Gantt Chart
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DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM 1.0
DESCRIPTION
UNIT
MATERIAL UNIT COST TOTAL
QTY
1.1 1.2 1.3 1.4 1.5 1.6
PLANNING AND DESIGN PREPARATIONS Preparations of Complete Set of Plans Permits and Other Related Works Geotechincal Investigation and Soil Reports Structural Design and Analysis Site Survey Approved Safety and Health Program Total
lot lot lot lot lot lot
1.00 1.00 1.00 1.00 1.00 1.00
2.1 2.2 2.3
GENERAL REQUIREMENTS Temporary Facilities Project Billboard and Other Signages Safety and Health Total
lot lot lot
1.00 1.00 1.00
300,000.00
3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9
SITE WORK Perimeter & Safety Enclosure Site Clearing & Grubbing Eathworks/Excavation Termite Proofing/Soil Poisoning Boulder File & Gravel Fill Earthfill & Embankment Demolition of Existing 2-Storey Building Disposal of Unsuitable Waste Materials Temporary Access to Manpower/Equipment Total
1.00 1.00 2,000.00 1,000.00 800.00 1.00 1.00 1.00 1.00
75,000.00
2.0
3.0
lot lot cu.m sq.m cu.m lot lot lot lot
350.00 100,000.00 150,000.00 50,000.00 50,000.00
Page 1 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00 5,000,000.00
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00 5,000,000.00
300,000.00
75,000.00 10,000.00 150,000.00 10,235,000.00
375,000.00 10,000.00 150,000.00 535,000.00
75,000.00 50,000.00 240,000.00 250,000.00 280,000.00 100,000.00 150,000.00 50,000.00 50,000.00 1,245,000.00
18,750.00 12,500.00 60,000.00 62,500.00 70,000.00 25,000.00 37,500.00 12,500.00 12,500.00 311,250.00
93,750.00 62,500.00 300,000.00 312,500.00 350,000.00 125,000.00 187,500.00 62,500.00 62,500.00 1,556,250.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9
5.0 5.1
DESCRIPTION STRUCTURAL CONCRETE WORKS Pile Footing 400X400X18m with 6-12.7mmø strands;f'c=5000 psi @ 28days: Concrete Formworks Forms, Scaffoldings and Accessories Foundation/Pile Cap Ready Mix -4000psi3/4" @ 28 days Footing Tie Beams (Concrete) Ready mix- 4000 psi 3/4" @28days Column Pedestal (Concrete) Ready mix- 4000 psi 3/4" @28days Shearwall/Elavator Pit Slabs (Concrete) Ready mix- 4000 psi 3/4" @28days Suspended Slabs (Concrete) Ready mix- 3000 psi 3/4" @28days Slab on Fill (Concrete) Ready mix 2500 psi 3/4" @28 days Stairs (Concrete) Ready mix 2500 psi 3/4" @28 days Cisterns ( Potable & Fire) Concrete Ledge Total STRUCTURAL REINFORCING STEEL WORKS Pile Cap (Rebars) 20mm ø x 6m Deformed Steel Bar 25mm ø x 6m Deformed Steel Bar
MATERIAL UNIT COST TOTAL
UNIT
QTY
pcs l.m sq. m. lot cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. lot cu.m.
116.00 2,088.00 720.00 1.00 380.00 380.00 80.00 80.00 80.00 80.00 95.00 95.00 450.00 450.00 135.00 135.00 25.00 25.00 1.00 200.00
kg kg kg
51,213.00 16,302.00 24,255.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
4,300.00
8,978,400.00
1,346,760.00
10,325,160.00
450,000.00
450,000.00
45,000.00
495,000.00
5,000.00
1,900,000.00
475,000.00
2,375,000.00
5,000.00
400,000.00
100,000.00
500,000.00
5,000.00
400,000.00
100,000.00
500,000.00
5,000.00
475,000.00
118,750.00
593,750.00
4,500.00
2,025,000.00
506,250.00
2,531,250.00
3,500.00
472,500.00
118,125.00
590,625.00
3,500.00 300,000.00 5,000.00
87,500.00 300,000.00 1,000,000.00 16,488,400.00
21,875.00 75,000.00 250,000.00 3,156,760.00
109,375.00 375,000.00 1,250,000.00 19,645,160.00
32.00 32.00
521,664.00 776,160.00
Page 2 of 59
-
521,664.00 776,160.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 12mm ø x 6m Deformed Steel Bar Tie Wire (Gauge #16)
UNIT kg rolls
MATERIAL UNIT COST TOTAL
QTY 10,656.00 35.00
32.00 1,900.00
Page 3 of 59
340,992.00 66,500.00
UNIT
LABOR COST TOTAL
GRAND TOTAL -
340,992.00 66,500.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM 5.2
5.3
5.4
5.5
5.6
5.7
DESCRIPTION Footing Tie Beams (Rebars) 10mm ø Deformed Steel Bar 20mm ø Deformed Steel Bar Tie Wire (Gauge #16) Column Pedestal (Rebars) 10mm ø Deformed Steel Bar 25mm ø Deformed Steel Bar Tie Wire (Gauge #16) Shearwall/Elavator Pit Slabs (Rebars) 10mm ø Deformed Steel Bar 12mm ø Deformed Steel Bar 25mm ø Deformed Steel Bar Tie Wire (Gauge #16) Suspended Slabs (Rebars and Steel Deck) Steel Deck 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) Slab on Fill (Rebars) 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) Stairs (Rebars) 10mm ø Deformed Steel Bar 20mm ø Deformed Steel Bar Tie Wire (Gauge #16) Cisterns ( Potable & Fire) Concrete Ledge Lintel Beams
UNIT kg kg kg rolls kg kg kg rolls kg kg kg kg rolls kg l.m kg rolls kg kg rolls kg kg kg rolls lot kg kg
MATERIAL UNIT COST TOTAL
QTY 13,901.00 1,674.00 12,227.00 20.00 28,308.00 5,208.00 23,100.00 25.00 2,899.50 2,232.00 667.50 19,057.50 20.00 11,138.00 5,000.00 6,138.00 20.00 6,158.00 6,138.00 20.00 834.75 279.00 555.75 1.00 1.00 10,000.00 25,000.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
32.00 32.00 1,900.00
53,568.00 391,264.00 38,000.00
-
53,568.00 391,264.00 38,000.00
32.00 32.00 1,900.00
166,656.00 739,200.00 47,500.00
-
166,656.00 739,200.00 47,500.00
32.00 32.00 32.00 1,900.00
71,424.00 21,360.00 609,840.00 38,000.00
-
71,424.00 21,360.00 609,840.00 38,000.00
455.00 32.00 1,900.00
2,275,000.00 196,416.00 38,000.00
-
2,275,000.00 196,416.00 38,000.00
32.00 1,900.00
196,416.00 38,000.00
-
196,416.00 38,000.00
32.00 32.00 1,900.00 285,000.00 32.00 32.00
8,928.00 17,784.00 1,900.00 285,000.00 320,000.00 800,000.00
-
8,928.00 17,784.00 1,900.00 285,000.00 320,000.00 800,000.00
Page 4 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
UNIT
QTY
MATERIAL UNIT COST TOTAL
Total
8,059,572.00
Page 5 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL -
8,059,572.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
6.0
DESCRIPTION
STRUCTURAL STEEL WORKS 6.1 Bolted Structural Steel 6.1.1 Second Floor SB (WF 16 X 100) SB1 (WF 16 X 89) SB2 (WF 16 X 77) SB a (WF 16 X 89) SC1 9WF 18 X 119) SC2 (WF 14 X 82) 6.1.2 Third Floor SB3 9WF 16 X 100) SB4 (WF 16 X 89) SB5 (WF 16 X 77) SB a (WF 16 X 89) PC (WF 14 X 82) 6.1.3 Fourth Floor SB3 9WF 16 X 100) SB7 (WF 14 X 99) SB8 (WF 14 X 82) SB b (WF 14 X 99) PC (WF 14 X 82) 6.1.4 Fifth Floor SB9 (WF 16 X 99) SB10 (WF 14 X 61) SB c (WF 14 X 61) PC (WF 14 X 82)
UNIT
kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg
MATERIAL UNIT COST TOTAL
QTY
172,655.75 79,786.09 12,176.44 30,576.07 4,549.14 39,706.01 5,862.00 132,949.74 79,786.09 12,176.44 30,576.07 4,549.14 5,862.00 101,204.47 40,206.00 13,389.27 36,744.94 5,002.25 5,862.00 108,304.52 77,579.88 21,800.00 3,062.64 5,862.00
Page 6 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL
32.00 32.00 32.00 32.00 32.00 32.00
2,553,154.85 389,646.16 978,434.22 145,572.50 1,270,592.17 187,584.00
-
2,553,154.85 389,646.16 978,434.22 145,572.50 1,270,592.17 187,584.00
32.00 32.00 32.00 32.00 32.00
2,553,154.85 389,646.16 978,434.22 145,572.50 187,584.00
-
2,553,154.85 389,646.16 978,434.22 145,572.50 187,584.00
32.00 32.00 32.00 32.00 32.00
1,286,592.00 428,456.61 1,175,838.18 160,072.16 187,584.00
-
1,286,592.00 428,456.61 1,175,838.18 160,072.16 187,584.00
32.00 32.00 32.00 32.00
2,482,556.19 697,600.00 98,004.59 187,584.00
-
2,482,556.19 697,600.00 98,004.59 187,584.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
6.1.5 Roof Deck SB12 (WF 12 X 79)
UNIT kg kg
MATERIAL UNIT COST TOTAL
QTY 101,557.44 54,371.45
Page 7 of 59
32.00
1,739,886.30
UNIT
LABOR COST TOTAL
GRAND TOTAL
-
1,739,886.30
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
6.2
6.3
7.0 7.1
7.2
DESCRIPTION SB13 (WF 12 X 65) SB d (WF 12 X 65) PC (WF 14 X 82) Hardware Materials Assorted CW Nails 25mm thick MS Plate beam support 1"ø Bolts w/ nuts and washers Plain G.I. Sheets ( Ga # 22 ) 2"ø x 12" anchor bolts w/ accessories 1 1/2"ø x 12" anchor bolts w/ access. Baseplate 1 1/2" x 20" x 20" Baseplate 1" x 16" Baseplate 1" x 16" x 16" Welding rod (fuji brand or equal) Concrete Nails Equipment Rentals Total MASONRY Exterior and interior CHB Partition 6" CHB 4" CHB 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) 40 bags Cement Sand Construction of Cistern Tank
UNIT kg kg kg lot kgs pcs pcs pcs pcs pcs pcs pcs pcs boxes kgs lot
sq.m pcs pcs kg rolls bag cu.m set
MATERIAL UNIT COST TOTAL
QTY 40,453.18 3,801.82 2,931.00 1.00 400.00 1,500.00 10,000.00 35.00 410.00 50.00 51.00 6.00 8.00 350.00 5.00 1.00
3,089.20 18,175.00 20,440.00 8,620.87 65.39 2,684.90 222.94 3.00
32.00 32.00 32.00
1,294,501.70 121,658.12 93,792.00
100.00 350.00 30.00 1,650.00 250.00 150.00 1,500.00 700.00 1,200.00 1,200.00 120.00 3,000,000.00
40,000.00 525,000.00 300,000.00 57,750.00 102,500.00 7,500.00 76,500.00 4,200.00 9,600.00 420,000.00 600.00
25.00 19.00 32.00 1,900.00 260.00 1,000.00
Page 8 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL -
1,294,501.70 121,658.12 93,792.00
21,277,151.47
10,000.00 131,250.00 75,000.00 14,437.50 25,625.00 1,875.00 19,125.00 1,050.00 2,400.00 105,000.00 150.00 3,000,000.00 3,385,912.50
50,000.00 656,250.00 375,000.00 72,187.50 128,125.00 9,375.00 95,625.00 5,250.00 12,000.00 525,000.00 750.00 3,000,000.00 24,663,063.97
454,375.00 388,360.00 275,867.99 124,246.69 698,073.43 222,943.60
113,593.75 97,090.00 -
567,968.75 485,450.00 275,867.99 124,246.69 698,073.43 222,943.60
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 3000 psi Concrete 12mm ø Deformed Steel Bar
UNIT cu.m kg
MATERIAL UNIT COST TOTAL
QTY 48.98 5.00
3,500.00 32.00
Page 9 of 59
171,412.50 160.00
UNIT
LABOR COST TOTAL
GRAND TOTAL -
171,412.50 160.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
7.3
7.4 7.5 7.6
8.0 8.1 8.2 8.3
DESCRIPTION Tie Wire (Gauge #16) Construction of Septic Vaults Excavation 6" CHB 40 bags Cement Sand 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) 2500 psi Concrete 12mm ø Deformed Steel Bar Tie Wire (Gauge #16) Construction of Catch Basin Construction of Grease Trap Waterproofing at Roofdeck and All Toilet Total
MATERIAL UNIT COST TOTAL
UNIT
QTY
kg set cu.m pcs bag cu.m kg kg cu.m kg kg set sq.m sq.m
9.37 2.00 14.42 762.00 98.20 5.43 43.85 2.55 5.31 61.11 22.93 12.00 25.00 1,300.00
ROOFING AND METALWORKS Roof Frames at Roof Deck and Fire Exit Frames sq.m Roofing Sheets with Insulation at Roof Deck sq.m Installation of Handrails lot Main Stair 50mm Ø Stainless Steel Pipe Handrail (Vert. pcs. 1100mm) 50mm Stainless Steel Pipe Handrail (Diag pcs. 2200mm) 50mm Stainless Steel Pipe Handrail (Diag pcs. 2550mm) 50mm Stainless Steel Pipe Handrail (Hort pcs. 2300mm) Stainless Steel Glass Clamp pcs. Stainless Steel Faceplate pcs.
UNIT
LABOR COST TOTAL
GRAND TOTAL
100.00
936.65
300.00 27.00 260.00 1,000.00 32.00 90.00 3,500.00 32.00 100.00 1,000.00 100.00 550.00
4,326.30 20,574.00 25,532.40 5,434.53 1,403.10 229.13 18,571.00 1,955.48 2,293.23 12,000.00 2,500.00 715,000.00 3,146,195.04
3,000.00 625.00 178,750.00 393,058.75
4,326.30 20,574.00 25,532.40 5,434.53 1,403.10 229.13 18,571.00 1,955.48 2,293.23 15,000.00 3,125.00 893,750.00 3,539,253.79
823.00 823.00 1.00
750.00 550.00
617,250.00 452,650.00
185,175.00 135,795.00
802,425.00 588,445.00
17.00 7.00 3.00 3.00 168.00 46.00
6,500.00 6,500.00 6,500.00 6,500.00 2,500.00 3,500.00
110,500.00 45,500.00 19,500.00 19,500.00 420,000.00 161,000.00
27,625.00 11,375.00 4,875.00 4,875.00 105,000.00 40,250.00
138,125.00 56,875.00 24,375.00 24,375.00 525,000.00 201,250.00
Page 10 of 59
-
936.65
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Fire Exit Stair 20mm Ø B.I Pipe Schedule 20 (Vert)
UNIT
pcs.
MATERIAL UNIT COST TOTAL
QTY
39.00
850.00
Page 11 of 59
33,150.00
UNIT
LABOR COST TOTAL
9,945.00
GRAND TOTAL
43,095.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 50mm B.I pipe Schedule 40 (Horizontal) 50mm B.I pipe Schedule 40 (Diagonal) welding electrode Total
9.0 9.1
9.2
9.3
PLUMBING/SANITARY WORKS Vent Storm Drainage Waste & Sanitary Line 100mm Ø Equal Tee 50mm Ø Equal Tee 100mm Ø 90˚ Elbow 50mm Ø 90˚ Elbow 100mm Ø Double Wye Branch 100mm x 50mm Ø Wye Branch 100mm x 50mm Ø 45˚ Elbow 100mm x 50mm Reducer Coupling 50mm Ø P-Trap 50mm End Cap 100mm Cleanout 50mm Ø PVC Pipe (Vent) 100mm Ø PVC Pipe (Soil) 150mm Ø PVC Pipe (Soil) Pipes & Fittings 20mm Dome Strainer 200mm Ø PVC Pipe Waterline Connection 25mm End Cap 40mm Check Valve
UNIT
MATERIAL UNIT COST TOTAL
QTY
pcs. pcs. box
5.00 8.00 10.00
lot pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs lot pcs pcs lot pcs pcs
1.00 39.00 72.00 39.00 100.00 1.00 214.00 35.00 58.00 128.00 39.00 45.00 105.00 80.00 45.00 1.00 10.00 80.00 1.00 49.00 2.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
1,900.00 1,900.00 2,500.00
9,500.00 15,200.00 25,000.00 1,928,750.00
2,850.00 4,560.00 7,500.00 539,825.00
12,350.00 19,760.00 32,500.00 2,468,575.00
300.00 250.00 230.00 200.00 250.00 280.00 200.00 220.00 180.00 160.00 211.00 1,850.00 2,100.00 2,600.00
11,700.00 18,000.00 8,970.00 20,000.00 250.00 59,920.00 7,000.00 12,760.00 23,040.00 6,240.00 9,495.00 194,250.00 168,000.00 117,000.00
3,510.00 5,400.00 2,691.00 6,000.00 75.00 17,976.00 2,100.00 3,828.00 6,912.00 1,872.00 2,848.50 58,275.00 50,400.00 35,100.00
15,210.00 23,400.00 11,661.00 26,000.00 325.00 77,896.00 9,100.00 16,588.00 29,952.00 8,112.00 12,343.50 252,525.00 218,400.00 152,100.00
460.00 2,700.00
4,600.00 216,000.00
1,380.00 64,800.00
5,980.00 280,800.00
201.00 1,800.00
9,849.00 3,600.00
2,954.70 1,080.00
12,803.70 4,680.00
Page 12 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 40mm Gate Valve 25mm Gate Valve
UNIT pcs pcs
MATERIAL UNIT COST TOTAL
QTY 2.00 77.00
1,900.00 1,450.00
Page 13 of 59
3,800.00 111,650.00
UNIT
LABOR COST TOTAL 1,140.00 33,495.00
GRAND TOTAL 4,940.00 145,145.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 20mm Gate Valve 40mm x 25mm PVC Wye Reducer 32mm x 25mm PVC Wye Reducer 40mm 90˚ Elbow 25mm 90˚ Elbow 1" PPR Bull Valve 1 1/2" PPR Bull Valve 1 1/2 PPR Coupling red 1" PPR Pipe 1/2" PPR Pipe 1- 1/2" PPR Pipe 1" PPR Coupling 1-1/2" PPR Coupling 1/2" PPR Coupling 1" PPR Plain elbow 1/2" Plain elbow 1-1/2" pPlain elbow 1"PPR Tee 1-1/2"PPR Tee 1/2 "PPR Tee 1-1/2" x 1" PPR Tee reducer 1 1/2" x 1" PPR Coupling Red 1/2 C-2Al PPR shower Valve 1" PPR elbow female adaptor 1/2" PPR elbow female adaptor 1/2" PPR male adaptor 3/4" PPR pipe
UNIT pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs
MATERIAL UNIT COST TOTAL
QTY 1.00 10.00 4.00 4.00 63.00 27.00 12.00 70.00 70.00 35.00 40.00 35.00 27.00 25.00 85.00 60.00 50.00 70.00 25.00 25.00 50.00 30.00 7.00 50.00 50.00 20.00 70.00
1,450.00 260.00 220.00 200.00 95.00 2,500.00 2,800.00 670.00 2,000.00 1,500.00 1,900.00 215.00 235.00 198.00 260.00 200.00 250.00 235.00 265.00 190.00 350.00 300.00 1,500.00 280.00 255.00 255.00 1,800.00
Page 14 of 59
1,450.00 2,600.00 880.00 800.00 5,985.00 67,500.00 33,600.00 46,900.00 140,000.00 52,500.00 76,000.00 7,525.00 6,345.00 4,950.00 22,100.00 12,000.00 12,500.00 16,450.00 6,625.00 4,750.00 17,500.00 9,000.00 10,500.00 14,000.00 12,750.00 5,100.00 126,000.00
UNIT
LABOR COST TOTAL 435.00 780.00 264.00 240.00 1,795.50 20,250.00 10,080.00 14,070.00 42,000.00 15,750.00 22,800.00 2,257.50 1,903.50 1,485.00 6,630.00 3,600.00 3,750.00 4,935.00 1,987.50 1,425.00 5,250.00 2,700.00 3,150.00 4,200.00 3,825.00 1,530.00 37,800.00
GRAND TOTAL 1,885.00 3,380.00 1,144.00 1,040.00 7,780.50 87,750.00 43,680.00 60,970.00 182,000.00 68,250.00 98,800.00 9,782.50 8,248.50 6,435.00 28,730.00 15,600.00 16,250.00 21,385.00 8,612.50 6,175.00 22,750.00 11,700.00 13,650.00 18,200.00 16,575.00 6,630.00 163,800.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 3/4" PPr elbow Plain 1 1/2" x 3/4" PPR Tee reducer
UNIT pcs pcs
MATERIAL UNIT COST TOTAL
QTY 30.00 20.00
255.00 300.00
Page 15 of 59
7,650.00 6,000.00
UNIT
LABOR COST TOTAL 2,295.00 1,800.00
GRAND TOTAL 9,945.00 7,800.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 3/4" PPR tee 3/4" x 1/2" PPR Coupling Reducer 1 1/4" flat bar Angular hanger Solvent Cement 400cc Vulcaseal Non sag epoxy 8" U-Volt 6" U-Volt 4" U-Volt Total
10.0
ELECTRICAL WORKS 10.1 Main feeder, Sub-feeder and Circuit Lines Feeder Line w/ Conduits and Fittings Junction Box 4x2 Utility Box 20mm PVC pipe 20mm PVC Elbow 25mm PVC Pipe 25mm PVC Elbow 32mm PVC Pipe 40mm PVC Pipe 63mm PVC Pipe 90mm PVC Pipe Electrical Tape Big PVC Solvent Cement 400 cc
UNIT pcs pcs pcs pcs Cans gals pcs pcs pcs pcs
lot pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs rolls cans
MATERIAL UNIT COST TOTAL
QTY 20.00 20.00 50.00 30.00 150.00 3.00 3.00 25.00 30.00 30.00
255.00 300.00 650.00 120.00 250.00 500.00 450.00 120.00 100.00 95.00
5,100.00 6,000.00 32,500.00 3,600.00 37,500.00 1,500.00 1,350.00 3,000.00 3,000.00 2,850.00 1,832,484.00
40.00 38.00 78.00 12.00 125.00 85.00 155.00 197.00 345.00 718.00 30.00 191.50
32,000.00 22,800.00 195,000.00 2,508.00 12,125.00 1,190.00 7,130.00 3,940.00 3,450.00 2,872.00 19,500.00 38,300.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
1,530.00 1,800.00 9,750.00 1,080.00 11,250.00 450.00 405.00 900.00 900.00 855.00 549,745.20
6,630.00 7,800.00 42,250.00 4,680.00 48,750.00 1,950.00 1,755.00 3,900.00 3,900.00 3,705.00 2,382,229.20
9,600.00 6,840.00 58,500.00 752.40 3,637.50 357.00 2,139.00 1,182.00 1,035.00 861.60 5,850.00 11,490.00
41,600.00 29,640.00 253,500.00 3,260.40 15,762.50 1,547.00 9,269.00 5,122.00 4,485.00 3,733.60 25,350.00 49,790.00
1.00 800.00 600.00 2,500.00 209.00 97.00 14.00 46.00 20.00 10.00 4.00 650.00 200.00
Page 16 of 59
14.00 13.30 27.30 4.20 42.00 29.75 54.60 6,811.95 120.75 251.30 10.50 67.03
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION G.I. Tie Wire # 16 Cable tie 8"
UNIT Kgs bags
MATERIAL UNIT COST TOTAL
QTY 50.00 10.00
100.00 250.00
Page 17 of 59
5,000.00 2,500.00
UNIT
LABOR COST TOTAL 35.00 87.50
1,500.00 750.00
GRAND TOTAL 6,500.00 3,250.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Cable tie 10" IMC Conduit for Feeder and Sub-Feeder 90mmØ Conduit IMC 90mmØ Coupling 90mmØ L&B 90mmØ Elbow Total
11.0
ELECTRONIC WORKS 11.1 Internet, Telephones, CCTV, Paging system Telephone Outlet Bullet Type Camera CATV Outlet Omni Brand Speaker Data Internet Outlet Panasonic Brand WiFi Modem Telephone Terminal Cabinet Main Telephone Terminal Cabinet CATV Amplifier Digital Video Recorder TV Monitor CAT 6, U/UTP Cable 4 Pairs 20mm IMC pipe 1.25mm TF Wire Cat6 UTP Cable Total
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
bags
10.00
300.00
3,000.00
105.00
pcs pcs pairs pcs
50.00 50.00 4.00 10.00
4,300.00 1,100.00 1,200.00 3,800.00
215,000.00 55,000.00 4,800.00 38,000.00 664,115.00
1,008.00 134.05 420.00 693.35
lot pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs m pcs box box
1.00 46.00 22.00 13.00 15.00 139.00 4.00 1.00 1.00 13.00 1.00 4.00 745.00 249.00 2.00 2.50
Page 18 of 59
-
-
GRAND TOTAL
900.00 64,500.00 16,500.00 1,440.00 11,400.00 199,234.50
3,900.00 279,500.00 71,500.00 6,240.00 49,400.00 863,349.50
323,000.00 323,000.00
323,000.00 323,000.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM 12.0
DESCRIPTION
INSTALLATION OF FIRE PROTECTION SYSTEMS 12.1 Raceways and Wires for Smoke Detectors
UNIT
lot
MATERIAL UNIT COST TOTAL
QTY
1.00
Page 19 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
Smoke Detector Strobe Light Bell Manual Pull Station Remote Annunciator Panel(6 zone) Fire Alarm Control Panel 15mm IMC Pipe (SD) 2.0mm TF Wire (SL) 15mm IMC Pipe (SL) 1.25mm TF Wire 25mm IMC Pipe Panasonic Brand 12.2 Fire Suppression and Fire Alarm System Screwed Fittings Tee 50mm x 50mm 40mm x 40mm 50mm x 25mm 40mm x 25mm 32mm x 25mm 25mm x 25mm Elbow 50 x 90000 40 x 900 25 x 900 Reducer 50 x 40 40 x 32
UNIT
MATERIAL UNIT COST TOTAL
QTY
pcs pcs pcs pcs pcs pcs pcs box pcs box pcs lot
140.00 10.00 10.00 10.00 1.00 1.00 381.00 51.91 18.00 4.50 17.00 1.00
1,000.00 1,200.00 1,500.00 5,000.00 10,000.00 10,000.00 150.00 2,500.00 305.00 2,800.00 610.00
140,000.00 12,000.00 15,000.00 50,000.00 10,000.00 10,000.00 57,150.00 129,775.00 5,490.00 12,600.00 10,370.00
pcs. pcs. pcs. pcs. pcs. pcs.
4.00 22.00 20.00 34.00 26.00 26.00
285.00 270.00 285.00 270.00 262.50 120.00
pcs. pcs. pcs.
4.00 17.00 456.00
pcs. pcs.
26.00 4.00
UNIT
LABOR COST TOTAL 35,000.00 3,000.00 3,750.00 12,500.00 2,500.00 2,500.00 14,287.50 32,443.75 1,372.50 3,150.00 2,592.50
175,000.00 15,000.00 18,750.00 62,500.00 12,500.00 12,500.00 71,437.50 162,218.75 6,862.50 15,750.00 12,962.50
1,140.00 5,940.00 5,700.00 9,180.00 6,825.00 3,120.00
285.00 1,485.00 1,425.00 2,295.00 1,706.25 780.00
1,425.00 7,425.00 7,125.00 11,475.00 8,531.25 3,900.00
300.00 277.50 90.00
1,200.00 4,717.50 41,040.00
300.00 1,179.38 10,260.00
1,500.00 5,896.88 51,300.00
300.00 279.00
7,800.00 1,116.00
1,950.00 279.00
9,750.00 1,395.00
Page 20 of 59
250.00 300.00 375.00 1,250.00 2,500.00 2,500.00 37.50 625.00 76.25 700.00 152.50
GRAND TOTAL
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 30 x 25 Cap 1/2
UNIT pcs. pcs.
MATERIAL UNIT COST TOTAL
QTY 26.00 2.00
264.00 240.00
Page 21 of 59
6,864.00 480.00
UNIT
LABOR COST TOTAL 1,716.00 120.00
GRAND TOTAL 8,580.00 600.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
Plug 1/2 12.3 Sprinkler Heads and other Accessories 12.3.1 Groundfloor Fire Hose Fire Hose Valve 2 1/2 Floor Control Valve FDC, 65mm 2 wax B.I. Pipe Sched 40 STD 100mm 50mm 40mm 32mm 25mm Elbow (Welded) 100 x 90 Tee (Welded) 100 x 100 Flange (Welded) 100mm Reducer (Welded) 100 x 40mm Threadulet (Welded) 40mm 50mm 25mm 12.3.2 Second to Fourth Floor B.I. Pipe Sched 40 STD
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
GRAND TOTAL
pcs. lot
114.00 1.00
75.00
8,550.00
2,137.50
10,687.50
set set set set
3.00 1.00 1.00 1.00
23,000.00 11,200.00 85,000.00 33,000.00
69,000.00 11,200.00 85,000.00 33,000.00
17,250.00 2,800.00 21,250.00 8,250.00
86,250.00 14,000.00 106,250.00 41,250.00
mts mts mts mts mts
57.00 48.00 159.00 94.00 205.00
2,400.00 900.00 600.00 540.00 567.00
136,800.00 43,200.00 95,400.00 50,760.00 116,235.00
34,200.00 10,800.00 23,850.00 12,690.00 29,058.75
171,000.00 54,000.00 119,250.00 63,450.00 145,293.75
pcs
9.00
675.00
6,075.00
1,518.75
7,593.75
pcs
4.00
675.00
2,700.00
675.00
3,375.00
pcs
36.00
900.00
32,400.00
8,100.00
40,500.00
pcs
1.00
450.00
450.00
112.50
562.50
pcs pcs pcs
14.00 4.00 4.00
450.00 675.00 375.00
6,300.00 2,700.00 1,500.00
1,575.00 675.00 375.00
7,875.00 3,375.00 1,875.00
Page 22 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 100mm x 6mts 40mm x 6mts
UNIT mts mts
MATERIAL UNIT COST TOTAL
QTY 57.00 119.00
2,400.00 600.00
Page 23 of 59
136,800.00 71,400.00
UNIT
LABOR COST TOTAL 34,200.00 17,850.00
GRAND TOTAL 171,000.00 89,250.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
MATERIAL UNIT COST TOTAL
QTY
LABOR COST TOTAL
DESCRIPTION
UNIT
32mm x 6mts 25mm x 6mts 50mm x 6mts Elbow (Welded) 100 x 900 Tee (Welded) 150 x 100 Reducer (Welded) 100 x 40mm Threadulet (Welded) 40mm 25mm Flange (Welded) 100mm Tee (Screwed) 40 x 40 40 x 25 32 x 25 25 x 25 Elbow (Screwed) 40 x 900 25 x 900 Reducer (Screwed) 40 x 32 32 x 25 40 xcomplete 25 Including set and power termination, inspections, sight glass and test valve pressure gauge
mts mts mts
94.00 322.00 30.00
540.00 567.00 900.00
50,760.00 182,574.00 27,000.00
12,690.00 45,643.50 6,750.00
63,450.00 228,217.50 33,750.00
pcs
4.00
675.00
2,700.00
675.00
3,375.00
pcs
2.00
675.00
1,350.00
337.50
1,687.50
pc
1.00
600.00
600.00
150.00
750.00
pcs pcs
23.00 4.00
600.00 525.00
13,800.00 2,100.00
3,450.00 525.00
17,250.00 2,625.00
pcs
14.00
900.00
12,600.00
3,150.00
15,750.00
pcs pcs pcs pcs
4.00 35.00 40.00 40.00
270.00 270.00 262.50 120.00
1,080.00 9,450.00 10,500.00 4,800.00
270.00 2,362.50 2,625.00 1,200.00
1,350.00 11,812.50 13,125.00 6,000.00
pcs pcs
20.00 452.00
277.50 90.00
5,550.00 40,680.00
1,387.50 10,170.00
6,937.50 50,850.00
pcs pcs pcs set
25.00 25.00 25.00 1.00
279.00 264.00 279.00 85,000.00
6,975.00 6,600.00 6,975.00 85,000.00
1,743.75 1,650.00 1,743.75 21,250.00
8,718.75 8,250.00 8,718.75 106,250.00
Page 24 of 59
UNIT
GRAND TOTAL
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Fire Hose Valve 2 1/2 Fire Hose Cabinet
UNIT set set
MATERIAL UNIT COST TOTAL
QTY 1.00 2.00
11,200.00 23,000.00
Page 25 of 59
11,200.00 46,000.00
UNIT
LABOR COST TOTAL 2,800.00 11,500.00
GRAND TOTAL 14,000.00 57,500.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
Sprinkler Heads (Upright) Sprinkler Heads (Pendent) 12.3.3 Fifth Floor B.I. Pipe Sched 40 STD 100mm x 6mts 40mm x 6mts 32mm x 6mts 25mm x 6mts Elbow (Welded) 100 x 900 Tee (Welded) 150 x 100 Threadulet (Welded) 40mm 25mm Tee (Screwed) 40 x 40 40 x 25 32 x 25 25 x 25 Reducer (Screwed) 40 x 25 32 x 25 40 x 25 25 x 15 Cap 40mm Plug 15mm
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
GRAND TOTAL
pcs pcs
6.00 500.00
375.00 375.00
2,250.00 187,500.00
562.50 46,875.00
2,812.50 234,375.00
mts mts mts mts
57.00 46.00 92.00 155.00
2,400.00 600.00 570.00 567.00
136,800.00 27,600.00 52,440.00 87,885.00
34,200.00 6,900.00 13,110.00 21,971.25
171,000.00 34,500.00 65,550.00 109,856.25
pcs
4.00
675.00
2,700.00
675.00
3,375.00
pcs
1.00
675.00
675.00
168.75
843.75
pcs pcs
17.00 2.00
525.00 475.00
8,925.00 950.00
2,231.25 237.50
11,156.25 1,187.50
pcs pcs pcs pcs
5.00 20.00 40.00 20.00
270.00 270.00 262.50 120.00
1,350.00 5,400.00 10,500.00 2,400.00
337.50 1,350.00 2,625.00 600.00
1,687.50 6,750.00 13,125.00 3,000.00
pcs pcs pcs pcs pcs pcs
4.00 17.00 17.00 96.00 2.00 96.00
279.00 264.00 279.00 75.00 240.00 30.00
1,116.00 4,488.00 4,743.00 7,200.00 480.00 2,880.00
279.00 1,122.00 1,185.75 1,800.00 120.00 720.00
1,395.00 5,610.00 5,928.75 9,000.00 600.00 3,600.00
Page 26 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
UNIT
Including complete set and power termination, inspections, sight glass and test valve pressure gauge Fire Hose Valve 65mm w/ Cap and Chain
set set
MATERIAL UNIT COST TOTAL
QTY 1.00 1.00
85,000.00 11,200.00
Page 27 of 59
85,000.00 11,200.00
UNIT
LABOR COST TOTAL 21,250.00 2,800.00
GRAND TOTAL 106,250.00 14,000.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Fire Hose Cabinet Sprinkler Heads (Upright) Sprinkler Heads (Pendent) Total
13.0
PAINTING WORKS 13.1 Priming and painting of all Steel Structures 13.2 Priming of All Fire Protection Pipes Total
DIRECT COST INDIRECT COST OVERHEAD COST (7%) PROFIT (8%) TAX (5%) TOTAL CONSTRUCTION COST
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
GRAND TOTAL
set pcs pcs
2.00 6.00 90.00
23,000.00 375.00 375.00
46,000.00 2,250.00 33,750.00 2,711,753.50
11,500.00 562.50 8,437.50 677,938.38
57,500.00 2,812.50 42,187.50 3,389,691.88
lot lot
1.00 1.00
60,000.00 60,000.00
60,000.00 60,000.00 2,831,753.50
18,000.00 18,000.00 713,938.38
78,000.00 78,000.00 156,000.00
72,581,145.34 10,887,171.80 5,080,680.17 5,806,491.63 4,173,415.86 87,641,733.00
0.15 0.07 0.08 0.05
Page 28 of 59
PROJECT: CONSTRUCTION OF FOUR ( 4 ) STOREY RESIDENTIAL BUILDING LOCATION: DAVAO CITY COMPLETION TIME: WEEKS
ITEM
1.0 1.1 1.2 1.3 1.4 1.5 1.6 2.0 2.1 2.2 2.3 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.9 4.0 4.1 4.2 5.0 5.1 6.2 6.3
DESCRIPTION
PLANNING AND DESIGN PREPARATIONS Preparations of Complete Set of Plans Permits and Other Related Works Geotechincal Investigation and Soil Reports Structural Design and Analysis Site Survey Approved Safety and Health Program GENERAL REQUIREMENTS Temporary Facilities Project Billboard and Other Signages Safety and Health SITE WORK Perimeter & Safety Enclosure Site Clearing & Grubbing Eathworks/Excavation Termite Proofing/Soil Poisoning Boulder File & Gravel Fill Earthfill & Embankment Temporary Access to Manpower/Equipment STRUCTURAL CONCRETE WORKS Reinforced Concrete (columns, beams, etc.) Concrete Formworks STRUCTURAL REINFORCING STEEL WORKS Deformed Reinforcing Bars Hardware Materials Equipment Rentals
UNIT
QUANTITY
RELATIVE WEIGHT
AMOUNT
lot lot lot lot lot lot
1.00 1.00 1.00 1.00 1.00 1.00
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00
3.444% 2.756% 0.207% 0.276% 0.138% 0.069%
lot lot lot
1.00 1.00 1.00
375,000.00 5,205.24 150,000.00
0.517% 0.007% 0.207%
lot lot cu.m sq.m cu.m cu.m lot
1.00 1.00 789.12 300.00 800.00 68.78 1.00
93,750.00 22,190.00 357,725.00 4,024.00 350,000.00 51,771.89 62,500.00
0.129% 0.031% 0.493% 0.006% 0.482% 0.071% 0.086%
cu. m sq. m.
4,161.38 1,284.48
10,325,160.00 543,071.87
14.226% 0.748%
kg lot lot
51,213.00 1.00 1.00
2,398,698.48 1,929,562.50 3,000,000.00
3.305% 2.658% 4.133%
Page 29 of 59
7.0 7.1 7.2 7.3 7.4 7.5 7.6 8.0
MASONRY Exterior and interior CHB Partition Construction of Cistern Tank Construction of Septic Vaults Construction of Catch Basin Construction of Grease Trap Waterproofing at Roofdeck and All Toilet ROOFING
8.1 8.2 8.3 PLUMBING/SANITARY WORKS 9.1 Plumbing Works 10.0 ELECTRICAL WORKS 10.1 Main feeder, Sub-feeder and Circuit Lines 11.0 ELECTRONIC WORKS 11.1 Internet, Telephones, CCTV, Paging system 12.0 INSTALLATION OF FIRE PROTECTION SYSTEMS 12.1 Raceways and Wires for Smoke Detectors 12.2 Fire Suppression and Fire Alarm System 12.3 Sprinkler Heads and other Accessories 12.3.1 Groundfloor 12.3.2 Second to Fourth Floor 13.0 PAINTING WORKS 13.1 Painting (Masonry/Concrete) 13.2 Painting (Wood)
sq.m set set set sq.m sq.m
3.00 2.00 12.00 25.00 1,300.00
172,509.15 80,319.18 15,000.00 3,125.00 893,750.00
0.000% 0.238% 0.111% 0.021% 0.004% 1.231%
sq.m sq.m lot
823.00 823.00 1.00
802,425.00 588,445.00 1,077,705.00
1.106% 0.811% 1.485%
lot
1.00
356,781.77
0.492%
lot
1.00
863,349.50
1.189%
lot
1.00
323,000.00
0.445%
lot lot lot
1.00 1.00 1.00
565,481.25 129,590.63
0.779% 0.179%
865,900.00 1,157,805.00
1.193% 1.595%
1.00 1.00
167,835.46 117,566.43
0.231% 0.162%
TOTAL DIRECT COST
32,849,247.34
45.26%
9.0
sq.m sq.m
Page 30 of 59
DETA
LABOR/EQUI PMENT PRODUCTIVI TY
MAN
WEIGHT PER WEEK
PREDECESSOR
DURATION IN WEEKS
0.574% 0.689% 0.103% 0.069% 0.069% 0.034%
1.4, 1.5 1.1
1.2
6.00 4.00 2.00 4.00 2.00 2.00
0.258% 0.007% 0.103%
1.6 1.2 1.6
2.00 1.00 2.00
0.129% 0.015% 0.164% 0.001% 0.161% 0.024% 0.086%
2.1, 2.2 3.7 3.2 3.2 3.3, 3.4 4.4, 4.5 2.1
1.00 2.00 3.00 7.00 3.00 3.00 1.00
1.3
30
cu.m./man-week
10
3 20
pcs./man-week sq.m./man-week
5 10
0.051% 0.107%
3.3 3.2
278.00 7.00
600
kg/man-week
10
0.367% 0.072% 0.112%
3.2 4.4, 4.5 4.4, 4.5
9.00 37.00 37.00
Page 31 of 59
1
2
3
4
5
6
7
0.574%
0.103%
0.103%
0.069%
0.069%
0.069%
0.069%
0.069%
0.069%
8
0.574%
9
0.574%
18
sq.m./man-week
10 10 5 5 5
#DIV/0! 0.026% 0.111% 0.021% 0.004% 0.308%
4.7 3.3 7.2 7.3 7.4 4.7
0.00 9.00 1.00 1.00 1.00 4.00
0.138% 0.203% 0.371%
4.7 8.1 4.9
8.00 4.00 4.00
0.041%
4.4, 4.5
12.00
0.099%
6.1.5
12.00
0.056%
10.1
8.00
0.195% 0.045%
10.1, 13.2 12.1
4.00 4.00
0.398% 0.266%
12.2 12.3.1
3.00 6.00
0.039% 3.2 6.00 0.040% 13.1 4.00 WEEKLY PROJECTED ACCCOMPLISHMENT CUMULATIVE PROJECTED ACCOMPLISHMENT
Page 32 of 59
0.172%
0.172%
0.069%
0.069%
0.069%
0.069%
0.574%
0.574%
0.574%
0.17%
0.34%
0.41%
0.48%
0.55%
0.62%
1.19%
1.77%
2.34%
DETAILED GANTT CHART, S-CURVE, MANPOWER AND EQUIPM
10
11
12
0.574%
0.574%
0.574%
13
14
15
16
0.689%
0.689%
0.689%
0.689%
17
18
0.034%
0.034%
19
20
0.258%
0.258%
0.103%
0.103%
21
22
23
24
25
26
0.015%
0.015%
27
28
29
30
31
32
33
0.164%
0.164%
0.164%
0.164%
0.164%
0.164%
0.164%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
34
35
36
37
38
0.161%
0.051%
0.051%
0.051%
0.007%
0.129%
0.161%
0.161%
0.024%
0.024%
0.024%
0.086%
Page 33 of 59
0.107%
0.107%
0.107%
0.107%
0.367%
0.367%
0.367%
0.367%
0.051%
0.051%
0.051%
0.051%
0.051%
0.367%
0.367%
0.367%
0.367%
0.367%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.039%
0.039%
0.039%
0.039%
0.039%
0.026%
0.026%
0.026%
0.026%
0.026%
0.041%
0.041%
0.041%
0.041%
0.041%
0.041%
0.040%
0.040%
0.040%
0.040%
0.039%
0.574%
0.574%
0.574%
0.689%
0.689%
0.689%
0.689%
0.042%
0.034%
0.362%
0.362%
0.215%
0.000%
0.000%
0.000%
0.015%
0.015%
0.678%
0.678%
0.678%
0.678%
0.622%
0.622%
0.872%
0.894%
0.894%
0.503%
0.302%
0.302%
2.92%
3.49%
4.06%
4.75%
5.44%
6.13%
6.82%
6.86%
6.90%
7.26%
7.62%
7.83%
7.83%
7.83%
7.83%
7.85%
7.87%
8.54%
9.22%
9.90%
10.58%
11.20%
11.82%
12.69%
13.59%
14.48%
14.98%
15.29%
15.59%
Page 34 of 59
T, S-CURVE, MANPOWER AND EQUIPMENT SCHEDULE
39
40
0.072%
0.072%
0.112%
0.112%
Page 35 of 59
0.026%
0.026%
0.041%
0.041%
0.251%
0.251%
15.84%
16.09%
Page 36 of 59
UIPMENT SCHEDULE
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
Page 37 of 59
0.026%
0.026% 0.111% 0.021% 0.004%
0.041%
0.041%
0.041%
0.041%
0.251%
0.251%
0.335%
0.245%
0.188%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
16.34%
16.59%
16.93%
17.17%
17.36%
17.54%
17.73%
17.91%
18.09%
18.28%
18.46%
18.65%
18.83%
19.01%
19.20%
19.38%
19.56%
19.75%
19.93%
20.11%
20.30%
20.48%
20.66%
20.85%
21.03%
21.22%
21.40%
21.58%
21.77%
Page 38 of 59
70
71
Page 39 of 59
0.099%
0.000%
0.099%
21.77%
21.87%
Page 40 of 59
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
Page 41 of 59
88
89
90
91
92
93
94
95
96
97
98
99
100
0.099%
0.099%
0.099%
0.099%
0.371%
0.371%
0.371%
0.371%
0.099%
0.099%
0.099%
0.099%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.308%
0.308%
0.308%
0.308%
0.138%
0.138%
0.138%
0.138%
0.099%
0.099%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.138%
0.138%
0.138%
0.138% 0.203%
0.203%
0.203%
0.203%
0.056%
0.056%
0.056%
0.056%
0.045%
0.045%
0.045%
0.045%
#DIV/0!
#DIV/0!
0.398%
0.398%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.266%
0.266%
0.266%
0.266%
0.099%
0.056%
0.056%
0.056%
0.056%
0.195%
0.195%
0.195%
0.195%
0.398%
0.266%
0.266%
0.099%
0.099%
0.099%
0.099%
0.470%
0.470%
0.470%
0.470%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.266%
0.266%
0.000%
21.96%
22.06%
22.16%
22.26%
22.73%
23.20%
23.67%
24.14%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
Page 42 of 59
101
102
Page 43 of 59
0.000%
0.000%
#DIV/0!
#DIV/0!
Page 44 of 59
PROJECT: CONSTRUCTION OF FOUR ( 4 ) STOREY RESIDENTIAL BUILDING LOCATION: DAVAO CITY COMPLETION TIME: WEEKS ITEM 1.0
DESCRIPTION
UNIT
QUANTITY
AMOUNT (Php)
RELATIVE WEIGHT (%)
lot lot lot lot lot lot
1 1 1 1 1 1
2500000 2000000 150000 200000 100000 50000
7.0867 5.6694 0.4252 0.567 0.2835 0.1418
lot lot lot
1 1 1
375000 5205.24 150000
1.063 0.0148 0.4252
lot lot cu.m sq.m cu.m cu.m lot
1 1 789.12 300 800 68.78 1
93750 22190 357725 4024 350000 51771.89 625000
0.2658 0.063 1.0141 0.0115 0.9922 0.1468 1.7717
cu.m sq.m
4161.38 1284.48
10325160 543071.87
29.2684 1.5395
kg lot lot lot
51213 1 1 1
2398698.48 575461.64 1929562.5 3000000
6.7996 1.6313 5.4697 8.504
pcs. set set sq.m lot sq.m
14527 2 7 25 1 300
343049.39 80319.18 15000 3125 151161.6 469306.89
0.9725 0.2277 0.0426 0.0089 0.4285 1.3304
lot lot
1 1
354936.03 1849996.16
1.0062 5.2442
lot
1
356781.77
1.0114
lot lot
1 1
850276.4 538154.4
2.4103 1.5255
PLANNING AND DESIGN PREPARATION
1.1 1.2 1.3 1.4 1.5 1.6 2.0
Preparation Of Complete Set Of Plans Permits and Other Related Works Geotechnical investigation and Soil Reports Structural Design and Analysis Site Survey Approve Safety and Health Program GENERAL REQUIREMENTS
2.1 2.2 2.3 3.0
Temporary Facilities Project Billboard and Other Signages Safety and Health SITE WORK
3.1 3.2 3.3 3.4 3.5 3.6 3.7 4.0
Perimeter and Safety Enclosure Site Clearing and Grubbing Earthworks / Excavation Termite Proofing / Soil Poisoning Boulder File and Gravel Fill Earthfill and Embankent Temporary Access to Manpower / Equipment STRUCTURAL CONCRETE WORKS
4.1 4.2 5.0
Reinforced Concrete (Columns , Beams , Footing, etc.) Concrete Formworks STRUCTURAL STEEL WORKS
5.1 5.2 5.3 5.4 6.0
Deformed Reinforcing Bars Railings Hardware Materials Equipment Rentals MASONRY
6.1 6.2 6.3 6.4 6.5 6.6 7.0
CHB Load Bearing 100mm thk Construction of Septic Vaults Construction of Catch Basin Construction of Grease Traps Cement Plaster Finish Waterproofing TILE WORKS
7.1 7.2 8.0
Glaze Tiles and Trims Unglazed Tiles PLUMBING / SANITARY WORKS
8.1 9.0
Plumbing Works DOORS, WINDOWS, & CEILINGS
9.1 9.2
Ceiling Works Jalousie Windows (glass)
9.3 10.0
Doors
1
268268.94
0.7605
lot
1
863349.5
2.4474
lot
1
323000
0.9156
lot lot lot lot
1 1
565481.25 129590.625 865900 1157805
1.603 0.3674 2.4546 3.282
sq.m sq.m
1 1
167835.46 117566.43
0.4758 0.3333
35277524.645
100
ELECTRICAL WORKS
10.1 Main Feede, Sub-Feeder and Circuit Lines 11.0
ELECTRONIC WORKS
11.1 Internet, Telephones, CCTV, & Paging System 12.0
INSTALLATION OF FIRE PROTECTION SYSTEM
12.1 12.2 12.3 12.4 13.0
lot
Raceways and Wires For Smoke Detections Fire Suppression and Fire Alarm System Ground Floor Second to Fourth Floor PAINT WORKS
13.1 Painting (Masonry / Concrete) 13.2 Painting (Wood)
TOTAL DIRECT COST
MANPOWER P
DESIGNAT ION
R
O
J
E
C
T
90 IST QUARTER
D
U
R
A
T
I
O
UTILIZATION N
180 2ND QUARTER
-
( C
A
L
E
270 3RD QUARTER
N
DESIGNAT ION 15
15
15
15
15
Project Engineer
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
Material Engineer
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
Construction Safety Engineer
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
8
8
8
8
8
8
8
8
0
15 ### 15
15###15
0
15
15 15
###10 10 10 10
0
10
10 ### 10
15
10
10
0
4 4
4
4
4
4
2
2
2
2
2
2
2
2
0 0 0
2
0 0
10
10
10
10
10
0
1
1
1
1
1
10 ### 10 1
1
1
10###20 20 20 20 1
1 1
1
Name and Signature of Bidders/Representative
1
1
20 1
RELATIVE WEIGHT (%)
Duration in Weeks
Weight Per Week (%)
Predecessor
7.0867 5.6694 0.4252 0.567 0.2835 0.1418
4 3 2 3 1 1
1.771675 1.8898 0.2126 0.189 0.2835 0.1418
1.4 1.1
1.063 0.0148 0.4252
1 1 1
1.063 0.0148 0.4252
1.6 1.2 1.6
0.2658 0.063 1.0141 0.0115 0.9922 0.1468 1.7717
1 1 2 4 2 2 1
0.2658 0.063 0.50705 0.002875 0.4961 0.0734 1.7717
2.1 3.7 3.2 3.2 3.3 3.3 2.1
29.2684 1.5395
32 4
0.9146375 0.384875
4.2 3.3
6.7996 1.6313 5.4697 8.504
28 2 30 30
0.2428428571 0.81565 0.1823233333 0.2834666667
3.3 4.1 4.2 4.2
0.9725 0.2277 0.0426 0.0089 0.4285 1.3304
8 1 1 1 6 2
0.1215625 0.2277 0.0426 0.0089 0.0714166667 0.6652
4.2 3.3 6.2 6.3 5.3 4.1
1.0062 5.2442
4 6
0.25155 0.8740333333
6.5 6.5
1.0114
14
0.0722428571
4.2
2.4103 1.5255
3 2
0.8034333333 0.76275
4.1 4.1
1
2
3
4
5
7
8
1.7717 1.7717 1.7717 0.2126 0.2126
1.3
0.189 0.2835
1.2
6
0.189 0.189
0.7605
1
0.7605
4.1
2.4474
6
0.4079
5.1
0.9156
4
0.2289
10.1
1.603 0.3674 2.4546 3.282
2 2 1 3
0.8015 0.1837 2.4546 1.094
10.1 12.1 12.2 12.3
0.4758 0.3333
6 4
0.0793 0.083325
6.5 4.1
WEEKLY PROJECTED ACCOMPLISHMENT
100
0.4961 0.2126 0.189 0.189 0.189 1.7717 1.7717 1.7717 0.4961 0.7087 0.8977 1.0867 1.2757 3.0474 4.8191 6.5907
CUMULATIVE PROJECTED ACCOMPLISHMENT
MANPOWER RESOURCES Project Manager Architect Structural Engineer Electrical Engineer Mechanical Engineer Master Plumber Geotechnical Engineer Surveyor Office Staff Project Engineer Site Engineer Construction Foreman Time Keeper Skilled Mason Skilled Steelman Skilled Carpenter Skilled Welder Skilled Painter Skilled Electrician Skilled Plumber Helper/Laborer Machine Operator
ZATION ( C
A
L
E
270 3RD QUARTER
N
D
A
R
D
A
Y
360 4TH QUARTER
S
)
15
15
15
15### 15
15
15
15
1
1
1
1### 1
1
1
1
1
1
1
1### 1
1
1
1
1
1
1
1### 1
1
1
1
8
8###
10
4
4
4### 4
4
4
4
4
4### 4
4
4
4
2
2
2
2###
2
2
2
2### 2 ### 2
2
4
20
20
20
20 ###20
20
6
6
1
1
1
1### 1
1
1
1
DETAILED GANTT CHART AND S-CUR
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
1.7717 1.8898 1.8898 1.8898
0.1418 1.063 0.0148 0.4252 0.2658 0.063 0.5071 0.5071 0.0029 0.0029 0.0029 0.0029 0.4961 0.4961 0.0734 0.0734 1.7717 0.9146 0.9146 0.3849 0.3849 0.3849 0.3849 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.1823 0.1823 0.2835 0.2835 0.1216 0.1216 0.2277 0.0426 0.0089
0.0722 0.0722
1.7717 1.8898 1.8898 1.8898 0.1566 1.4882 2.0375 0.063 0.5099 1.006 1.4278 0.7466 0.6366 0.6277 1.8171 1.8171 8.3624 10.252 12.142 14.032 14.188 15.677 17.714 17.777 18.287 19.293 20.721 21.467 22.104 22.732 24.549 26.366
AND S-CURVE
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146
0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.1216 0.1216 0.1216 0.1216 0.1216 0.1216
0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722
1.8171 1.8171 1.8171 1.8171 1.8171 1.8171 1.6955 1.6955 1.6955 1.6955 1.6955 1.6955 1.6233 1.6233 1.6233 1.6233 28.183 30 31.817 33.634 35.451 37.268 38.964 40.659 42.355 44.05 45.746 47.441 49.065 50.688 52.311 53.935
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146
0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.8157 0.8157 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835
0.0714 0.0714 0.0714 0.0714 0.6652 0.6652
0.8034 0.8034 0.7628 0.7628
0.8034 0.4079 0.4079 0.4079 0.4079 0.4079 0.4079 0.2289 0.2289 0.2289 0.2289
0.0833 0.0833 1.6233 1.6233 1.6233 1.6233 1.6233 1.6233 1.7883 1.7883 1.7883 1.7883 1.7883 1.7883 1.215 1.215 4.2341 3.4307 55.558 57.181 58.804 60.428 62.051 63.674 65.462 67.251 69.039 70.827 72.616 74.404 75.619 76.834 81.068 84.499
57
58
59
60
61
62
0.0714 0.0714
0.2516 0.2516 0.2516 0.2516 0.874 0.874 0.874 0.874
0.8034
63
64
0.8015 0.8015 0.1837 0.1837 2.4546 1.094
1.094 1.094
0.0793 0.0793 0.0793 0.0793 0.0793 0.0793 0.0833 0.0833 1.7597 0.9562 1.3886 1.3886 3.6595 2.2989 1.1733 1.1733 86.258 87.215 88.603 89.992 93.651 95.95 97.124 98.297
DETAILED GANTT CHART AND S-CURVE PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 102 WEEKS
ITEM
1.0
PLANNING AND DESIGN PREPARATIONS Preparations of Complete Set of Plans Permits and Other Related Works Geotechincal Investigation and Soil Reports Structural Design and Analysis Site Survey Approved Safety and Health Program GENERAL REQUIREMENTS 2.1 Temporary Facilities 2.2 Project Billboard and Other Signages 2.3 Safety and Health SITE WORK 3.1 Perimeter & Safety Enclosure 3.2 Site Clearing & Grubbing 3.3 Eathworks/Excavation 3.4 Termite Proofing/Soil Poisoning 3.5 Boulder File & Gravel Fill 3.6 Earthfill & Embankment 3.7 Demolition of Existing 2-Storey Building 3.8 Disposal of Unsuitable Waste Materials 3.9 Temporary Access to Manpower/Equipment STRUCTURAL CONCRETE WORKS 4.1 Pile Footing 4.2 Concrete Formworks 4.3 Foundation/Pile Cap 4.4 Footing Tie Beams (Concrete) 4.5 Column Pedestal (Concrete) 4.6 Shearwall/Elavator Pit Slabs (Concrete) 4.7 Suspended Slabs (Concrete) 4.8 Slab on Fill (Concrete) 4.9 Stairs (Concrete) STRUCTURAL REINFORCING STEEL WORKS 5.1 Pile Cap (Rebars) 5.2 Footing Tie Beams (Rebars) 5.3 Column Pedestal (Rebars) 5.4 Shearwall/Elavator Pit Slabs (Rebars) 5.5 Suspended Slabs (Rebars and Steel Deck) 5.6 Slab on Fill (Rebars) 5.7 Stairs (Rebars) STRUCTURAL REINFORCING STEEL WORKS 6.1 Bolted Structural Steel 6.1.1 Second Floor 6.1.2 Third Floor 6.1.3 Fourth Floor 6.1.4 Fifth Floor 6.1.5 Roof Deck 6.2 Hardware Materials 6.3 Equipment Rentals MASONRY 7.1 Exterior and interior CHB Partition 7.2 Construction of Cistern Tank 7.3 Construction of Septic Vaults 7.4 Construction of Catch Basin 7.5 Construction of Grease Trap 7.6 Waterproofing at Roofdeck and All Toilet ROOFING AND METALWORKS 8.1 Roof Frames at Roof Deck and Fire Exit Frames 8.2 Roofing Sheets with Insulation at Roof Deck 8.3 Installation of Handrails PLUMBING/SANITARY WORKS 9.1 Vent Storm Drainage Waste & Sanitary Line 9.2 Pipes & Fittings 9.3 Waterline Connection ELECTRICAL WORKS 10.1 ELECTRONIC Main feeder, WORKS Sub-feeder andON Circuit BASED THELines APPROVED PLANS AND SPECIFICATIONS AT GROUND FLOOR TO DECK 11.1 ROOF Internet, Telephones, CCTV, Paging system INSTALLATION OF FIRE PROTECTION SYSTEMS 12.1 Raceways and Wires for Smoke Detectors 12.2 Fire Suppression and Fire Alarm System 12.3 Sprinkler Heads and other Accessories 12.3.1 Groundfloor 12.3.2 Second to Fourth Floor 12.3.3 Fifth Floor PAINTING WORKS 13.1 Priming and painting of all Steel Structures 13.2 Priming of All Fire Protection Pipes 1.1 1.2 1.3 1.4 1.5 1.6
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0 11.0 12.0
13.0
DESCRIPTION
UNIT
QUANTITY
AMOUNT
RELATIVE WEIGHT
WEIGHT PER WEEK
PREDECESSOR
DURATION IN WEEKS
lot lot lot lot lot lot
1.00 1.00 1.00 1.00 1.00 1.00
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00
3.444% 2.756% 0.207% 0.276% 0.138% 0.069%
0.574% 0.689% 0.103% 0.069% 0.069% 0.034%
1.4 1.1
1.2
6.00 4.00 2.00 4.00 2.00 2.00
lot lot lot
1.00 1.00 1.00
375,000.00 10,000.00 150,000.00
0.517% 0.014% 0.207%
0.258% 0.007% 0.103%
1.6 1.2 1.6
2.00 2.00 2.00
lot lot cu.m sq.m cu.m lot lot lot lot
1.00 1.00 2,000.00 1,000.00 800.00 1.00 1.00 1.00 1.00
93,750.00 62,500.00 300,000.00 312,500.00 350,000.00 125,000.00 187,500.00 62,500.00 62,500.00
0.129% 0.086% 0.413% 0.431% 0.482% 0.172% 0.258% 0.086% 0.086%
0.129% 0.043% 0.059% 0.062% 0.161% 0.057% 0.086% 0.001% 0.086%
2.1 3.7 3.2 3.2 3.3 4.4, 4.5 3.1 3.9 2.1
1.00 2.00 7.00 7.00 3.00 3.00 3.00 81.00 1.00
pcs sq. m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m.
116.00 720.00 380.00 80.00 80.00 95.00 450.00 135.00 25.00
10,325,160.00 14.226% 495,000.00 0.682% 2,375,000.00 3.272% 500,000.00 0.689% 500,000.00 0.689% 593,750.00 0.818% 2,531,250.00 3.487% 590,625.00 0.814% 1,734,375.00 2.390%
1.778% 0.170% 0.467% 0.344% 0.344% 0.409% 0.436% 0.271% 2.390%
3.3 3.2 4.1, 5.1 3.3, 5.2 4.2, 5.3 5.4 5.5 5.6 5.7
8.00 4.00 7.00 2.00 2.00 2.00 8.00 3.00 1.00
1.3
kg kg kg kg kg kg kg
51,213.00 13,901.00 28,308.00 2,899.50 11,138.00 6,158.00 834.75
1,705,316.00 482,832.00 953,356.00 740,624.00 2,509,416.00 234,416.00 1,433,612.00
2.350% 0.665% 1.314% 1.020% 3.457% 0.323% 1.975%
0.261% 0.222% 0.263% 1.020% 0.864% 0.108% 1.975%
3.2 3.2 3.2 5.1 6.1.5 3.6, 5.4 5.5
9.00 3.00 5.00 1.00 4.00 3.00 1.00
kg kg kg kg kg lot lot
172,655.75 132,949.74 101,204.47 108,304.52 101,557.44 1.00 1.00
5,524,983.90 4,254,391.73 3,238,542.94 3,465,744.78 3,249,838.12 1,929,562.50 3,000,000.00
7.612% 5.862% 4.462% 4.775% 4.478% 2.658% 4.133%
0.761% 0.733% 0.744% 0.682% 0.746% 0.072% 0.112%
4.4, 4.5, 13.1 6.1.1 6.1.2 6.1.3 6.1.4 4.4, 4.5 4.4, 4.5
10.00 8.00 6.00 7.00 6.00 37.00 37.00
sq.m set set set sq.m sq.m
3,089.20 3.00 2.00 12.00 25.00 1,300.00
2,374,550.46 172,509.15 80,319.18 15,000.00 3,125.00 893,750.00
3.272% 0.238% 0.111% 0.021% 0.004% 1.231%
0.182% 0.026% 0.111% 0.021% 0.004% 0.308%
4.7 3.3 7.2 7.3 7.4 4.7
18.00 9.00 1.00 1.00 1.00 4.00
sq.m sq.m lot
823.00 823.00 1.00
802,425.00 588,445.00 1,077,705.00
1.106% 0.811% 1.485%
0.138% 0.203% 0.371%
4.7 8.1 4.9
8.00 4.00 4.00
lot lot lot
1.00 1.00 1.00
853,612.50 286,780.00 1,241,836.70
1.176% 0.395% 1.711%
0.098% 0.033% 0.143%
4.4, 4.5 4.4, 4.5 9.1
12.00 12.00 12.00
lot
1.00
863,349.50
1.189%
0.099%
6.1.5
12.00
lot
1.00
323,000.00
0.445%
0.056%
10.1
8.00
lot lot lot
1.00 1.00 1.00
565,481.25 129,590.63
0.779% 0.179%
0.195% 0.045%
10.1, 13.2 12.1
4.00 4.00
865,900.00 1,157,805.00 670,915.00
1.193% 1.595% 0.924%
0.398% 0.266% 0.308%
12.2 12.3.1 12.3.2
3.00 6.00 3.00
78,000.00 78,000.00
0.107% 0.107%
0.018% 3.2 6.00 0.027% 13.1 4.00 WEEKLY PROJECTED ACCCOMPLISHMENT CUMULATIVE PROJECTED ACCOMPLISHMENT
lot lot
1.00 1.00
TOTAL DIRECT COST
72,581,145.34 100.00%
1
2
3
4
5
6
7
0.574%
8
0.574%
9
0.574%
10
0.574%
11
0.574%
12
13
0.103%
0.069%
0.069%
0.069%
0.069%
0.069%
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
0.001%
0.001%
0.001%
0.308%
0.308%
0.308%
0.574% 0.689%
0.103%
14
0.689%
0.689%
0.689%
0.069%
0.034%
0.034%
0.007%
0.007%
0.258%
0.258%
0.103%
0.103%
0.129%
0.086%
0.086%
0.086%
0.001%
0.001%
0.001%
0.043%
0.043%
0.001%
0.001%
0.059%
0.059%
0.059%
0.059%
0.059%
0.059%
0.059%
0.062%
0.062%
0.062%
0.062%
0.062%
0.062%
0.062% 0.161%
0.161%
0.057%
0.057%
0.057%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
1.778%
1.778%
1.778%
1.778%
1.778%
1.778%
1.778%
1.778%
0.467%
0.467%
0.467%
0.409%
0.409%
0.161%
0.001%
0.001%
0.001%
0.001%
0.467%
0.467%
0.467%
0.467%
0.271%
0.271%
0.271%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.436%
0.436%
0.436%
0.436%
0.436%
0.436%
0.436%
0.436%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.308%
0.308%
0.308%
0.308%
0.138%
0.138%
0.138%
0.138%
0.138%
0.138%
0.138%
0.138% 0.203%
0.203%
0.203%
0.203%
0.056%
0.056%
0.056%
0.056%
0.045%
0.045%
0.045%
0.045%
0.398%
0.398% 0.266%
0.266%
0.266%
0.266%
0.001%
0.001%
0.266%
0.266%
0.086%
0.170%
0.170%
0.170%
0.170%
0.344%
0.344%
0.344%
0.344%
0.261%
0.261%
0.261%
0.263%
0.263%
2.390%
0.261%
0.261%
0.261%
0.222%
0.222%
0.222%
0.263%
0.263%
0.263%
0.261%
0.261%
0.261%
0.761%
0.761%
0.761%
1.020% 0.864% 0.108%
0.108%
0.108%
0.761%
0.761%
0.761%
0.864%
0.864%
0.864%
1.975%
0.761%
0.761%
0.761%
0.761% 0.733%
0.733%
0.733%
0.733%
0.733%
0.733%
0.733%
0.733% 0.744%
0.744%
0.744%
0.744%
0.744%
0.744% 0.682%
0.682%
0.682%
0.682%
0.682%
0.682%
0.682% 0.746%
0.746%
0.746%
0.746%
0.746%
0.746%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026% 0.111% 0.021% 0.004%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033% 0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.371%
0.371%
0.371%
0.371%
0.099%
0.099%
0.099%
0.099%
0.143%
0.099%
0.099%
0.099%
0.099%
0.099%
0.099%
0.099%
0.099%
0.056%
0.056%
0.056%
0.056%
0.195%
0.195%
0.195%
0.195%
0.398%
0.018%
0.018%
0.018%
0.018%
0.018%
0.018% 0.027%
0.027%
0.027%
0.027%
0.172%
0.172%
0.069%
0.069%
0.069%
0.069%
0.574%
0.574%
0.574%
0.574%
0.574%
0.574%
0.689%
0.689%
0.689%
0.689%
0.041%
0.041%
0.362%
0.362%
0.215%
0.087%
0.087%
0.087%
0.044%
0.044%
1.056%
1.056%
1.056%
0.834%
3.130%
2.868%
3.321%
3.387%
3.387%
4.557%
3.866%
3.866%
1.678%
1.842%
1.842%
1.842%
1.159%
1.069%
1.064%
1.060%
1.060%
1.060%
1.060%
1.060%
1.071%
1.071%
1.071%
1.071%
1.071%
1.071%
0.867%
0.867%
0.867%
0.867%
0.867%
0.867%
0.867%
0.931%
0.931%
0.931%
0.931%
0.931%
0.931%
0.865%
0.965%
1.400%
1.400%
2.511%
2.926%
0.907%
0.907%
0.907%
0.907%
0.728%
0.728%
0.728%
0.879%
0.571%
0.571%
0.571%
0.421%
0.486%
0.486%
0.486%
0.783%
0.580%
0.580%
0.449%
0.449%
0.449%
0.449%
0.267%
0.267%
0.309%
0.309%
0.309%
0.17%
0.34%
0.41%
0.48%
0.55%
0.62%
1.19%
1.77%
2.34%
2.92%
3.49%
4.06%
4.75%
5.44%
6.13%
6.82%
6.86%
6.90%
7.26%
7.63%
7.84%
7.93%
8.02%
8.10%
8.15%
8.19%
9.25%
10.30%
11.36%
12.19%
15.32%
18.19%
21.51%
24.90%
28.29%
32.84%
36.71%
40.57%
42.25%
44.09%
45.94%
47.78%
48.94%
50.00%
51.07%
52.13%
53.19%
54.25%
55.31%
56.37%
57.44%
58.51%
59.58%
60.65%
61.72%
62.79%
63.66%
64.53%
65.39%
66.26%
67.13%
67.99%
68.86%
69.79%
70.72%
71.65%
72.58%
73.52%
74.45%
75.31%
76.28%
77.68%
79.08%
81.59%
84.51%
85.42%
86.33%
87.24%
88.14%
88.87%
89.60%
90.33%
91.21%
91.78%
92.35%
92.92%
93.34%
93.83%
94.31%
94.80%
95.58%
96.16%
96.74%
97.19%
97.64%
98.09%
98.54%
98.81%
99.07%
99.38%
99.69%
100.0%
Page 59 of 59
DESCRIPTION
UNIT
MATERIAL UNIT COST TOTAL
QTY
1.1 1.2 1.3 1.4 1.5 1.6
PLANNING AND DESIGN PREPARATIONS Preparations of Complete Set of Plans Permits and Other Related Works Geotechincal Investigation and Soil Reports Structural Design and Analysis Site Survey Approved Safety and Health Program Total
lot lot lot lot lot lot
1.00 1.00 1.00 1.00 1.00 1.00
2.1 2.2 2.3
GENERAL REQUIREMENTS Temporary Facilities Project Billboard and Other Signages Safety and Health Total
lot lot lot
1.00 1.00 1.00
300,000.00
3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9
SITE WORK Perimeter & Safety Enclosure Site Clearing & Grubbing Eathworks/Excavation Termite Proofing/Soil Poisoning Boulder File & Gravel Fill Earthfill & Embankment Demolition of Existing 2-Storey Building Disposal of Unsuitable Waste Materials Temporary Access to Manpower/Equipment Total
1.00 1.00 2,000.00 1,000.00 800.00 1.00 1.00 1.00 1.00
75,000.00
2.0
3.0
lot lot cu.m sq.m cu.m lot lot lot lot
350.00 100,000.00 150,000.00 50,000.00 50,000.00
Page 1 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00 5,000,000.00
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00 5,000,000.00
300,000.00
75,000.00 10,000.00 150,000.00 10,235,000.00
375,000.00 10,000.00 150,000.00 535,000.00
75,000.00 50,000.00 240,000.00 250,000.00 280,000.00 100,000.00 150,000.00 50,000.00 50,000.00 1,245,000.00
18,750.00 12,500.00 60,000.00 62,500.00 70,000.00 25,000.00 37,500.00 12,500.00 12,500.00 311,250.00
93,750.00 62,500.00 300,000.00 312,500.00 350,000.00 125,000.00 187,500.00 62,500.00 62,500.00 1,556,250.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9
5.0 5.1
DESCRIPTION STRUCTURAL CONCRETE WORKS Pile Footing 400X400X18m with 6-12.7mmø strands;f'c=5000 psi @ 28days: Concrete Formworks Forms, Scaffoldings and Accessories Foundation/Pile Cap Ready Mix -4000psi3/4" @ 28 days Footing Tie Beams (Concrete) Ready mix- 4000 psi 3/4" @28days Column Pedestal (Concrete) Ready mix- 4000 psi 3/4" @28days Shearwall/Elavator Pit Slabs (Concrete) Ready mix- 4000 psi 3/4" @28days Suspended Slabs (Concrete) Ready mix- 3000 psi 3/4" @28days Slab on Fill (Concrete) Ready mix 2500 psi 3/4" @28 days Stairs (Concrete) Ready mix 2500 psi 3/4" @28 days Cisterns ( Potable & Fire) Concrete Ledge Total STRUCTURAL REINFORCING STEEL WORKS Pile Cap (Rebars) 20mm ø x 6m Deformed Steel Bar 25mm ø x 6m Deformed Steel Bar
MATERIAL UNIT COST TOTAL
UNIT
QTY
pcs l.m sq. m. lot cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. lot cu.m.
116.00 2,088.00 720.00 1.00 380.00 380.00 80.00 80.00 80.00 80.00 95.00 95.00 450.00 450.00 135.00 135.00 25.00 25.00 1.00 200.00
kg kg kg
51,213.00 16,302.00 24,255.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
4,300.00
8,978,400.00
1,346,760.00
10,325,160.00
450,000.00
450,000.00
45,000.00
495,000.00
5,000.00
1,900,000.00
475,000.00
2,375,000.00
5,000.00
400,000.00
100,000.00
500,000.00
5,000.00
400,000.00
100,000.00
500,000.00
5,000.00
475,000.00
118,750.00
593,750.00
4,500.00
2,025,000.00
506,250.00
2,531,250.00
3,500.00
472,500.00
118,125.00
590,625.00
3,500.00 300,000.00 5,000.00
87,500.00 300,000.00 1,000,000.00 16,488,400.00
21,875.00 75,000.00 250,000.00 3,156,760.00
109,375.00 375,000.00 1,250,000.00 19,645,160.00
32.00 32.00
521,664.00 776,160.00
Page 2 of 59
-
521,664.00 776,160.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 12mm ø x 6m Deformed Steel Bar Tie Wire (Gauge #16)
UNIT kg rolls
MATERIAL UNIT COST TOTAL
QTY 10,656.00 35.00
32.00 1,900.00
Page 3 of 59
340,992.00 66,500.00
UNIT
LABOR COST TOTAL
GRAND TOTAL -
340,992.00 66,500.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM 5.2
5.3
5.4
5.5
5.6
5.7
DESCRIPTION Footing Tie Beams (Rebars) 10mm ø Deformed Steel Bar 20mm ø Deformed Steel Bar Tie Wire (Gauge #16) Column Pedestal (Rebars) 10mm ø Deformed Steel Bar 25mm ø Deformed Steel Bar Tie Wire (Gauge #16) Shearwall/Elavator Pit Slabs (Rebars) 10mm ø Deformed Steel Bar 12mm ø Deformed Steel Bar 25mm ø Deformed Steel Bar Tie Wire (Gauge #16) Suspended Slabs (Rebars and Steel Deck) Steel Deck 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) Slab on Fill (Rebars) 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) Stairs (Rebars) 10mm ø Deformed Steel Bar 20mm ø Deformed Steel Bar Tie Wire (Gauge #16) Cisterns ( Potable & Fire) Concrete Ledge Lintel Beams
UNIT kg kg kg rolls kg kg kg rolls kg kg kg kg rolls kg l.m kg rolls kg kg rolls kg kg kg rolls lot kg kg
MATERIAL UNIT COST TOTAL
QTY 13,901.00 1,674.00 12,227.00 20.00 28,308.00 5,208.00 23,100.00 25.00 2,899.50 2,232.00 667.50 19,057.50 20.00 11,138.00 5,000.00 6,138.00 20.00 6,158.00 6,138.00 20.00 834.75 279.00 555.75 1.00 1.00 10,000.00 25,000.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
32.00 32.00 1,900.00
53,568.00 391,264.00 38,000.00
-
53,568.00 391,264.00 38,000.00
32.00 32.00 1,900.00
166,656.00 739,200.00 47,500.00
-
166,656.00 739,200.00 47,500.00
32.00 32.00 32.00 1,900.00
71,424.00 21,360.00 609,840.00 38,000.00
-
71,424.00 21,360.00 609,840.00 38,000.00
455.00 32.00 1,900.00
2,275,000.00 196,416.00 38,000.00
-
2,275,000.00 196,416.00 38,000.00
32.00 1,900.00
196,416.00 38,000.00
-
196,416.00 38,000.00
32.00 32.00 1,900.00 285,000.00 32.00 32.00
8,928.00 17,784.00 1,900.00 285,000.00 320,000.00 800,000.00
-
8,928.00 17,784.00 1,900.00 285,000.00 320,000.00 800,000.00
Page 4 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
UNIT
QTY
MATERIAL UNIT COST TOTAL
Total
8,059,572.00
Page 5 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL -
8,059,572.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
6.0
DESCRIPTION
STRUCTURAL STEEL WORKS 6.1 Bolted Structural Steel 6.1.1 Second Floor SB (WF 16 X 100) SB1 (WF 16 X 89) SB2 (WF 16 X 77) SB a (WF 16 X 89) SC1 9WF 18 X 119) SC2 (WF 14 X 82) 6.1.2 Third Floor SB3 9WF 16 X 100) SB4 (WF 16 X 89) SB5 (WF 16 X 77) SB a (WF 16 X 89) PC (WF 14 X 82) 6.1.3 Fourth Floor SB3 9WF 16 X 100) SB7 (WF 14 X 99) SB8 (WF 14 X 82) SB b (WF 14 X 99) PC (WF 14 X 82) 6.1.4 Fifth Floor SB9 (WF 16 X 99) SB10 (WF 14 X 61) SB c (WF 14 X 61) PC (WF 14 X 82)
UNIT
kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg
MATERIAL UNIT COST TOTAL
QTY
172,655.75 79,786.09 12,176.44 30,576.07 4,549.14 39,706.01 5,862.00 132,949.74 79,786.09 12,176.44 30,576.07 4,549.14 5,862.00 101,204.47 40,206.00 13,389.27 36,744.94 5,002.25 5,862.00 108,304.52 77,579.88 21,800.00 3,062.64 5,862.00
Page 6 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL
32.00 32.00 32.00 32.00 32.00 32.00
2,553,154.85 389,646.16 978,434.22 145,572.50 1,270,592.17 187,584.00
-
2,553,154.85 389,646.16 978,434.22 145,572.50 1,270,592.17 187,584.00
32.00 32.00 32.00 32.00 32.00
2,553,154.85 389,646.16 978,434.22 145,572.50 187,584.00
-
2,553,154.85 389,646.16 978,434.22 145,572.50 187,584.00
32.00 32.00 32.00 32.00 32.00
1,286,592.00 428,456.61 1,175,838.18 160,072.16 187,584.00
-
1,286,592.00 428,456.61 1,175,838.18 160,072.16 187,584.00
32.00 32.00 32.00 32.00
2,482,556.19 697,600.00 98,004.59 187,584.00
-
2,482,556.19 697,600.00 98,004.59 187,584.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
6.1.5 Roof Deck SB12 (WF 12 X 79)
UNIT kg kg
MATERIAL UNIT COST TOTAL
QTY 101,557.44 54,371.45
Page 7 of 59
32.00
1,739,886.30
UNIT
LABOR COST TOTAL
GRAND TOTAL
-
1,739,886.30
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
6.2
6.3
7.0 7.1
7.2
DESCRIPTION SB13 (WF 12 X 65) SB d (WF 12 X 65) PC (WF 14 X 82) Hardware Materials Assorted CW Nails 25mm thick MS Plate beam support 1"ø Bolts w/ nuts and washers Plain G.I. Sheets ( Ga # 22 ) 2"ø x 12" anchor bolts w/ accessories 1 1/2"ø x 12" anchor bolts w/ access. Baseplate 1 1/2" x 20" x 20" Baseplate 1" x 16" Baseplate 1" x 16" x 16" Welding rod (fuji brand or equal) Concrete Nails Equipment Rentals Total MASONRY Exterior and interior CHB Partition 6" CHB 4" CHB 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) 40 bags Cement Sand Construction of Cistern Tank
UNIT kg kg kg lot kgs pcs pcs pcs pcs pcs pcs pcs pcs boxes kgs lot
sq.m pcs pcs kg rolls bag cu.m set
MATERIAL UNIT COST TOTAL
QTY 40,453.18 3,801.82 2,931.00 1.00 400.00 1,500.00 10,000.00 35.00 410.00 50.00 51.00 6.00 8.00 350.00 5.00 1.00
3,089.20 18,175.00 20,440.00 8,620.87 65.39 2,684.90 222.94 3.00
32.00 32.00 32.00
1,294,501.70 121,658.12 93,792.00
100.00 350.00 30.00 1,650.00 250.00 150.00 1,500.00 700.00 1,200.00 1,200.00 120.00 3,000,000.00
40,000.00 525,000.00 300,000.00 57,750.00 102,500.00 7,500.00 76,500.00 4,200.00 9,600.00 420,000.00 600.00
25.00 19.00 32.00 1,900.00 260.00 1,000.00
Page 8 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL -
1,294,501.70 121,658.12 93,792.00
21,277,151.47
10,000.00 131,250.00 75,000.00 14,437.50 25,625.00 1,875.00 19,125.00 1,050.00 2,400.00 105,000.00 150.00 3,000,000.00 3,385,912.50
50,000.00 656,250.00 375,000.00 72,187.50 128,125.00 9,375.00 95,625.00 5,250.00 12,000.00 525,000.00 750.00 3,000,000.00 24,663,063.97
454,375.00 388,360.00 275,867.99 124,246.69 698,073.43 222,943.60
113,593.75 97,090.00 -
567,968.75 485,450.00 275,867.99 124,246.69 698,073.43 222,943.60
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 3000 psi Concrete 12mm ø Deformed Steel Bar
UNIT cu.m kg
MATERIAL UNIT COST TOTAL
QTY 48.98 5.00
3,500.00 32.00
Page 9 of 59
171,412.50 160.00
UNIT
LABOR COST TOTAL
GRAND TOTAL -
171,412.50 160.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
7.3
7.4 7.5 7.6
8.0 8.1 8.2 8.3
DESCRIPTION Tie Wire (Gauge #16) Construction of Septic Vaults Excavation 6" CHB 40 bags Cement Sand 10mm ø Deformed Steel Bar Tie Wire (Gauge #16) 2500 psi Concrete 12mm ø Deformed Steel Bar Tie Wire (Gauge #16) Construction of Catch Basin Construction of Grease Trap Waterproofing at Roofdeck and All Toilet Total
MATERIAL UNIT COST TOTAL
UNIT
QTY
kg set cu.m pcs bag cu.m kg kg cu.m kg kg set sq.m sq.m
9.37 2.00 14.42 762.00 98.20 5.43 43.85 2.55 5.31 61.11 22.93 12.00 25.00 1,300.00
ROOFING AND METALWORKS Roof Frames at Roof Deck and Fire Exit Frames sq.m Roofing Sheets with Insulation at Roof Deck sq.m Installation of Handrails lot Main Stair 50mm Ø Stainless Steel Pipe Handrail (Vert. pcs. 1100mm) 50mm Stainless Steel Pipe Handrail (Diag pcs. 2200mm) 50mm Stainless Steel Pipe Handrail (Diag pcs. 2550mm) 50mm Stainless Steel Pipe Handrail (Hort pcs. 2300mm) Stainless Steel Glass Clamp pcs. Stainless Steel Faceplate pcs.
UNIT
LABOR COST TOTAL
GRAND TOTAL
100.00
936.65
300.00 27.00 260.00 1,000.00 32.00 90.00 3,500.00 32.00 100.00 1,000.00 100.00 550.00
4,326.30 20,574.00 25,532.40 5,434.53 1,403.10 229.13 18,571.00 1,955.48 2,293.23 12,000.00 2,500.00 715,000.00 3,146,195.04
3,000.00 625.00 178,750.00 393,058.75
4,326.30 20,574.00 25,532.40 5,434.53 1,403.10 229.13 18,571.00 1,955.48 2,293.23 15,000.00 3,125.00 893,750.00 3,539,253.79
823.00 823.00 1.00
750.00 550.00
617,250.00 452,650.00
185,175.00 135,795.00
802,425.00 588,445.00
17.00 7.00 3.00 3.00 168.00 46.00
6,500.00 6,500.00 6,500.00 6,500.00 2,500.00 3,500.00
110,500.00 45,500.00 19,500.00 19,500.00 420,000.00 161,000.00
27,625.00 11,375.00 4,875.00 4,875.00 105,000.00 40,250.00
138,125.00 56,875.00 24,375.00 24,375.00 525,000.00 201,250.00
Page 10 of 59
-
936.65
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Fire Exit Stair 20mm Ø B.I Pipe Schedule 20 (Vert)
UNIT
pcs.
MATERIAL UNIT COST TOTAL
QTY
39.00
850.00
Page 11 of 59
33,150.00
UNIT
LABOR COST TOTAL
9,945.00
GRAND TOTAL
43,095.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 50mm B.I pipe Schedule 40 (Horizontal) 50mm B.I pipe Schedule 40 (Diagonal) welding electrode Total
9.0 9.1
9.2
9.3
PLUMBING/SANITARY WORKS Vent Storm Drainage Waste & Sanitary Line 100mm Ø Equal Tee 50mm Ø Equal Tee 100mm Ø 90˚ Elbow 50mm Ø 90˚ Elbow 100mm Ø Double Wye Branch 100mm x 50mm Ø Wye Branch 100mm x 50mm Ø 45˚ Elbow 100mm x 50mm Reducer Coupling 50mm Ø P-Trap 50mm End Cap 100mm Cleanout 50mm Ø PVC Pipe (Vent) 100mm Ø PVC Pipe (Soil) 150mm Ø PVC Pipe (Soil) Pipes & Fittings 20mm Dome Strainer 200mm Ø PVC Pipe Waterline Connection 25mm End Cap 40mm Check Valve
UNIT
MATERIAL UNIT COST TOTAL
QTY
pcs. pcs. box
5.00 8.00 10.00
lot pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs lot pcs pcs lot pcs pcs
1.00 39.00 72.00 39.00 100.00 1.00 214.00 35.00 58.00 128.00 39.00 45.00 105.00 80.00 45.00 1.00 10.00 80.00 1.00 49.00 2.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
1,900.00 1,900.00 2,500.00
9,500.00 15,200.00 25,000.00 1,928,750.00
2,850.00 4,560.00 7,500.00 539,825.00
12,350.00 19,760.00 32,500.00 2,468,575.00
300.00 250.00 230.00 200.00 250.00 280.00 200.00 220.00 180.00 160.00 211.00 1,850.00 2,100.00 2,600.00
11,700.00 18,000.00 8,970.00 20,000.00 250.00 59,920.00 7,000.00 12,760.00 23,040.00 6,240.00 9,495.00 194,250.00 168,000.00 117,000.00
3,510.00 5,400.00 2,691.00 6,000.00 75.00 17,976.00 2,100.00 3,828.00 6,912.00 1,872.00 2,848.50 58,275.00 50,400.00 35,100.00
15,210.00 23,400.00 11,661.00 26,000.00 325.00 77,896.00 9,100.00 16,588.00 29,952.00 8,112.00 12,343.50 252,525.00 218,400.00 152,100.00
460.00 2,700.00
4,600.00 216,000.00
1,380.00 64,800.00
5,980.00 280,800.00
201.00 1,800.00
9,849.00 3,600.00
2,954.70 1,080.00
12,803.70 4,680.00
Page 12 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 40mm Gate Valve 25mm Gate Valve
UNIT pcs pcs
MATERIAL UNIT COST TOTAL
QTY 2.00 77.00
1,900.00 1,450.00
Page 13 of 59
3,800.00 111,650.00
UNIT
LABOR COST TOTAL 1,140.00 33,495.00
GRAND TOTAL 4,940.00 145,145.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 20mm Gate Valve 40mm x 25mm PVC Wye Reducer 32mm x 25mm PVC Wye Reducer 40mm 90˚ Elbow 25mm 90˚ Elbow 1" PPR Bull Valve 1 1/2" PPR Bull Valve 1 1/2 PPR Coupling red 1" PPR Pipe 1/2" PPR Pipe 1- 1/2" PPR Pipe 1" PPR Coupling 1-1/2" PPR Coupling 1/2" PPR Coupling 1" PPR Plain elbow 1/2" Plain elbow 1-1/2" pPlain elbow 1"PPR Tee 1-1/2"PPR Tee 1/2 "PPR Tee 1-1/2" x 1" PPR Tee reducer 1 1/2" x 1" PPR Coupling Red 1/2 C-2Al PPR shower Valve 1" PPR elbow female adaptor 1/2" PPR elbow female adaptor 1/2" PPR male adaptor 3/4" PPR pipe
UNIT pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs
MATERIAL UNIT COST TOTAL
QTY 1.00 10.00 4.00 4.00 63.00 27.00 12.00 70.00 70.00 35.00 40.00 35.00 27.00 25.00 85.00 60.00 50.00 70.00 25.00 25.00 50.00 30.00 7.00 50.00 50.00 20.00 70.00
1,450.00 260.00 220.00 200.00 95.00 2,500.00 2,800.00 670.00 2,000.00 1,500.00 1,900.00 215.00 235.00 198.00 260.00 200.00 250.00 235.00 265.00 190.00 350.00 300.00 1,500.00 280.00 255.00 255.00 1,800.00
Page 14 of 59
1,450.00 2,600.00 880.00 800.00 5,985.00 67,500.00 33,600.00 46,900.00 140,000.00 52,500.00 76,000.00 7,525.00 6,345.00 4,950.00 22,100.00 12,000.00 12,500.00 16,450.00 6,625.00 4,750.00 17,500.00 9,000.00 10,500.00 14,000.00 12,750.00 5,100.00 126,000.00
UNIT
LABOR COST TOTAL 435.00 780.00 264.00 240.00 1,795.50 20,250.00 10,080.00 14,070.00 42,000.00 15,750.00 22,800.00 2,257.50 1,903.50 1,485.00 6,630.00 3,600.00 3,750.00 4,935.00 1,987.50 1,425.00 5,250.00 2,700.00 3,150.00 4,200.00 3,825.00 1,530.00 37,800.00
GRAND TOTAL 1,885.00 3,380.00 1,144.00 1,040.00 7,780.50 87,750.00 43,680.00 60,970.00 182,000.00 68,250.00 98,800.00 9,782.50 8,248.50 6,435.00 28,730.00 15,600.00 16,250.00 21,385.00 8,612.50 6,175.00 22,750.00 11,700.00 13,650.00 18,200.00 16,575.00 6,630.00 163,800.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 3/4" PPr elbow Plain 1 1/2" x 3/4" PPR Tee reducer
UNIT pcs pcs
MATERIAL UNIT COST TOTAL
QTY 30.00 20.00
255.00 300.00
Page 15 of 59
7,650.00 6,000.00
UNIT
LABOR COST TOTAL 2,295.00 1,800.00
GRAND TOTAL 9,945.00 7,800.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 3/4" PPR tee 3/4" x 1/2" PPR Coupling Reducer 1 1/4" flat bar Angular hanger Solvent Cement 400cc Vulcaseal Non sag epoxy 8" U-Volt 6" U-Volt 4" U-Volt Total
10.0
ELECTRICAL WORKS 10.1 Main feeder, Sub-feeder and Circuit Lines Feeder Line w/ Conduits and Fittings Junction Box 4x2 Utility Box 20mm PVC pipe 20mm PVC Elbow 25mm PVC Pipe 25mm PVC Elbow 32mm PVC Pipe 40mm PVC Pipe 63mm PVC Pipe 90mm PVC Pipe Electrical Tape Big PVC Solvent Cement 400 cc
UNIT pcs pcs pcs pcs Cans gals pcs pcs pcs pcs
lot pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs rolls cans
MATERIAL UNIT COST TOTAL
QTY 20.00 20.00 50.00 30.00 150.00 3.00 3.00 25.00 30.00 30.00
255.00 300.00 650.00 120.00 250.00 500.00 450.00 120.00 100.00 95.00
5,100.00 6,000.00 32,500.00 3,600.00 37,500.00 1,500.00 1,350.00 3,000.00 3,000.00 2,850.00 1,832,484.00
40.00 38.00 78.00 12.00 125.00 85.00 155.00 197.00 345.00 718.00 30.00 191.50
32,000.00 22,800.00 195,000.00 2,508.00 12,125.00 1,190.00 7,130.00 3,940.00 3,450.00 2,872.00 19,500.00 38,300.00
UNIT
LABOR COST TOTAL
GRAND TOTAL
1,530.00 1,800.00 9,750.00 1,080.00 11,250.00 450.00 405.00 900.00 900.00 855.00 549,745.20
6,630.00 7,800.00 42,250.00 4,680.00 48,750.00 1,950.00 1,755.00 3,900.00 3,900.00 3,705.00 2,382,229.20
9,600.00 6,840.00 58,500.00 752.40 3,637.50 357.00 2,139.00 1,182.00 1,035.00 861.60 5,850.00 11,490.00
41,600.00 29,640.00 253,500.00 3,260.40 15,762.50 1,547.00 9,269.00 5,122.00 4,485.00 3,733.60 25,350.00 49,790.00
1.00 800.00 600.00 2,500.00 209.00 97.00 14.00 46.00 20.00 10.00 4.00 650.00 200.00
Page 16 of 59
14.00 13.30 27.30 4.20 42.00 29.75 54.60 6,811.95 120.75 251.30 10.50 67.03
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION G.I. Tie Wire # 16 Cable tie 8"
UNIT Kgs bags
MATERIAL UNIT COST TOTAL
QTY 50.00 10.00
100.00 250.00
Page 17 of 59
5,000.00 2,500.00
UNIT
LABOR COST TOTAL 35.00 87.50
1,500.00 750.00
GRAND TOTAL 6,500.00 3,250.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Cable tie 10" IMC Conduit for Feeder and Sub-Feeder 90mmØ Conduit IMC 90mmØ Coupling 90mmØ L&B 90mmØ Elbow Total
11.0
ELECTRONIC WORKS 11.1 Internet, Telephones, CCTV, Paging system Telephone Outlet Bullet Type Camera CATV Outlet Omni Brand Speaker Data Internet Outlet Panasonic Brand WiFi Modem Telephone Terminal Cabinet Main Telephone Terminal Cabinet CATV Amplifier Digital Video Recorder TV Monitor CAT 6, U/UTP Cable 4 Pairs 20mm IMC pipe 1.25mm TF Wire Cat6 UTP Cable Total
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
bags
10.00
300.00
3,000.00
105.00
pcs pcs pairs pcs
50.00 50.00 4.00 10.00
4,300.00 1,100.00 1,200.00 3,800.00
215,000.00 55,000.00 4,800.00 38,000.00 664,115.00
1,008.00 134.05 420.00 693.35
lot pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs m pcs box box
1.00 46.00 22.00 13.00 15.00 139.00 4.00 1.00 1.00 13.00 1.00 4.00 745.00 249.00 2.00 2.50
Page 18 of 59
-
-
GRAND TOTAL
900.00 64,500.00 16,500.00 1,440.00 11,400.00 199,234.50
3,900.00 279,500.00 71,500.00 6,240.00 49,400.00 863,349.50
323,000.00 323,000.00
323,000.00 323,000.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM 12.0
DESCRIPTION
INSTALLATION OF FIRE PROTECTION SYSTEMS 12.1 Raceways and Wires for Smoke Detectors
UNIT
lot
MATERIAL UNIT COST TOTAL
QTY
1.00
Page 19 of 59
UNIT
LABOR COST TOTAL
GRAND TOTAL
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
Smoke Detector Strobe Light Bell Manual Pull Station Remote Annunciator Panel(6 zone) Fire Alarm Control Panel 15mm IMC Pipe (SD) 2.0mm TF Wire (SL) 15mm IMC Pipe (SL) 1.25mm TF Wire 25mm IMC Pipe Panasonic Brand 12.2 Fire Suppression and Fire Alarm System Screwed Fittings Tee 50mm x 50mm 40mm x 40mm 50mm x 25mm 40mm x 25mm 32mm x 25mm 25mm x 25mm Elbow 50 x 90000 40 x 900 25 x 900 Reducer 50 x 40 40 x 32
UNIT
MATERIAL UNIT COST TOTAL
QTY
pcs pcs pcs pcs pcs pcs pcs box pcs box pcs lot
140.00 10.00 10.00 10.00 1.00 1.00 381.00 51.91 18.00 4.50 17.00 1.00
1,000.00 1,200.00 1,500.00 5,000.00 10,000.00 10,000.00 150.00 2,500.00 305.00 2,800.00 610.00
140,000.00 12,000.00 15,000.00 50,000.00 10,000.00 10,000.00 57,150.00 129,775.00 5,490.00 12,600.00 10,370.00
pcs. pcs. pcs. pcs. pcs. pcs.
4.00 22.00 20.00 34.00 26.00 26.00
285.00 270.00 285.00 270.00 262.50 120.00
pcs. pcs. pcs.
4.00 17.00 456.00
pcs. pcs.
26.00 4.00
UNIT
LABOR COST TOTAL 35,000.00 3,000.00 3,750.00 12,500.00 2,500.00 2,500.00 14,287.50 32,443.75 1,372.50 3,150.00 2,592.50
175,000.00 15,000.00 18,750.00 62,500.00 12,500.00 12,500.00 71,437.50 162,218.75 6,862.50 15,750.00 12,962.50
1,140.00 5,940.00 5,700.00 9,180.00 6,825.00 3,120.00
285.00 1,485.00 1,425.00 2,295.00 1,706.25 780.00
1,425.00 7,425.00 7,125.00 11,475.00 8,531.25 3,900.00
300.00 277.50 90.00
1,200.00 4,717.50 41,040.00
300.00 1,179.38 10,260.00
1,500.00 5,896.88 51,300.00
300.00 279.00
7,800.00 1,116.00
1,950.00 279.00
9,750.00 1,395.00
Page 20 of 59
250.00 300.00 375.00 1,250.00 2,500.00 2,500.00 37.50 625.00 76.25 700.00 152.50
GRAND TOTAL
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 30 x 25 Cap 1/2
UNIT pcs. pcs.
MATERIAL UNIT COST TOTAL
QTY 26.00 2.00
264.00 240.00
Page 21 of 59
6,864.00 480.00
UNIT
LABOR COST TOTAL 1,716.00 120.00
GRAND TOTAL 8,580.00 600.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
Plug 1/2 12.3 Sprinkler Heads and other Accessories 12.3.1 Groundfloor Fire Hose Fire Hose Valve 2 1/2 Floor Control Valve FDC, 65mm 2 wax B.I. Pipe Sched 40 STD 100mm 50mm 40mm 32mm 25mm Elbow (Welded) 100 x 90 Tee (Welded) 100 x 100 Flange (Welded) 100mm Reducer (Welded) 100 x 40mm Threadulet (Welded) 40mm 50mm 25mm 12.3.2 Second to Fourth Floor B.I. Pipe Sched 40 STD
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
GRAND TOTAL
pcs. lot
114.00 1.00
75.00
8,550.00
2,137.50
10,687.50
set set set set
3.00 1.00 1.00 1.00
23,000.00 11,200.00 85,000.00 33,000.00
69,000.00 11,200.00 85,000.00 33,000.00
17,250.00 2,800.00 21,250.00 8,250.00
86,250.00 14,000.00 106,250.00 41,250.00
mts mts mts mts mts
57.00 48.00 159.00 94.00 205.00
2,400.00 900.00 600.00 540.00 567.00
136,800.00 43,200.00 95,400.00 50,760.00 116,235.00
34,200.00 10,800.00 23,850.00 12,690.00 29,058.75
171,000.00 54,000.00 119,250.00 63,450.00 145,293.75
pcs
9.00
675.00
6,075.00
1,518.75
7,593.75
pcs
4.00
675.00
2,700.00
675.00
3,375.00
pcs
36.00
900.00
32,400.00
8,100.00
40,500.00
pcs
1.00
450.00
450.00
112.50
562.50
pcs pcs pcs
14.00 4.00 4.00
450.00 675.00 375.00
6,300.00 2,700.00 1,500.00
1,575.00 675.00 375.00
7,875.00 3,375.00 1,875.00
Page 22 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION 100mm x 6mts 40mm x 6mts
UNIT mts mts
MATERIAL UNIT COST TOTAL
QTY 57.00 119.00
2,400.00 600.00
Page 23 of 59
136,800.00 71,400.00
UNIT
LABOR COST TOTAL 34,200.00 17,850.00
GRAND TOTAL 171,000.00 89,250.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
MATERIAL UNIT COST TOTAL
QTY
LABOR COST TOTAL
DESCRIPTION
UNIT
32mm x 6mts 25mm x 6mts 50mm x 6mts Elbow (Welded) 100 x 900 Tee (Welded) 150 x 100 Reducer (Welded) 100 x 40mm Threadulet (Welded) 40mm 25mm Flange (Welded) 100mm Tee (Screwed) 40 x 40 40 x 25 32 x 25 25 x 25 Elbow (Screwed) 40 x 900 25 x 900 Reducer (Screwed) 40 x 32 32 x 25 40 xcomplete 25 Including set and power termination, inspections, sight glass and test valve pressure gauge
mts mts mts
94.00 322.00 30.00
540.00 567.00 900.00
50,760.00 182,574.00 27,000.00
12,690.00 45,643.50 6,750.00
63,450.00 228,217.50 33,750.00
pcs
4.00
675.00
2,700.00
675.00
3,375.00
pcs
2.00
675.00
1,350.00
337.50
1,687.50
pc
1.00
600.00
600.00
150.00
750.00
pcs pcs
23.00 4.00
600.00 525.00
13,800.00 2,100.00
3,450.00 525.00
17,250.00 2,625.00
pcs
14.00
900.00
12,600.00
3,150.00
15,750.00
pcs pcs pcs pcs
4.00 35.00 40.00 40.00
270.00 270.00 262.50 120.00
1,080.00 9,450.00 10,500.00 4,800.00
270.00 2,362.50 2,625.00 1,200.00
1,350.00 11,812.50 13,125.00 6,000.00
pcs pcs
20.00 452.00
277.50 90.00
5,550.00 40,680.00
1,387.50 10,170.00
6,937.50 50,850.00
pcs pcs pcs set
25.00 25.00 25.00 1.00
279.00 264.00 279.00 85,000.00
6,975.00 6,600.00 6,975.00 85,000.00
1,743.75 1,650.00 1,743.75 21,250.00
8,718.75 8,250.00 8,718.75 106,250.00
Page 24 of 59
UNIT
GRAND TOTAL
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Fire Hose Valve 2 1/2 Fire Hose Cabinet
UNIT set set
MATERIAL UNIT COST TOTAL
QTY 1.00 2.00
11,200.00 23,000.00
Page 25 of 59
11,200.00 46,000.00
UNIT
LABOR COST TOTAL 2,800.00 11,500.00
GRAND TOTAL 14,000.00 57,500.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
Sprinkler Heads (Upright) Sprinkler Heads (Pendent) 12.3.3 Fifth Floor B.I. Pipe Sched 40 STD 100mm x 6mts 40mm x 6mts 32mm x 6mts 25mm x 6mts Elbow (Welded) 100 x 900 Tee (Welded) 150 x 100 Threadulet (Welded) 40mm 25mm Tee (Screwed) 40 x 40 40 x 25 32 x 25 25 x 25 Reducer (Screwed) 40 x 25 32 x 25 40 x 25 25 x 15 Cap 40mm Plug 15mm
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
GRAND TOTAL
pcs pcs
6.00 500.00
375.00 375.00
2,250.00 187,500.00
562.50 46,875.00
2,812.50 234,375.00
mts mts mts mts
57.00 46.00 92.00 155.00
2,400.00 600.00 570.00 567.00
136,800.00 27,600.00 52,440.00 87,885.00
34,200.00 6,900.00 13,110.00 21,971.25
171,000.00 34,500.00 65,550.00 109,856.25
pcs
4.00
675.00
2,700.00
675.00
3,375.00
pcs
1.00
675.00
675.00
168.75
843.75
pcs pcs
17.00 2.00
525.00 475.00
8,925.00 950.00
2,231.25 237.50
11,156.25 1,187.50
pcs pcs pcs pcs
5.00 20.00 40.00 20.00
270.00 270.00 262.50 120.00
1,350.00 5,400.00 10,500.00 2,400.00
337.50 1,350.00 2,625.00 600.00
1,687.50 6,750.00 13,125.00 3,000.00
pcs pcs pcs pcs pcs pcs
4.00 17.00 17.00 96.00 2.00 96.00
279.00 264.00 279.00 75.00 240.00 30.00
1,116.00 4,488.00 4,743.00 7,200.00 480.00 2,880.00
279.00 1,122.00 1,185.75 1,800.00 120.00 720.00
1,395.00 5,610.00 5,928.75 9,000.00 600.00 3,600.00
Page 26 of 59
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION
UNIT
Including complete set and power termination, inspections, sight glass and test valve pressure gauge Fire Hose Valve 65mm w/ Cap and Chain
set set
MATERIAL UNIT COST TOTAL
QTY 1.00 1.00
85,000.00 11,200.00
Page 27 of 59
85,000.00 11,200.00
UNIT
LABOR COST TOTAL 21,250.00 2,800.00
GRAND TOTAL 106,250.00 14,000.00
DETAILED ESTIMATES PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 350 CALENDAR DAYS ITEM
DESCRIPTION Fire Hose Cabinet Sprinkler Heads (Upright) Sprinkler Heads (Pendent) Total
13.0
PAINTING WORKS 13.1 Priming and painting of all Steel Structures 13.2 Priming of All Fire Protection Pipes Total
DIRECT COST INDIRECT COST OVERHEAD COST (7%) PROFIT (8%) TAX (5%) TOTAL CONSTRUCTION COST
UNIT
MATERIAL UNIT COST TOTAL
QTY
UNIT
LABOR COST TOTAL
GRAND TOTAL
set pcs pcs
2.00 6.00 90.00
23,000.00 375.00 375.00
46,000.00 2,250.00 33,750.00 2,711,753.50
11,500.00 562.50 8,437.50 677,938.38
57,500.00 2,812.50 42,187.50 3,389,691.88
lot lot
1.00 1.00
60,000.00 60,000.00
60,000.00 60,000.00 2,831,753.50
18,000.00 18,000.00 713,938.38
78,000.00 78,000.00 156,000.00
72,581,145.34 10,887,171.80 5,080,680.17 5,806,491.63 4,173,415.86 87,641,733.00
0.15 0.07 0.08 0.05
Page 28 of 59
PROJECT: CONSTRUCTION OF FOUR ( 4 ) STOREY RESIDENTIAL BUILDING LOCATION: DAVAO CITY COMPLETION TIME: WEEKS
ITEM
1.0 1.1 1.2 1.3 1.4 1.5 1.6 2.0 2.1 2.2 2.3 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.9 4.0 4.1 4.2 5.0 5.1 6.2 6.3
DESCRIPTION
PLANNING AND DESIGN PREPARATIONS Preparations of Complete Set of Plans Permits and Other Related Works Geotechincal Investigation and Soil Reports Structural Design and Analysis Site Survey Approved Safety and Health Program GENERAL REQUIREMENTS Temporary Facilities Project Billboard and Other Signages Safety and Health SITE WORK Perimeter & Safety Enclosure Site Clearing & Grubbing Eathworks/Excavation Termite Proofing/Soil Poisoning Boulder File & Gravel Fill Earthfill & Embankment Temporary Access to Manpower/Equipment STRUCTURAL CONCRETE WORKS Reinforced Concrete (columns, beams, etc.) Concrete Formworks STRUCTURAL REINFORCING STEEL WORKS Deformed Reinforcing Bars Hardware Materials Equipment Rentals
UNIT
QUANTITY
RELATIVE WEIGHT
AMOUNT
lot lot lot lot lot lot
1.00 1.00 1.00 1.00 1.00 1.00
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00
3.444% 2.756% 0.207% 0.276% 0.138% 0.069%
lot lot lot
1.00 1.00 1.00
375,000.00 5,205.24 150,000.00
0.517% 0.007% 0.207%
lot lot cu.m sq.m cu.m cu.m lot
1.00 1.00 789.12 300.00 800.00 68.78 1.00
93,750.00 22,190.00 357,725.00 4,024.00 350,000.00 51,771.89 62,500.00
0.129% 0.031% 0.493% 0.006% 0.482% 0.071% 0.086%
cu. m sq. m.
4,161.38 1,284.48
10,325,160.00 543,071.87
14.226% 0.748%
kg lot lot
51,213.00 1.00 1.00
2,398,698.48 1,929,562.50 3,000,000.00
3.305% 2.658% 4.133%
Page 29 of 59
7.0 7.1 7.2 7.3 7.4 7.5 7.6 8.0
MASONRY Exterior and interior CHB Partition Construction of Cistern Tank Construction of Septic Vaults Construction of Catch Basin Construction of Grease Trap Waterproofing at Roofdeck and All Toilet ROOFING
8.1 8.2 8.3 PLUMBING/SANITARY WORKS 9.1 Plumbing Works 10.0 ELECTRICAL WORKS 10.1 Main feeder, Sub-feeder and Circuit Lines 11.0 ELECTRONIC WORKS 11.1 Internet, Telephones, CCTV, Paging system 12.0 INSTALLATION OF FIRE PROTECTION SYSTEMS 12.1 Raceways and Wires for Smoke Detectors 12.2 Fire Suppression and Fire Alarm System 12.3 Sprinkler Heads and other Accessories 12.3.1 Groundfloor 12.3.2 Second to Fourth Floor 13.0 PAINTING WORKS 13.1 Painting (Masonry/Concrete) 13.2 Painting (Wood)
sq.m set set set sq.m sq.m
3.00 2.00 12.00 25.00 1,300.00
172,509.15 80,319.18 15,000.00 3,125.00 893,750.00
0.000% 0.238% 0.111% 0.021% 0.004% 1.231%
sq.m sq.m lot
823.00 823.00 1.00
802,425.00 588,445.00 1,077,705.00
1.106% 0.811% 1.485%
lot
1.00
356,781.77
0.492%
lot
1.00
863,349.50
1.189%
lot
1.00
323,000.00
0.445%
lot lot lot
1.00 1.00 1.00
565,481.25 129,590.63
0.779% 0.179%
865,900.00 1,157,805.00
1.193% 1.595%
1.00 1.00
167,835.46 117,566.43
0.231% 0.162%
TOTAL DIRECT COST
32,849,247.34
45.26%
9.0
sq.m sq.m
Page 30 of 59
DETA
LABOR/EQUI PMENT PRODUCTIVI TY
MAN
WEIGHT PER WEEK
PREDECESSOR
DURATION IN WEEKS
0.574% 0.689% 0.103% 0.069% 0.069% 0.034%
1.4, 1.5 1.1
1.2
6.00 4.00 2.00 4.00 2.00 2.00
0.258% 0.007% 0.103%
1.6 1.2 1.6
2.00 1.00 2.00
0.129% 0.015% 0.164% 0.001% 0.161% 0.024% 0.086%
2.1, 2.2 3.7 3.2 3.2 3.3, 3.4 4.4, 4.5 2.1
1.00 2.00 3.00 7.00 3.00 3.00 1.00
1.3
30
cu.m./man-week
10
3 20
pcs./man-week sq.m./man-week
5 10
0.051% 0.107%
3.3 3.2
278.00 7.00
600
kg/man-week
10
0.367% 0.072% 0.112%
3.2 4.4, 4.5 4.4, 4.5
9.00 37.00 37.00
Page 31 of 59
1
2
3
4
5
6
7
0.574%
0.103%
0.103%
0.069%
0.069%
0.069%
0.069%
0.069%
0.069%
8
0.574%
9
0.574%
18
sq.m./man-week
10 10 5 5 5
#DIV/0! 0.026% 0.111% 0.021% 0.004% 0.308%
4.7 3.3 7.2 7.3 7.4 4.7
0.00 9.00 1.00 1.00 1.00 4.00
0.138% 0.203% 0.371%
4.7 8.1 4.9
8.00 4.00 4.00
0.041%
4.4, 4.5
12.00
0.099%
6.1.5
12.00
0.056%
10.1
8.00
0.195% 0.045%
10.1, 13.2 12.1
4.00 4.00
0.398% 0.266%
12.2 12.3.1
3.00 6.00
0.039% 3.2 6.00 0.040% 13.1 4.00 WEEKLY PROJECTED ACCCOMPLISHMENT CUMULATIVE PROJECTED ACCOMPLISHMENT
Page 32 of 59
0.172%
0.172%
0.069%
0.069%
0.069%
0.069%
0.574%
0.574%
0.574%
0.17%
0.34%
0.41%
0.48%
0.55%
0.62%
1.19%
1.77%
2.34%
DETAILED GANTT CHART, S-CURVE, MANPOWER AND EQUIPM
10
11
12
0.574%
0.574%
0.574%
13
14
15
16
0.689%
0.689%
0.689%
0.689%
17
18
0.034%
0.034%
19
20
0.258%
0.258%
0.103%
0.103%
21
22
23
24
25
26
0.015%
0.015%
27
28
29
30
31
32
33
0.164%
0.164%
0.164%
0.164%
0.164%
0.164%
0.164%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
34
35
36
37
38
0.161%
0.051%
0.051%
0.051%
0.007%
0.129%
0.161%
0.161%
0.024%
0.024%
0.024%
0.086%
Page 33 of 59
0.107%
0.107%
0.107%
0.107%
0.367%
0.367%
0.367%
0.367%
0.051%
0.051%
0.051%
0.051%
0.051%
0.367%
0.367%
0.367%
0.367%
0.367%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.039%
0.039%
0.039%
0.039%
0.039%
0.026%
0.026%
0.026%
0.026%
0.026%
0.041%
0.041%
0.041%
0.041%
0.041%
0.041%
0.040%
0.040%
0.040%
0.040%
0.039%
0.574%
0.574%
0.574%
0.689%
0.689%
0.689%
0.689%
0.042%
0.034%
0.362%
0.362%
0.215%
0.000%
0.000%
0.000%
0.015%
0.015%
0.678%
0.678%
0.678%
0.678%
0.622%
0.622%
0.872%
0.894%
0.894%
0.503%
0.302%
0.302%
2.92%
3.49%
4.06%
4.75%
5.44%
6.13%
6.82%
6.86%
6.90%
7.26%
7.62%
7.83%
7.83%
7.83%
7.83%
7.85%
7.87%
8.54%
9.22%
9.90%
10.58%
11.20%
11.82%
12.69%
13.59%
14.48%
14.98%
15.29%
15.59%
Page 34 of 59
T, S-CURVE, MANPOWER AND EQUIPMENT SCHEDULE
39
40
0.072%
0.072%
0.112%
0.112%
Page 35 of 59
0.026%
0.026%
0.041%
0.041%
0.251%
0.251%
15.84%
16.09%
Page 36 of 59
UIPMENT SCHEDULE
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
Page 37 of 59
0.026%
0.026% 0.111% 0.021% 0.004%
0.041%
0.041%
0.041%
0.041%
0.251%
0.251%
0.335%
0.245%
0.188%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
0.184%
16.34%
16.59%
16.93%
17.17%
17.36%
17.54%
17.73%
17.91%
18.09%
18.28%
18.46%
18.65%
18.83%
19.01%
19.20%
19.38%
19.56%
19.75%
19.93%
20.11%
20.30%
20.48%
20.66%
20.85%
21.03%
21.22%
21.40%
21.58%
21.77%
Page 38 of 59
70
71
Page 39 of 59
0.099%
0.000%
0.099%
21.77%
21.87%
Page 40 of 59
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
Page 41 of 59
88
89
90
91
92
93
94
95
96
97
98
99
100
0.099%
0.099%
0.099%
0.099%
0.371%
0.371%
0.371%
0.371%
0.099%
0.099%
0.099%
0.099%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.308%
0.308%
0.308%
0.308%
0.138%
0.138%
0.138%
0.138%
0.099%
0.099%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.138%
0.138%
0.138%
0.138% 0.203%
0.203%
0.203%
0.203%
0.056%
0.056%
0.056%
0.056%
0.045%
0.045%
0.045%
0.045%
#DIV/0!
#DIV/0!
0.398%
0.398%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.266%
0.266%
0.266%
0.266%
0.099%
0.056%
0.056%
0.056%
0.056%
0.195%
0.195%
0.195%
0.195%
0.398%
0.266%
0.266%
0.099%
0.099%
0.099%
0.099%
0.470%
0.470%
0.470%
0.470%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.266%
0.266%
0.000%
21.96%
22.06%
22.16%
22.26%
22.73%
23.20%
23.67%
24.14%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
Page 42 of 59
101
102
Page 43 of 59
0.000%
0.000%
#DIV/0!
#DIV/0!
Page 44 of 59
PROJECT: CONSTRUCTION OF FOUR ( 4 ) STOREY RESIDENTIAL BUILDING LOCATION: DAVAO CITY COMPLETION TIME: WEEKS ITEM 1.0
DESCRIPTION
UNIT
QUANTITY
AMOUNT (Php)
RELATIVE WEIGHT (%)
lot lot lot lot lot lot
1 1 1 1 1 1
2500000 2000000 150000 200000 100000 50000
7.0867 5.6694 0.4252 0.567 0.2835 0.1418
lot lot lot
1 1 1
375000 5205.24 150000
1.063 0.0148 0.4252
lot lot cu.m sq.m cu.m cu.m lot
1 1 789.12 300 800 68.78 1
93750 22190 357725 4024 350000 51771.89 625000
0.2658 0.063 1.0141 0.0115 0.9922 0.1468 1.7717
cu.m sq.m
4161.38 1284.48
10325160 543071.87
29.2684 1.5395
kg lot lot lot
51213 1 1 1
2398698.48 575461.64 1929562.5 3000000
6.7996 1.6313 5.4697 8.504
pcs. set set sq.m lot sq.m
14527 2 7 25 1 300
343049.39 80319.18 15000 3125 151161.6 469306.89
0.9725 0.2277 0.0426 0.0089 0.4285 1.3304
lot lot
1 1
354936.03 1849996.16
1.0062 5.2442
lot
1
356781.77
1.0114
lot lot
1 1
850276.4 538154.4
2.4103 1.5255
PLANNING AND DESIGN PREPARATION
1.1 1.2 1.3 1.4 1.5 1.6 2.0
Preparation Of Complete Set Of Plans Permits and Other Related Works Geotechnical investigation and Soil Reports Structural Design and Analysis Site Survey Approve Safety and Health Program GENERAL REQUIREMENTS
2.1 2.2 2.3 3.0
Temporary Facilities Project Billboard and Other Signages Safety and Health SITE WORK
3.1 3.2 3.3 3.4 3.5 3.6 3.7 4.0
Perimeter and Safety Enclosure Site Clearing and Grubbing Earthworks / Excavation Termite Proofing / Soil Poisoning Boulder File and Gravel Fill Earthfill and Embankent Temporary Access to Manpower / Equipment STRUCTURAL CONCRETE WORKS
4.1 4.2 5.0
Reinforced Concrete (Columns , Beams , Footing, etc.) Concrete Formworks STRUCTURAL STEEL WORKS
5.1 5.2 5.3 5.4 6.0
Deformed Reinforcing Bars Railings Hardware Materials Equipment Rentals MASONRY
6.1 6.2 6.3 6.4 6.5 6.6 7.0
CHB Load Bearing 100mm thk Construction of Septic Vaults Construction of Catch Basin Construction of Grease Traps Cement Plaster Finish Waterproofing TILE WORKS
7.1 7.2 8.0
Glaze Tiles and Trims Unglazed Tiles PLUMBING / SANITARY WORKS
8.1 9.0
Plumbing Works DOORS, WINDOWS, & CEILINGS
9.1 9.2
Ceiling Works Jalousie Windows (glass)
9.3 10.0
Doors
1
268268.94
0.7605
lot
1
863349.5
2.4474
lot
1
323000
0.9156
lot lot lot lot
1 1
565481.25 129590.625 865900 1157805
1.603 0.3674 2.4546 3.282
sq.m sq.m
1 1
167835.46 117566.43
0.4758 0.3333
35277524.645
100
ELECTRICAL WORKS
10.1 Main Feede, Sub-Feeder and Circuit Lines 11.0
ELECTRONIC WORKS
11.1 Internet, Telephones, CCTV, & Paging System 12.0
INSTALLATION OF FIRE PROTECTION SYSTEM
12.1 12.2 12.3 12.4 13.0
lot
Raceways and Wires For Smoke Detections Fire Suppression and Fire Alarm System Ground Floor Second to Fourth Floor PAINT WORKS
13.1 Painting (Masonry / Concrete) 13.2 Painting (Wood)
TOTAL DIRECT COST
MANPOWER P
DESIGNAT ION
R
O
J
E
C
T
90 IST QUARTER
D
U
R
A
T
I
O
UTILIZATION N
180 2ND QUARTER
-
( C
A
L
E
270 3RD QUARTER
N
DESIGNAT ION 15
15
15
15
15
Project Engineer
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
Material Engineer
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
Construction Safety Engineer
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
8
8
8
8
8
8
8
8
0
15 ### 15
15###15
0
15
15 15
###10 10 10 10
0
10
10 ### 10
15
10
10
0
4 4
4
4
4
4
2
2
2
2
2
2
2
2
0 0 0
2
0 0
10
10
10
10
10
0
1
1
1
1
1
10 ### 10 1
1
1
10###20 20 20 20 1
1 1
1
Name and Signature of Bidders/Representative
1
1
20 1
RELATIVE WEIGHT (%)
Duration in Weeks
Weight Per Week (%)
Predecessor
7.0867 5.6694 0.4252 0.567 0.2835 0.1418
4 3 2 3 1 1
1.771675 1.8898 0.2126 0.189 0.2835 0.1418
1.4 1.1
1.063 0.0148 0.4252
1 1 1
1.063 0.0148 0.4252
1.6 1.2 1.6
0.2658 0.063 1.0141 0.0115 0.9922 0.1468 1.7717
1 1 2 4 2 2 1
0.2658 0.063 0.50705 0.002875 0.4961 0.0734 1.7717
2.1 3.7 3.2 3.2 3.3 3.3 2.1
29.2684 1.5395
32 4
0.9146375 0.384875
4.2 3.3
6.7996 1.6313 5.4697 8.504
28 2 30 30
0.2428428571 0.81565 0.1823233333 0.2834666667
3.3 4.1 4.2 4.2
0.9725 0.2277 0.0426 0.0089 0.4285 1.3304
8 1 1 1 6 2
0.1215625 0.2277 0.0426 0.0089 0.0714166667 0.6652
4.2 3.3 6.2 6.3 5.3 4.1
1.0062 5.2442
4 6
0.25155 0.8740333333
6.5 6.5
1.0114
14
0.0722428571
4.2
2.4103 1.5255
3 2
0.8034333333 0.76275
4.1 4.1
1
2
3
4
5
7
8
1.7717 1.7717 1.7717 0.2126 0.2126
1.3
0.189 0.2835
1.2
6
0.189 0.189
0.7605
1
0.7605
4.1
2.4474
6
0.4079
5.1
0.9156
4
0.2289
10.1
1.603 0.3674 2.4546 3.282
2 2 1 3
0.8015 0.1837 2.4546 1.094
10.1 12.1 12.2 12.3
0.4758 0.3333
6 4
0.0793 0.083325
6.5 4.1
WEEKLY PROJECTED ACCOMPLISHMENT
100
0.4961 0.2126 0.189 0.189 0.189 1.7717 1.7717 1.7717 0.4961 0.7087 0.8977 1.0867 1.2757 3.0474 4.8191 6.5907
CUMULATIVE PROJECTED ACCOMPLISHMENT
MANPOWER RESOURCES Project Manager Architect Structural Engineer Electrical Engineer Mechanical Engineer Master Plumber Geotechnical Engineer Surveyor Office Staff Project Engineer Site Engineer Construction Foreman Time Keeper Skilled Mason Skilled Steelman Skilled Carpenter Skilled Welder Skilled Painter Skilled Electrician Skilled Plumber Helper/Laborer Machine Operator
ZATION ( C
A
L
E
270 3RD QUARTER
N
D
A
R
D
A
Y
360 4TH QUARTER
S
)
15
15
15
15### 15
15
15
15
1
1
1
1### 1
1
1
1
1
1
1
1### 1
1
1
1
1
1
1
1### 1
1
1
1
8
8###
10
4
4
4### 4
4
4
4
4
4### 4
4
4
4
2
2
2
2###
2
2
2
2### 2 ### 2
2
4
20
20
20
20 ###20
20
6
6
1
1
1
1### 1
1
1
1
DETAILED GANTT CHART AND S-CUR
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
1.7717 1.8898 1.8898 1.8898
0.1418 1.063 0.0148 0.4252 0.2658 0.063 0.5071 0.5071 0.0029 0.0029 0.0029 0.0029 0.4961 0.4961 0.0734 0.0734 1.7717 0.9146 0.9146 0.3849 0.3849 0.3849 0.3849 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.1823 0.1823 0.2835 0.2835 0.1216 0.1216 0.2277 0.0426 0.0089
0.0722 0.0722
1.7717 1.8898 1.8898 1.8898 0.1566 1.4882 2.0375 0.063 0.5099 1.006 1.4278 0.7466 0.6366 0.6277 1.8171 1.8171 8.3624 10.252 12.142 14.032 14.188 15.677 17.714 17.777 18.287 19.293 20.721 21.467 22.104 22.732 24.549 26.366
AND S-CURVE
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146
0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.1216 0.1216 0.1216 0.1216 0.1216 0.1216
0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722 0.0722
1.8171 1.8171 1.8171 1.8171 1.8171 1.8171 1.6955 1.6955 1.6955 1.6955 1.6955 1.6955 1.6233 1.6233 1.6233 1.6233 28.183 30 31.817 33.634 35.451 37.268 38.964 40.659 42.355 44.05 45.746 47.441 49.065 50.688 52.311 53.935
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146 0.9146
0.2428 0.2428 0.2428 0.2428 0.2428 0.2428 0.8157 0.8157 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.1823 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835 0.2835
0.0714 0.0714 0.0714 0.0714 0.6652 0.6652
0.8034 0.8034 0.7628 0.7628
0.8034 0.4079 0.4079 0.4079 0.4079 0.4079 0.4079 0.2289 0.2289 0.2289 0.2289
0.0833 0.0833 1.6233 1.6233 1.6233 1.6233 1.6233 1.6233 1.7883 1.7883 1.7883 1.7883 1.7883 1.7883 1.215 1.215 4.2341 3.4307 55.558 57.181 58.804 60.428 62.051 63.674 65.462 67.251 69.039 70.827 72.616 74.404 75.619 76.834 81.068 84.499
57
58
59
60
61
62
0.0714 0.0714
0.2516 0.2516 0.2516 0.2516 0.874 0.874 0.874 0.874
0.8034
63
64
0.8015 0.8015 0.1837 0.1837 2.4546 1.094
1.094 1.094
0.0793 0.0793 0.0793 0.0793 0.0793 0.0793 0.0833 0.0833 1.7597 0.9562 1.3886 1.3886 3.6595 2.2989 1.1733 1.1733 86.258 87.215 88.603 89.992 93.651 95.95 97.124 98.297
DETAILED GANTT CHART AND S-CURVE PROJECT: CONSTRUCTION OF FIVE ( 5 ) STOREY DOH XI MAIN OFFICE BUILDING - PHASE - I LOCATION: REGIONAL OFFICE 11 - J.P. LAUREL AVE., BAJADA, DAVAO CITY COMPLETION TIME: 102 WEEKS
ITEM
1.0
PLANNING AND DESIGN PREPARATIONS Preparations of Complete Set of Plans Permits and Other Related Works Geotechincal Investigation and Soil Reports Structural Design and Analysis Site Survey Approved Safety and Health Program GENERAL REQUIREMENTS 2.1 Temporary Facilities 2.2 Project Billboard and Other Signages 2.3 Safety and Health SITE WORK 3.1 Perimeter & Safety Enclosure 3.2 Site Clearing & Grubbing 3.3 Eathworks/Excavation 3.4 Termite Proofing/Soil Poisoning 3.5 Boulder File & Gravel Fill 3.6 Earthfill & Embankment 3.7 Demolition of Existing 2-Storey Building 3.8 Disposal of Unsuitable Waste Materials 3.9 Temporary Access to Manpower/Equipment STRUCTURAL CONCRETE WORKS 4.1 Pile Footing 4.2 Concrete Formworks 4.3 Foundation/Pile Cap 4.4 Footing Tie Beams (Concrete) 4.5 Column Pedestal (Concrete) 4.6 Shearwall/Elavator Pit Slabs (Concrete) 4.7 Suspended Slabs (Concrete) 4.8 Slab on Fill (Concrete) 4.9 Stairs (Concrete) STRUCTURAL REINFORCING STEEL WORKS 5.1 Pile Cap (Rebars) 5.2 Footing Tie Beams (Rebars) 5.3 Column Pedestal (Rebars) 5.4 Shearwall/Elavator Pit Slabs (Rebars) 5.5 Suspended Slabs (Rebars and Steel Deck) 5.6 Slab on Fill (Rebars) 5.7 Stairs (Rebars) STRUCTURAL REINFORCING STEEL WORKS 6.1 Bolted Structural Steel 6.1.1 Second Floor 6.1.2 Third Floor 6.1.3 Fourth Floor 6.1.4 Fifth Floor 6.1.5 Roof Deck 6.2 Hardware Materials 6.3 Equipment Rentals MASONRY 7.1 Exterior and interior CHB Partition 7.2 Construction of Cistern Tank 7.3 Construction of Septic Vaults 7.4 Construction of Catch Basin 7.5 Construction of Grease Trap 7.6 Waterproofing at Roofdeck and All Toilet ROOFING AND METALWORKS 8.1 Roof Frames at Roof Deck and Fire Exit Frames 8.2 Roofing Sheets with Insulation at Roof Deck 8.3 Installation of Handrails PLUMBING/SANITARY WORKS 9.1 Vent Storm Drainage Waste & Sanitary Line 9.2 Pipes & Fittings 9.3 Waterline Connection ELECTRICAL WORKS 10.1 ELECTRONIC Main feeder, WORKS Sub-feeder andON Circuit BASED THELines APPROVED PLANS AND SPECIFICATIONS AT GROUND FLOOR TO DECK 11.1 ROOF Internet, Telephones, CCTV, Paging system INSTALLATION OF FIRE PROTECTION SYSTEMS 12.1 Raceways and Wires for Smoke Detectors 12.2 Fire Suppression and Fire Alarm System 12.3 Sprinkler Heads and other Accessories 12.3.1 Groundfloor 12.3.2 Second to Fourth Floor 12.3.3 Fifth Floor PAINTING WORKS 13.1 Priming and painting of all Steel Structures 13.2 Priming of All Fire Protection Pipes 1.1 1.2 1.3 1.4 1.5 1.6
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0 11.0 12.0
13.0
DESCRIPTION
UNIT
QUANTITY
AMOUNT
RELATIVE WEIGHT
WEIGHT PER WEEK
PREDECESSOR
DURATION IN WEEKS
lot lot lot lot lot lot
1.00 1.00 1.00 1.00 1.00 1.00
2,500,000.00 2,000,000.00 150,000.00 200,000.00 100,000.00 50,000.00
3.444% 2.756% 0.207% 0.276% 0.138% 0.069%
0.574% 0.689% 0.103% 0.069% 0.069% 0.034%
1.4 1.1
1.2
6.00 4.00 2.00 4.00 2.00 2.00
lot lot lot
1.00 1.00 1.00
375,000.00 10,000.00 150,000.00
0.517% 0.014% 0.207%
0.258% 0.007% 0.103%
1.6 1.2 1.6
2.00 2.00 2.00
lot lot cu.m sq.m cu.m lot lot lot lot
1.00 1.00 2,000.00 1,000.00 800.00 1.00 1.00 1.00 1.00
93,750.00 62,500.00 300,000.00 312,500.00 350,000.00 125,000.00 187,500.00 62,500.00 62,500.00
0.129% 0.086% 0.413% 0.431% 0.482% 0.172% 0.258% 0.086% 0.086%
0.129% 0.043% 0.059% 0.062% 0.161% 0.057% 0.086% 0.001% 0.086%
2.1 3.7 3.2 3.2 3.3 4.4, 4.5 3.1 3.9 2.1
1.00 2.00 7.00 7.00 3.00 3.00 3.00 81.00 1.00
pcs sq. m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m.
116.00 720.00 380.00 80.00 80.00 95.00 450.00 135.00 25.00
10,325,160.00 14.226% 495,000.00 0.682% 2,375,000.00 3.272% 500,000.00 0.689% 500,000.00 0.689% 593,750.00 0.818% 2,531,250.00 3.487% 590,625.00 0.814% 1,734,375.00 2.390%
1.778% 0.170% 0.467% 0.344% 0.344% 0.409% 0.436% 0.271% 2.390%
3.3 3.2 4.1, 5.1 3.3, 5.2 4.2, 5.3 5.4 5.5 5.6 5.7
8.00 4.00 7.00 2.00 2.00 2.00 8.00 3.00 1.00
1.3
kg kg kg kg kg kg kg
51,213.00 13,901.00 28,308.00 2,899.50 11,138.00 6,158.00 834.75
1,705,316.00 482,832.00 953,356.00 740,624.00 2,509,416.00 234,416.00 1,433,612.00
2.350% 0.665% 1.314% 1.020% 3.457% 0.323% 1.975%
0.261% 0.222% 0.263% 1.020% 0.864% 0.108% 1.975%
3.2 3.2 3.2 5.1 6.1.5 3.6, 5.4 5.5
9.00 3.00 5.00 1.00 4.00 3.00 1.00
kg kg kg kg kg lot lot
172,655.75 132,949.74 101,204.47 108,304.52 101,557.44 1.00 1.00
5,524,983.90 4,254,391.73 3,238,542.94 3,465,744.78 3,249,838.12 1,929,562.50 3,000,000.00
7.612% 5.862% 4.462% 4.775% 4.478% 2.658% 4.133%
0.761% 0.733% 0.744% 0.682% 0.746% 0.072% 0.112%
4.4, 4.5, 13.1 6.1.1 6.1.2 6.1.3 6.1.4 4.4, 4.5 4.4, 4.5
10.00 8.00 6.00 7.00 6.00 37.00 37.00
sq.m set set set sq.m sq.m
3,089.20 3.00 2.00 12.00 25.00 1,300.00
2,374,550.46 172,509.15 80,319.18 15,000.00 3,125.00 893,750.00
3.272% 0.238% 0.111% 0.021% 0.004% 1.231%
0.182% 0.026% 0.111% 0.021% 0.004% 0.308%
4.7 3.3 7.2 7.3 7.4 4.7
18.00 9.00 1.00 1.00 1.00 4.00
sq.m sq.m lot
823.00 823.00 1.00
802,425.00 588,445.00 1,077,705.00
1.106% 0.811% 1.485%
0.138% 0.203% 0.371%
4.7 8.1 4.9
8.00 4.00 4.00
lot lot lot
1.00 1.00 1.00
853,612.50 286,780.00 1,241,836.70
1.176% 0.395% 1.711%
0.098% 0.033% 0.143%
4.4, 4.5 4.4, 4.5 9.1
12.00 12.00 12.00
lot
1.00
863,349.50
1.189%
0.099%
6.1.5
12.00
lot
1.00
323,000.00
0.445%
0.056%
10.1
8.00
lot lot lot
1.00 1.00 1.00
565,481.25 129,590.63
0.779% 0.179%
0.195% 0.045%
10.1, 13.2 12.1
4.00 4.00
865,900.00 1,157,805.00 670,915.00
1.193% 1.595% 0.924%
0.398% 0.266% 0.308%
12.2 12.3.1 12.3.2
3.00 6.00 3.00
78,000.00 78,000.00
0.107% 0.107%
0.018% 3.2 6.00 0.027% 13.1 4.00 WEEKLY PROJECTED ACCCOMPLISHMENT CUMULATIVE PROJECTED ACCOMPLISHMENT
lot lot
1.00 1.00
TOTAL DIRECT COST
72,581,145.34 100.00%
1
2
3
4
5
6
7
0.574%
8
0.574%
9
0.574%
10
0.574%
11
0.574%
12
13
0.103%
0.069%
0.069%
0.069%
0.069%
0.069%
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
0.001%
0.001%
0.001%
0.308%
0.308%
0.308%
0.574% 0.689%
0.103%
14
0.689%
0.689%
0.689%
0.069%
0.034%
0.034%
0.007%
0.007%
0.258%
0.258%
0.103%
0.103%
0.129%
0.086%
0.086%
0.086%
0.001%
0.001%
0.001%
0.043%
0.043%
0.001%
0.001%
0.059%
0.059%
0.059%
0.059%
0.059%
0.059%
0.059%
0.062%
0.062%
0.062%
0.062%
0.062%
0.062%
0.062% 0.161%
0.161%
0.057%
0.057%
0.057%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
1.778%
1.778%
1.778%
1.778%
1.778%
1.778%
1.778%
1.778%
0.467%
0.467%
0.467%
0.409%
0.409%
0.161%
0.001%
0.001%
0.001%
0.001%
0.467%
0.467%
0.467%
0.467%
0.271%
0.271%
0.271%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.436%
0.436%
0.436%
0.436%
0.436%
0.436%
0.436%
0.436%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.001%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.182%
0.308%
0.308%
0.308%
0.308%
0.138%
0.138%
0.138%
0.138%
0.138%
0.138%
0.138%
0.138% 0.203%
0.203%
0.203%
0.203%
0.056%
0.056%
0.056%
0.056%
0.045%
0.045%
0.045%
0.045%
0.398%
0.398% 0.266%
0.266%
0.266%
0.266%
0.001%
0.001%
0.266%
0.266%
0.086%
0.170%
0.170%
0.170%
0.170%
0.344%
0.344%
0.344%
0.344%
0.261%
0.261%
0.261%
0.263%
0.263%
2.390%
0.261%
0.261%
0.261%
0.222%
0.222%
0.222%
0.263%
0.263%
0.263%
0.261%
0.261%
0.261%
0.761%
0.761%
0.761%
1.020% 0.864% 0.108%
0.108%
0.108%
0.761%
0.761%
0.761%
0.864%
0.864%
0.864%
1.975%
0.761%
0.761%
0.761%
0.761% 0.733%
0.733%
0.733%
0.733%
0.733%
0.733%
0.733%
0.733% 0.744%
0.744%
0.744%
0.744%
0.744%
0.744% 0.682%
0.682%
0.682%
0.682%
0.682%
0.682%
0.682% 0.746%
0.746%
0.746%
0.746%
0.746%
0.746%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.072%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.112%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026%
0.026% 0.111% 0.021% 0.004%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.098%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033%
0.033% 0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.143%
0.371%
0.371%
0.371%
0.371%
0.099%
0.099%
0.099%
0.099%
0.143%
0.099%
0.099%
0.099%
0.099%
0.099%
0.099%
0.099%
0.099%
0.056%
0.056%
0.056%
0.056%
0.195%
0.195%
0.195%
0.195%
0.398%
0.018%
0.018%
0.018%
0.018%
0.018%
0.018% 0.027%
0.027%
0.027%
0.027%
0.172%
0.172%
0.069%
0.069%
0.069%
0.069%
0.574%
0.574%
0.574%
0.574%
0.574%
0.574%
0.689%
0.689%
0.689%
0.689%
0.041%
0.041%
0.362%
0.362%
0.215%
0.087%
0.087%
0.087%
0.044%
0.044%
1.056%
1.056%
1.056%
0.834%
3.130%
2.868%
3.321%
3.387%
3.387%
4.557%
3.866%
3.866%
1.678%
1.842%
1.842%
1.842%
1.159%
1.069%
1.064%
1.060%
1.060%
1.060%
1.060%
1.060%
1.071%
1.071%
1.071%
1.071%
1.071%
1.071%
0.867%
0.867%
0.867%
0.867%
0.867%
0.867%
0.867%
0.931%
0.931%
0.931%
0.931%
0.931%
0.931%
0.865%
0.965%
1.400%
1.400%
2.511%
2.926%
0.907%
0.907%
0.907%
0.907%
0.728%
0.728%
0.728%
0.879%
0.571%
0.571%
0.571%
0.421%
0.486%
0.486%
0.486%
0.783%
0.580%
0.580%
0.449%
0.449%
0.449%
0.449%
0.267%
0.267%
0.309%
0.309%
0.309%
0.17%
0.34%
0.41%
0.48%
0.55%
0.62%
1.19%
1.77%
2.34%
2.92%
3.49%
4.06%
4.75%
5.44%
6.13%
6.82%
6.86%
6.90%
7.26%
7.63%
7.84%
7.93%
8.02%
8.10%
8.15%
8.19%
9.25%
10.30%
11.36%
12.19%
15.32%
18.19%
21.51%
24.90%
28.29%
32.84%
36.71%
40.57%
42.25%
44.09%
45.94%
47.78%
48.94%
50.00%
51.07%
52.13%
53.19%
54.25%
55.31%
56.37%
57.44%
58.51%
59.58%
60.65%
61.72%
62.79%
63.66%
64.53%
65.39%
66.26%
67.13%
67.99%
68.86%
69.79%
70.72%
71.65%
72.58%
73.52%
74.45%
75.31%
76.28%
77.68%
79.08%
81.59%
84.51%
85.42%
86.33%
87.24%
88.14%
88.87%
89.60%
90.33%
91.21%
91.78%
92.35%
92.92%
93.34%
93.83%
94.31%
94.80%
95.58%
96.16%
96.74%
97.19%
97.64%
98.09%
98.54%
98.81%
99.07%
99.38%
99.69%
100.0%
Page 59 of 59
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