTRICAL WORKS MECHANICAL WORKS SUPPLY AND INSTALLATION OF A/C EQUIPMENT SUPPLY AND INSTALLATION OF VENTILATING EQUIPMENT SUPPLY AND INSTALLATION OF REFRIGERANT PIPINGS AND INSULATIONS SUPPLY AND INSTALLATION OF CONDENSATE DRAIN PIPINGS AND INSULATIONS ELECTRICAL AIR COMPRESSOR PIPING SUPPLY AND INSTALLATION OF AC and VENTILATING DUCT WORKS, OTHER ITEMS TESTING AND BALANCING FIRE DETECTION AND ALARM SYSTEM FIRE PROTECTION SYSTEM TOTAL FOR MECHANICAL WORKS 12% VAT
TOTAL FOR GENERAL CONSTRUCTION
12,559,770.48 1,781,046.34 320,481.55 285,958.51 46,566.58 1,686,199.03
2,183,401.33 660,423.46 5,003,493.77 11,967,570.57 18,647,861.62
PHP 174,046,708.42
PROJECT COMPLETION In case of failure by the Contractor to complete the works as provided above, the amount of ONE HALF OF ONE PERCENT (1/2 of 1%) of the total contract amount per day of delay including Sundays & Holidays shall be deducted from the payment due to the Contractor. CONTRACTOR: Address : Telephone no.: SIGNATORY / POSITION: SIGNATURE:
Project
Proposed Six-Storey Mandaluyong City Jail
Location Mandaluyong City Owner Mandaluyong City Government Architect Arch. Allan Rendel Sy
Item No.
Description
1.00
GENERAL REQUIREMENTS
Qty
Unit
A.1 Mobilization 1.00 lot A.2 Temporary Facilities / Utilities 2.1 1.00 lot Temporary Power and Lighting 2.2 1.00 lot Temporary Water Supply Testing and Commissioning (including Power, 2.3 1.00 lot Fuel and Water Consum tion 2.4 1.00 lot Telecommunications 2.5 1.00 lot Temporary Perimeter Enclosure 2.6 1.00 lot Temporary Jobsite Office 2.7 1.00 lot Temporary Toilet for Workers 2.8 1.00 lot Temporary Barracks for Workers 2.9 Staging Area/Temfacil Area Property Rental 1.00 lot 2.10 Temporary Perimeter Enclosure (Pre-painted sheets on pipe framing) 2.10.1 1.00 lot Construction Site 2.10.2 Sta in Area/Temfacil Area 1.00 lot 2.11 1.00 lot Temporary Jobsite Office, Warehouse, 2.12 1.00 lot Offsite Facilities (Workers Accomodations) 2.13 Workers Transportation (from offsite facilities to si 1.00 lot A.3 lot Deliveries of Materials (lifting and handling) 1.00 A.4 1.00 lot Provisions for Survey Personnel and A.5 1.00 lot Provisions of Quality Control and Testing A.6 1.00 lot Provisions for Safety, Security & Fire Bonds and Insurances A.7 7.1 1.00 lot Security Bond for the downpayment 7.2 1.00 lot Performance Bond
Total Cost
-
Total Amount
1,000,000.00 500,000.00
1,000,000.00 500,000.00 -
-
-
-
-
350,000.00
350,000.00
1,350,000.00
1,350,000.00
Item No.
2.00 A.12 A.13 A.14 A.15 A.16 A.17 17.1 17.2 17.3 17.4 17.5 A.18 A.19 A.20
Description
SUB-TOTAL
Total Indirect Cost
TOTAL COST
(8) + (9) = 10
(5) + (10) = 11
Unit
Total Unit Cost
1.00 1,260.00 1.00 1.00 667.00
Lot sm lot Lot cum
50,610.00 1,542.40 1,542.40 194,410.00 140,389.20
4,048.80 123.39 123.39 15,552.80 11,231.14
4,048.80 123.39 123.39 15,552.80 11,231.14
8,097.60 246.78 246.78 31,105.60 22,462.27
2,935.38 89.46 89.46 11,275.78 8,142.57
11,032.98 336.24 336.24 42,381.38 30,604.85
61,642.98 1,878.64 1,878.64 236,791.38 170,994.05
cum cum cum cum cum cum sm cum
65,530.10 45,301.30 233,031.50 9,536.80 41,108.80 144,805.60 1,402,222.50 347,288.80
5,242.41 3,624.10 18,642.52 762.94 3,288.70 11,584.45 112,177.80 27,783.10
5,242.41 3,624.10 18,642.52 762.94 3,288.70 11,584.45 112,177.80 27,783.10
10,484.82 7,248.21 37,285.04 1,525.89 6,577.41 23,168.90 224,355.60 55,566.21
3,800.75 2,627.48 13,515.83 553.13 2,384.31 8,398.72 81,328.91 20,142.75
14,285.56 9,875.68 50,800.87 2,079.02 8,961.72 31,567.62 305,684.51 75,708.96
79,815.66 55,176.98 283,832.37 11,615.82 50,070.52 176,373.22 1,707,907.01 422,997.76
428,371.10
155,284.53
583,655.63
3,260,975.03
EARTHWORKS/SITE WORKS Demolition/Clearing and Grubbing Leveling Survey and Layout Disposal and Hauling of Debris Excavation Gravel Bedding Column Footings Footin tie-beams Slab on Fill Septic Tank Parking/Driveway Backfilling and Compaction Works Soil Poisoning/Treatment Filling Materials
MARK-UPS PROFIT
Qty
OCM
5
75.27 54.45 280.45 9.24 48.76 457.00 1,869.63 457.00
6
214,185.55
7
214,185.55
VAT
OCM + PROFIT 6+7=8
{[(5) + (8)]5%} = 9
Item No.
3.00
Description
CIVIL/STRUCTURAL WORKS
Qty
Mat'l
178,397.70
MARK-UPS
Total Unit Cost
Labor
(20MPa Concrete / 230 Mpa RSB)
A.19 Footings 19.1 Concrete 183.50 19.2 Steel Reinforcement 16,528.42 19.3 Formworks and Scaffoldings 266.00 19.4 Pumpcrete Set Up 1.00 Columns A.20 20.1 Concrete 199.80 20.2 Steel Reinforcement 19,834.10 20.3 Formworks and Scaffoldings 1,332.00 20.4 Pumpcrete Set Up 1.00 Footing Tie-Beams, Grade Beams and Slab A.21 21.1 Concrete 47.52 21.2 Steel Reinforcement 4,717.30 21.3 Formworks and Scaffoldings 760.00 21.4 Pumpcrete Set Up 1.00 Second Floor Beams and Slab A.22 22.1 Concrete 323.76 22.2 Steel Reinforcement 32,139.58 22.3 Formworks and Scaffoldings 1,459.86 22.4 Pumpcrete Set Up 1.00 Third Floor Beams and Slab A.23 23.1 Concrete 157.51 23.2 Steel Reinforcement 15,635.98 23.3 Formworks and Scaffoldings 710.23 23.4 Pumpcrete Set Up 1.00 Fourth Floor Beams and Slab A.24 24.1 Concrete 178.79 24.2 Steel Reinforcement 17,748.44 24.3 Formworks and Scaffoldings 806.18 24.4 Pumpcrete Set Up 1.00 Fifth Floor Beams and Slab A.25 25.1 Concrete 176.74 25.2 Steel Reinforcement 17,544.94 25.3 Formworks and Scaffoldings 796.94 25.4 Pumpcrete Set Up 1.00 Sixth Floor Beams, Roof Beams and Slab A.26 26.1 Concrete 176.74 26.2 Steel Reinforcement 17,544.94 26.3 Formworks and Scaffoldings 796.94 26.4 Pumpcrete Set Up 1.00 Machine Room (ELEVATOR) Floor & Roof Beam A.27 27.1 Concrete 176.74 27.2 Steel Reinforcement 17,544.94 27.3 Formworks and Scaffoldings 796.94 27.4 Pumpcrete Set Up 1.00 A.28 Slab on Fill 28.1 Concrete 157.00 28.2 Steel Reinforcement 15,585.35 28.3 Formworks and Scaffoldings 707.93 28.4 Pumpcrete Set Up 1.00 Stairs (excluding railing) A.29 29.1 Concrete 36.00 29.2 Steel Reinforcement 3,573.71 29.3 Formworks and Scaffoldings 32.00 29.4 Pumpcrete Set Up 1.00 SUB-TOTAL
Unit Cost
Unit
5
OCM
PROFIT
OCM + PROFIT
6
7
6+7=8
VAT
Total Indirect Cost
{[(5) + (8)]5%} = 9
(8) + (9) = 10
TOTAL COST (5) + (10) = 11
cum kgs sm lot
642,250.00 528,909.44 159,600.00 105,600.00
43,853.60 47,170.80 24,597.60
686,103.60 576,080.24 184,197.60 105,600.00
54,888.29 46,086.42 14,735.81 8,448.00
54,888.29 46,086.42 14,735.81 8,448.00
109,776.58 92,172.84 29,471.62 16,896.00
39,794.01 33,412.65 10,683.46 6,124.80
149,570.58 125,585.49 40,155.08 23,020.80
835,674.18 701,665.73 224,352.68 128,620.80
cum kgs sm lot
699,300.00 634,691.20 799,200.00 105,600.00
47,717.60 50,643.60 26,334.00
747,017.60 685,334.80 825,534.00 105,600.00
59,761.41 54,826.78 66,042.72 8,448.00
59,761.41 54,826.78 66,042.72 8,448.00
119,522.82 109,653.57 132,085.44 16,896.00
43,327.02 39,749.42 47,880.97 6,124.80
162,849.84 149,402.99 179,966.41 23,020.80
909,867.44 834,737.79 1,005,500.41 128,620.80
cum kgs sm lot
166,320.00 150,953.60 456,000.00 105,600.00
9,077.60 12,442.80 24,597.60
175,397.60 163,396.40 480,597.60 105,600.00
14,031.81 13,071.71 38,447.81 8,448.00
14,031.81 13,071.71 38,447.81 8,448.00
28,063.62 26,143.42 76,895.62 16,896.00
10,173.06 9,476.99 27,874.66 6,124.80
38,236.68 35,620.42 104,770.28 23,020.80
213,634.28 199,016.82 585,367.88 128,620.80
cum kgs sm lot
1,133,160.00 1,028,466.56 875,916.81 105,600.00
78,629.60 88,844.40 148,074.00
1,211,789.60 1,117,310.96 1,023,990.81 105,600.00
96,943.17 89,384.88 81,919.26 8,448.00
96,943.17 89,384.88 81,919.26 8,448.00
193,886.34 178,769.75 163,838.53 16,896.00
70,283.80 64,804.04 59,391.47 6,124.80
264,170.13 243,573.79 223,230.00 23,020.80
1,475,959.73 1,360,884.75 1,247,220.81 128,620.80
cum kgs sm lot
551,285.00 500,991.36 426,135.58 105,600.00
28,397.60 43,698.00 72,830.00
579,682.60 544,689.36 498,965.58 105,600.00
46,374.61 43,575.15 39,917.25 8,448.00
46,374.61 43,575.15 39,917.25 8,448.00
92,749.22 87,150.30 79,834.49 16,896.00
33,621.59 31,591.98 28,940.00 6,124.80
126,370.81 118,742.28 108,774.50 23,020.80
706,053.41 663,431.64 607,740.08 128,620.80
cum kgs sm lot
625,765.00 561,438.08 483,707.58 105,600.00
48,683.60 43,698.00 84,406.00
674,448.60 605,136.08 568,113.58 105,600.00
53,955.89 48,410.89 45,449.09 8,448.00
53,955.89 48,410.89 45,449.09 8,448.00
107,911.78 96,821.77 90,898.17 16,896.00
39,118.02 35,097.89 32,950.59 6,124.80
147,029.79 131,919.67 123,848.76 23,020.80
821,478.39 737,055.75 691,962.34 128,620.80
cum kgs sm lot
618,590.00 561,438.08 478,161.41 105,600.00
88,872.00 43,698.00 84,406.00
707,462.00 605,136.08 562,567.41 105,600.00
56,596.96 48,410.89 45,005.39 8,448.00
56,596.96 48,410.89 45,005.39 8,448.00
113,193.92 96,821.77 90,010.79 16,896.00
41,032.80 35,097.89 32,628.91 6,124.80
154,226.72 131,919.67 122,639.69 23,020.80
861,688.72 737,055.75 685,207.10 128,620.80
cum kgs sm lot
618,590.00 561,438.08 478,161.41 105,600.00
45,785.60 43,698.00 78,618.00
664,375.60 605,136.08 556,779.41 105,600.00
53,150.05 48,410.89 44,542.35 8,448.00
53,150.05 48,410.89 44,542.35 8,448.00
106,300.10 96,821.77 89,084.71 16,896.00
38,533.78 35,097.89 32,293.21 6,124.80
144,833.88 131,919.67 121,377.91 23,020.80
809,209.48 737,055.75 678,157.32 128,620.80
cum kgs sm lot
618,590.00 561,438.08 478,161.41 105,600.00
45,785.60 43,698.00 78,618.00
664,375.60 605,136.08 556,779.41 105,600.00
53,150.05 48,410.89 44,542.35 8,448.00
53,150.05 48,410.89 44,542.35 8,448.00
106,300.10 96,821.77 89,084.71 16,896.00
38,533.78 35,097.89 32,293.21 6,124.80
144,833.88 131,919.67 121,377.91 23,020.80
809,209.48 737,055.75 678,157.32 128,620.80
cum kgs sm lot
549,500.00 498,731.20 424,755.80 105,600.00
39,989.60 36,752.40 72,830.00
589,489.60 535,483.60 497,585.80 105,600.00
47,159.17 42,838.69 39,806.86 8,448.00
47,159.17 42,838.69 39,806.86 8,448.00
94,318.34 85,677.38 79,613.73 16,896.00
34,190.40 31,058.05 28,859.98 6,124.80
128,508.73 116,735.42 108,473.71 23,020.80
717,998.33 652,219.02 606,059.51 128,620.80
cum kgs sm lot
126,000.00 114,358.72 19,200.00 105,600.00
12,941.60 12,442.80 11,960.00
138,941.60 126,801.52 31,160.00 105,600.00
11,115.33 10,144.12 2,492.80 8,448.00
11,115.33 10,144.12 2,492.80 8,448.00
22,230.66 20,288.24 4,985.60 16,896.00
8,058.61 7,354.49 1,807.28 6,124.80
30,289.27 27,642.73 6,792.88 23,020.80
169,230.87 154,444.25 37,952.88 128,620.80
4,327,517.22
24,178,513.62
19,850,996.40
1,588,079.71
1,588,079.71
3,176,159.42
1,151,357.79
Item No.
4.00
Description
Qty
Unit Cost
Unit
Mat'l
Labor
PLUMBING & ELECTRICAL WORKS REQUIREMENTS
A.32
Water Tank Yunhap Tri-chambered Plastic A.33 Purifying Septic Tank A.34 Electrical Service Entrance A.35 Feeder Line Encasement A.36 Sewage Treatment Plant 36.1 STP (structure + system) SUB-TOTAL
MARK-UPS
Total Unit Cost
OCM
5
PROFIT
6
VAT
OCM + PROFIT
7
6+7=8
{[(5) + (8)]5%} = 9
Total Indirect Cost
TOTAL COST
(8) + (9) = 10
(5) + (10) = 11
1.00
lot
19,995.00
5,998.50
25,993.50
2,079.48
2,079.48
4,158.96
1,507.62
5,666.58
31,660.08
1.00
lot
13,400.00
12,442.80
25,842.80
2,067.42
2,067.42
4,134.85
1,498.88
5,633.73
31,476.53
1.00 1.00
lot lot
64,000.00 25,600.00
11,009.60 12,442.80
75,009.60 38,042.80
5,120.00 2,048.00
880.77 995.42
6,000.77 3,043.42
4,050.52 2,054.31
10,051.29 5,097.74
85,060.89 43,140.54
1.00
lot
8,997.20
280.00
439.78
719.78
485.85
1,205.62
10,202.82
11,594.90
6,462.87
18,057.78
9,597.18
27,654.96
201,540.86
3,500.00
5,497.20
173,885.90
Item No.
5.00 A.38 38.1 38.2 38.3 A.39 A.40 40.1 40.2 40.3 A.41 41.1 41.2 6.00 A.42 42.1 42.2
Description
Qty
Unit Cost
Unit
Mat'l
MASONRY WORKS/WATERPROOFING CHB walls/Partitions SRC Int'l Wall Panel System SRC Int'l Wall Panel System Preparation for Window Openings Scaffolding for Perimeter Wall CHB Laying, Plastering and Painting (inclusive of framings and attachment Parking /Sidewalk Concrete Steel Reinforcement Formworks and Scaffoldings Waterproofing Gutter Urinals SUB-TOTAL
MARK-UPS
Total Unit Cost
Labor
5
2,130.00 1,680.00 1.00
OCM
PROFIT
OCM + PROFIT
6
7
6+7=8
VAT
Total Indirect Cost
{[(5) + (8)]5%} = 9
(8) + (9) = 10
TOTAL COST (5) + (10) = 11
sm sm lot
1,843,131.60 1,453,737.60
26,334.00 79,484.80 14,467.20
1,869,465.60 1,533,222.40 14,467.20
149,557.25 122,657.79 1,157.38
149,557.25 122,657.79 1,157.38
299,114.50 245,315.58 2,314.75
108,429.00 88,926.90 839.10
407,543.50 334,242.48 3,153.85
2,277,009.10 1,867,464.88 17,621.05
lot
129,930.00
33,028.80
162,958.80
13,036.70
13,036.70
26,073.41
9,451.61
35,525.02
198,483.82
35.76 2,006.73 10.65
cum kgs sm
125,160.00 64,215.36 10,117.50
44,038.40 6,462.80 2,606.80
169,198.40 70,678.16 12,724.30
13,535.87 5,654.25 1,017.94
13,535.87 5,654.25 1,017.94
27,071.74 11,308.51 2,035.89
9,813.51 4,099.33 738.01
36,885.25 15,407.84 2,773.90
206,083.65 86,086.00 15,498.20
110.10 56.00
lm sm
14,490.00 330,000.00
4,631.20 3,281.60
19,121.20 333,281.60 4,185,117.66
1,529.70 26,662.53 334,809.41
8.00 26,662.53 333,287.72
1,537.70 53,325.06 668,097.13
1,032.94 19,330.33 242,660.74
2,570.64 72,655.39 910,757.87
21,691.84 405,936.99 5,095,875.53
15,065.40 7,820.40
19,957.23 40,320.00 60,277.23
19,957.23 625.63 20,582.86
39,914.46 40,945.63 80,860.10
14,468.99 513,867.68 528,336.67
54,383.46 554,813.31 609,196.77
303,848.86 1,066,633.71 1,370,482.57
1.00
ROOF FRAMING & ROOFING WORKS Roof Truss/Rafters/Purlins/Sagrods in EPOXY PAI NT FINISH 72.00 sm 234,400.00 Purlins & Rafters 1,260.00 lm 504,000.00 Roof Thermal Projection SUB-TOTAL
249,465.40 511,820.40 761,285.80
Item No.
C C.1.0 1.1.1 1.1.2 1.1.3 1.1.4 1.1.5 1.1.6
Description
Qty
Unit
Unit Cost Mat'l
Labor
PLUMBING/SANITARY WORKS
Total Unit Cost 5
MARK-UPS OCM
PROFIT
OCM + PROFIT
6
7
6+7=8
SANITARY LINE,STORM DRAINAGE LINE and VENT SYSTEM (includes all required fittings, hangers (10mm dia hanger rod at every 1m ), and support and fixing to soffit / walls etc.) Sewer Lines 357 set 232,050.00 ₱83,012.80 315,062.80 18,564.00 6,641.02 25,205.02 Water Lines 679 set 441,350.00 ₱ 145,272.40 586,622.40 35,308.00 11,621.79 46,929.79 Gate Valve 56 set 53,088.00 ₱24,517.60 77,605.60 4,247.04 1,961.41 6,208.45 Faucet 56 set 53,088.00 ₱24,517.60 77,605.60 4,247.04 1,961.41 6,208.45 Ball Valve 15 set 14,220.00 ₱8,011.60 22,231.60 1,137.60 640.93 1,778.53 Check Valve 45 set 42,660.00 ₱17,664.00 60,324.00 3,412.80 1,413.12 4,825.92 SUB-TOTAL 1,139,452.00 66,916.48 24,239.68 91,156.16
VAT
Total
Indirect Cost
{[(5) + (8)]5%} = 9
(8) + (9) = 10
TOTAL COST (5) + (10) = 11
17,013.39 31,677.61 4,190.70 4,190.70 1,200.51 3,257.50 61,530.41
42,218.42 78,607.40 10,399.15 10,399.15 2,979.03 8,083.42 152,686.57
357,281.22 665,229.80 88,004.75 88,004.75 25,210.63 68,407.42 1,292,138.57
13,426.56 23,349.56 8,173.40 31,799.69 18,873.95 21,692.75 12,836.75 38,809.09 15,261.03 184,222.77
33,317.76 57,941.49 20,282.13 78,910.35 46,835.36 53,830.16 31,854.16 96,304.03 37,869.95 457,145.40
281,957.76 490,340.69 171,641.33 667,793.55 396,352.96 455,547.76 269,571.76 814,990.83 320,481.55 3,868,678.20
C.1.2.0 WATERLINES (includes all required fittings, hangers, supports and fixing to soffits / walls, etc.) - UNITEC SUB-TOTAL C.1.2.0 DRAINAGE (includes all required fittings, hangers & supports and fixing to soffit / walls etc.) 206.0 Drains, Unilex brand 206.1 Floor Drains (FD) 206.2 sets 100mm dia sets 206.3 75mm dia sets 50mm dia Gutter Drains (GD) C.1.3.0 MISCELLANEOUS 1.3.1 lgt flat bar 1 x 3/16 x 20 1.3.2 lgt full threaded round bar 3/8 x 10 1.3.3 pcs nuts & washers 3/8 1.3.4 pcs Expansion shield 3/8 1.3.5 pcs drill bit 3/8 1.3.6 pcs drill bit 5/8 SUB-TOTAL C.2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9
EQUIPMENT and FIXTURE (includes all accessories, p-traps, angle valve, flexible hose, sealants, etc.) - units including fittings to be supplied by Owner and to be installed by Contractor Water Closet 32 sets ₱219,200.00 ₱29,440.00 ₱248,640.00 17,536.00 2,355.20 19,891.20 Shower 164 sets ₱317,340.00 ₱115,059.20 ₱432,399.20 25,387.20 9,204.74 34,591.94 Floor Drain 165 sets ₱36,300.00 ₱115,059.20 ₱151,359.20 2,904.00 9,204.74 12,108.74 Urinals 150 sets ₱330,000.00 ₱258,883.20 ₱588,883.20 26,400.00 20,710.66 47,110.66 Lavatory 50 sets ₱325,000.00 ₱24,517.60 ₱349,517.60 26,000.00 1,961.41 27,961.41 Tissue Holder 164 sets ₱377,200.00 ₱24,517.60 ₱401,717.60 30,176.00 1,961.41 32,137.41 Soap Holder 164 sets ₱213,200.00 ₱24,517.60 ₱237,717.60 17,056.00 1,961.41 19,017.41 Hand Dryer 164 sets ₱583,840.00 ₱134,846.80 ₱718,686.80 46,707.20 10,787.74 57,494.94 Exhaust Fan 164 sets ₱196,800.00 ₱85,811.60 ₱282,611.60 15,744.00 6,864.93 22,608.93 SUB-TOTAL 3,411,532.80 207,910.40 65,012.22 272,922.62
C.3.0 PUMPS and EQUIPMENT (to include pump room control, switches accessories and test run of all equipment) (Supply and Installation) 3.1 Motor pump 1 lot 33,690.00 ₱ 196,000.00 229,690.00 2,695.20 3.2 Booster Pump (includes controls/alternator , etc) by 1.00 l ot 18,750.00 ₱ 656,250.00 675,000.00 1,500.00 SUB-TOTAL 904,690.00 4,195.20 C. TOTAL for PLUMBING/SANITARY WORKS 5,455,674.80 279,022.08
15,680.00 52,500.00 68,180.00
18,375.20 54,000.00 72,375.20
12,403.26 36,450.00 48,853.26
30,778.46 90,450.00 121,228.46
260,468.46 765,450.00 1,025,918.46
157,431.90
436,453.98
294,606.44
731,060.42
6,186,735.22
Item No.
D. 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 2.1
Description
Qty
ELECTRICAL WORKS High Frequency Lamp Pinlights Neon Lights Cove Light Panel Board with Breakers Bush Bar Conduit Wires Wiring Devices Switches Convenience Outlet
Unit
Unit Cost Mat'l
Labor
Total Unit Cost 5
set set set set set set length roll pc set set SUB-TOTAL:
253 67 12 14 1 1 1670 98 1485 465 1020
₱3,795,000.00 ₱21,440.00 ₱14,400.00 ₱221,200.00 ₱15,420.00 ₱267,000.00 ₱3,231,450.00 ₱676,200.00 ₱37,125.00 ₱143,220.00 ₱129,540.00
₱3 08 ,7 89 .6 0 ₱17,951.40 ₱8,395.20 ₱73,552.80 ₱241,842.00 ₱93,148.00 ₱86,294.40 ₱228,768.00 ₱228,768.00 ₱135,620.00 ₱228,768.00
₱4 ,1 03 ,7 89 .6 0 ₱39,391.40 ₱22,795.20 ₱294,752.80 ₱257,262.00 ₱360,148.00 ₱3,317,744.40 ₱904,968.00 ₱265,893.00 ₱278,840.00 ₱358,308.00 10,203,892.40
MARK-UPS OCM
PROFIT
OCM + PROFIT
6
7
6+7=8
24,703.17 1,436.11 671.62 5,884.22 19,347.36 7,451.84 6,903.55 18,301.44 18,301.44 10,849.60 18,301.44 132,151.79
328,303.17 18,023.21 8,428.78 73,847.01 242,809.37 93,520.59 86,639.58 229,683.07 229,683.07 136,162.48 229,683.07 1,676,783.40
3 03 ,6 00 .0 0 1,715.20 1,152.00 17,696.00 1,233.60 21,360.00 258,516.00 54,096.00 2,970.00 11,457.60 10,363.20 684,159.60
VAT
Total
{[(5) + (8)]5%} = 9
221,604.64 2,870.73 1,561.20 18,429.99 25,003.57 22,683.43 170,219.20 56,732.55 24,778.80 20,750.12 29,399.55 594,033.79
Indirect Cost
(8) + (9) = 10
549,907.81 20,893.94 9,989.98 92,277.00 267,812.94 116,204.02 256,858.78 286,415.63 254,461.88 156,912.60 259,082.63 2,270,817.19
TOTAL COST (5) + (10) = 11
4,653,697.41 60,285.34 32,785.18 387,029.80 525,074.94 476,352.02 3,574,603.18 1,191,383.63 520,354.88 435,752.60 617,390.63 12,474,709.59
Item No.
E. E.1.0 E.1.1.0 1.1.1 1.1.2 E.1.2.0 1.2.1 1.2.2 1.2.3 1.2.4
Description
Qty
Unit
Unit Cost Mat'l
Labor
MECHANICAL WORKS & FIRE PROTECTION Sprinkler Fire Lines Fire Suppression System Fire Pump ACU Unit Condensing Unit D rain Pipe Condensing Pipe
set lm lot lot ton ton set set SUB-TOTAL
252 720 1 1 36 36 36 36
₱163,800.00 ₱468,000.00 ₱3,750,560.00 ₱1,590,450.00 ₱1,168,650.00 ₱1,152,000.00 ₱23,400.00 ₱23,400.00
68,630.4 114,384.0 661,692.0 334,948.0 401,937.6 334,948.0 17,664.00 228,768.00
Total Unit Cost
MARK-UPS OCM
PROFIT
OCM + PROFIT
5
6
7
6+7=8
232,430.40 582,384.00 4,412,252.00 1,925,398.00 1,570,587.60 1,486,948.00 41,064.00 252,168.00 10,503,232.00
13,104.00 37,440.00 300,044.80 127,236.00 93,492.00 92,160.00 1,872.00 1,872.00 667,220.80
5,490.43 9,150.72 52,935.36 26,795.84 32,155.01 26,795.84 1,413.12 18,301.44 173,037.76
18,594.43 46,590.72 352,980.16 154,031.84 125,647.01 118,955.84 3,285.12 20,173.44 840,258.56
VAT
Total Indirect Cost
{[(5) + (8)]5%} = 9
(8) + (9) = 10
(5) + (10) = 11
31,145.67 78,039.46 591,241.77 258,003.33 210,458.74 199,251.03 5,502.58 33,790.51 1,407,433.09
263,576.07 660,423.46 5,003,493.77 2,183,401.33 1,781,046.34 1,686,199.03 46,566.58 285,958.51 11,910,665.09
12,551.24 31,448.74 238,261.61 103,971.49 84,811.73 80,295.19 2,217.46 13,617.07 567,174.53
TOTAL COST
