BARANGAY GUADALUPE BOGO CEBU Tender

Description Project : Multi-purpose Buidling(phase 1) ( Design & Build ) Location: Barangay Guadalupe, Bogo City Sof: Detailed Estimates Footing: V=(1.5x1.5x1.5)x 16 Units = 54m3 Vt= 60.314m3 Tie Beam: V=(0.20x0.35)x 90.2ln.m = 6.314m3 Items Work Description Qty Unit Unit Price Amount I. Earthworks Ia. Excavation Material Cost: - Labor Cost Person # Of Days Rate Skilled Worker 1 20 550.00 11,000.00 Unskilled Worker 10 20 350.00 70,000.00 Subtotal 81,000.00 Total Direct Cost 81,000.00 Ocm 12,150.00 Profit 8,100.00 Vat 5% 5,062.50 Total Cost Of I 106,312.50 Items Work Description Qty Unit Unit Price Amount Ib. Backfilling ( For Foundation Only) Material Cost: - Labor Cost Person # Of Days Rate Skilled Worker 1 12 550.00 6,600.00 Unskilled Worker 6 12 350.00 25,200.00 Subtotal 31,800.00 Total Direct Cost 31,800.00 Ocm 4,770.00 Profit 3,180.00 Vat 5% 1,987.50 Total Cost Of I 41,737.50 Total Volume: V=(147.25 M2 X 1m )= 147.25 M3 Items Work Description Qty Unit Unit Price Amount Ic. Embankment Material Cost: Limestone (18m3) 8 Truckload 8,500.00 68,000.00 Subtotal 68,000.00 Spreading Of Limestone - Labor Cost Person # Of Days Rate Unskilled Worker 6 9 350.00 18,900.00 Subtotal 18,900.00 Total Direct Cost 86,900.00 Ocm 13,035.00 Profit 8,690.00 Vat 5% 5,431.25 Total Cost Of I 114,056.25 Items Work Description Qty Unit Unit Price Amount Id. Compaction Material Cost: - Labor Cost Person # Of Days Rate Skilled Worker 1 10 550.00 5,500.00 Unskilled Worker 4 10 350.00 14,000.00 Subtotal 19,500.00 Total Direct Cost 19,500.00 Ocm 2,925.00 Profit 1,950.00 Vat 5% 1,218.75 Total Cost Of Id 25,593.75 Total Cost Of Ia+ib+ic+id 287,700.00 Ii. Structural Concreting Ii.a.column Footing V=(1.5x1.5x0.35)x 16 Units = 12.6 Say 13 M3 Material Cost: Portland Cement 117 Bags 269.00 31,473.00 Washed Sand 7 M3 1,983.00 13,881.00 Crashed Gravel 14 M3 1,851.00 25,914.00 16 Mm Dia. Def. Bars 64 Lngths 545.00 34,880.00 12 Mm Dia. Def. Bars 4 Lngths 320.00 1,280.00 #16 Tiewire 15 Kgs 90.00 1,350.00 Subtotal 108,778.00 Labor Cost: Person # Of Days Rate Skilled Worker 2 12 550.00 13,200.00 Unskilled Worker 6 12 350.00 25,200.00 Subtotal 38,400.00 Total Direct Cost 147,178.00 Ocm 22,076.70 Profit 14,717.80 Vat 5% 9,198.63 Total Cost Of Ii.a 193,171.13 Ii.b. Column V=(0.35x0.35x10.4)x 16 Units = 20.384 Say 21 M3 Material Cost: Qty Unit Unit Price Amount Portland Cement 189 Bags 269.00 50,841.00 Washed Sand 11 M3 1,983.00 21,813.00 Crashed Gravel 22 M3 1,851.00 40,722.00 16 Mm Dia. Def. Bars 224 Lngths 545.00 122,080.00 10 Mm Dia. Def. Bars 420 Lngths 255.00 107,100.00 #16 Tiewire 55 Kgs 90.00 4,950.00 Subtotal 347,506.00 Labor Cost Person # Of Days Rate Skilled Worker 8 20 550.00 88,000.00 Unskilled Worker 12 20 350.00 33,600.00 Subtotal 121,600.00 Total Direct Cost 469,106.00 Ocm 70,365.90 Profit 46,910.60 Vat 5% 29,319.13 Total Cost Of Ii.b 615,701.63 Ii.c. Tie Beam V=(0.2x0.35)x 90.2 Ln.m = 6.314 Say 7 M3 Items Work Description Material Cost: Qty Unit Unit Price Amount Portland Cement 63 Bags 269.00 16,947.00 Washed Sand 4 M3 1,983.00 7,932.00 Crashed Gravel 8 M3 1,851.00 14,808.00 16 Mm Dia. Def. Bars 70 Lngths 545.00 38,150.00 10 Mm Dia. Def. Bars 90 Lngths 255.00 22,950.00 #16 Tiewire 25 Kgs 90.00 2,250.00 Subtotal 103,037.00 Labor Cost: Person # Of Days Rate Skilled Worker 4 7 550.00 15,400.00 Unskilled Worker 8 7 350.00 19,600.00 Subtotal 35,000.00 Total Direct Cost 138,037.00 Ocm 20,705.55 Profit 13,803.70 Vat 5% 8,627.31 Total Cost Of Ii.c 181,173.56 Ii.d.beam B1: V=(0.30x0.45x107.8)= 14.553 M3 Vt= 19.625 Say 20 M3 B2: V=(0.25x.40x41.3)= 4.13 M3 B3: V=(0.20x.3x15.7)= 0.942 M3 Items Work Description Material Cost: Qty Unit Unit Price Amount Portland Cement 180 Bags 269.00 48,420.00 Washed Sand 10 M3 1,983.00 19,830.00 Crashed Gravel 20 M3 1,851.00 37,020.00 16 Mm Dia. Def. Bars 254 Lngths 545.00 138,430.00 10 Mm Dia. Def. Bars 350 Lngths 255.00 89,250.00 #16 Tiewire 30 Kgs 90.00 2,700.00 Subtotal 335,650.00 Labor Cost: Person # Of Days Rate Skilled Worker 8 14 550.00 61,600.00 Unskilled Worker 12 13 350.00 54,600.00 Subtotal 116,200.00 Total Direct Cost 451,850.00 Ocm 67,777.50 Profit 45,185.00 Vat 5% 28,240.63 Total Cost Of Ii.d 593,053.13 Ii.f. Floor Slab Ground Floor Stage Area Floor V1=(15.21m2 X.1m)= 1.521 M3 Second Floor V1=(178.72m2 X.1m)= 17.872 M3 Vt= 25.021 M3 Canopy V2=(56.28m2 X .1m)= 5.628 M3 Items Work Description A. Material Cost: Qty Unit Unit Price Amount Portland Cement 230 Bags 269.00 61,870.00 Washed Sand 13 M3 1,983.00 25,779.00 Crashed Gravel 26 M3 1,851.00 48,126.00 10 Mm Dia. Def. Bars 920 Lngths 255.00 234,600.00 #16 Tiewire 75 Kgs 90.00 6,750.00 Material Cost 377,125.00 B. Labor Cost: Person # Of Days Rate Skilled Worker 4 20 550.00 44,000.00 Unskilled Worker 12 20 350.00 84,000.00 Sub - Total 128,000.00 Total Direct Cost 505,125.00 Ocm 75,768.75 Profit 50,512.50 Vat 5% 31,570.31 C. A + B Total Item Cost 662,976.56 Ii.g. Stairs Stair 1 Steps: V1 = (1 X .189 X .3) X 19 X 2 = 2.15 M3 V3 = ( 1 X .4 X .3) X 2 = .24 M3 Vt= 2.79 Say 3 M3 V2 = (1 X 2 X .10) X 2 = .4 M3 Items Work Description A. Material Cost: Qty Unit Unit Price Amount Portland Cement 30 Bags 269.00 8,070.00 Washed Sand 2 M3 1,983.00 3,966.00 Crashed Gravel 4 M3 1,851.00 7,404.00 16 Mm Dia. Def. Bars 16 Lngths 545.00 8,720.00 10 Mm Dia. Def. Bars 40 Lngths 255.00 10,200.00 #16 Tiewire 15 Kgs 90.00 1,350.00 Material Cost 39,710.00 B. Labor Cost: Person # Of Days Rate Skilled Worker 2 6 550.00 6,600.00 Unskilled Worker 4 6 350.00 8,400.00 Sub - Total 15,000.00 Total Direct Cost 54,710.00 Ocm 8,206.50 Profit 5,471.00 Vat 5% 3,419.38 C. A + B Total Item Cost 71,806.88 Total Cost Of Ii.a+ii.b+ii.c+ii.d+ii.e+iif+iig 2,317,882.89 Iii. Structural Masonry Total Area= 82.3 X .8 = 65.84 Say 66 M2 Items Work Description A. Material Cost: Qty Unit Unit Price Amount Pozzolan Cement 65 Bags 269.00 17,485.00 Washed Sand 9 M3 1,983.00 17,847.00 6'" Chb 825 Pcs 23.00 18,975.00 10 Mm Dia. Def. Bars 50 Lngths 255.00 12,750.00 #16 Tiewire 10 Kgs 90.00 900.00 Material Cost 67,957.00 B. Labor Cost: Person # Of Days Rate Skilled Worker 2 9 550.00 9,900.00 Unskilled Worker 4 9 350.00 12,600.00 Sub - Total 22,500.00 Total Direct Cost 90,457.00 Ocm 13,568.55 Profit 9,045.70 Vat 5% 5,653.56 C. A + B Total Item Cost 118,724.81 Note: Foundation To Finish Floor Line (ground) Only Iv. Plumbing & Waterline Works Items Work Description A. Material Cost: Qty Unit Unit Price Amount 2"⌀pvc Pipe 2 Lngths 500.00 1,000.00 4"⌀ Pvc Pipe 2 Lngths 1,200.00 2,400.00 1/2"x 90° Elbow Ppr Pipe 7 Pcs 30.00 210.00 3/4"x 90° Elbow Ppr Pipe 7 Pcs 35.00 245.00 1/2"⌀ Tee Ppr Pipe 6 Pcs 35.00 210.00 3/4"⌀ Tee Ppr Pipe 6 Pcs 35.00 210.00 3/4"⌀ Ppr Pipe 12 Lngths 520.00 6,240.00 1/2"⌀ Ppr Pipe 4 Lngths 250.00 1,000.00 1/2" Ppr Coupling 8 Pcs 35.00 280.00 Material Cost 11,795.00 B. Labor Cost: Person # Of Days Rate Skilled Worker 1 3 550.00 1,650.00 Unskilled Worker 2 3 350.00 2,100.00 Sub - Total 3,750.00 Total Direct Cost 15,545.00 Ocm 2,331.75 Profit 1,554.50 Vat 5% 971.56 C. A + B Total Item Cost 20,402.81 V. Electrical Works Items Work Description A. Material Cost: Qty Unit Unit Price Amount 1/2"⌀ Pvc Pipe 120 Length 125.00 15,000.00 1/2"⌀ 90° Elbow Pvc Pipe 45 Pcs 35.00 1,575.00 Rsc Pipe 1" 2 Length 450.00 900.00 Pvc Pipe 1" 2 Length 190.00 380.00 Entrance Cap 1" 2 Pc 85.00 170.00 Junction Box 4x4 30 Pcs 55.00 1,650.00 Material Cost 19,675.00 B. Labor Cost: Person # Of Days Rate Skilled Worker 1 5 550.00 2,750.00 Unskilled Worker 2 5 350.00 3,500.00 Sub - Total 6,250.00 Total Direct Cost 25,925.00 Ocm 3,888.75 Profit 2,592.50 Vat 5% 1,620.31 C. A + B Total Item Cost 34,026.56 Vi. Forms And Scaffolding Items Work Description A. Material Cost: Qty Unit Unit Price Amount 2"x2"x8' Coco Lumber 600 Pcs 97.00 58,200.00 2"x2"x10' Coco Lumber 350 Pcs 121.00 42,350.00 2"x3"x12' Coco Lumber 750 Pcs 210.00 157,500.00 1" Common Wood Nail 75 Kg 90.00 6,750.00 2" Common Wood Nail 75 Kg 90.00 6,750.00 #4 Common Wood Nail 150 Kg 80.00 12,000.00 3/4" Thk. Phenolic Plywood For Column 16 Sheets 1,650.00 26,400.00 1/2" Thk. Phenolic Plywood 120 Sheets 1,200.00 144,000.00 Material Cost 453,950.00 B. Labor Cost: Person # Of Days Rate Skilled Worker 6 20 550.00 66,000.00 Unskilled Worker 12 20 350.00 84,000.00 Sub - Total 150,000.00 Total Direct Cost 603,950.00 Ocm 90,592.50 Profit 60,395.00 Vat 5% 37,746.88 C. A + B + C Total Item Cost 792,684.38 Note: Column Formworks Use 3 Times Vii. Installation Of Project Billboard Items Work Description A. Material Cost: Qty Unit Unit Price Amount 8x8 Tarpaulin 1 Unit 1,500.00 1,500.00 2"x2"x10' Coco Lumber 6 Pcs 121.00 726.00 1"x2"x8' Coco Lumber 8 Pcs 55.00 440.00 Enamel Paint 1 Pcs 740.00 740.00 1 1/2" Common Wood Nail 1 Kg 90.00 90.00 2 1/2" Common Wood Nail 2 Kg 90.00 180.00 4" Common Wood Nail 3 Kg 80.00 240.00 Material Cost 3,916.00 B. Labor Cost: Person # Of Days Rate Skilled Worker 2 1 550.00 1,100.00 Unskilled Worker 2 1 350.00 700.00 Sub - Total 1,800.00 Total Direct Cost 5,716.00 Ocm 857.40 Profit 571.60 Vat 5% 357.25 C. A + B + C Total Item Cost 7,502.25 Viii. Occupational Safety And Health Items Work Description A. Material Cost: Qty Unit Unit Price Amount Safety Shoes 15 Pcs 995.50 14,932.52 Safety Helmet 15 Pcs 450.00 6,750.00 Safety Gloves 15 Pcs 300.00 4,500.00 Raincoats 15 Pcs 300.00 4,500.00 Safety Googles 15 Pcs 400.00 6,000.00 First Aid Medicine Kit 1 Set 3,500.00 3,500.00 Signage And Baricade 2 Sets 3,500.00 7,000.00 Material Cost 47,182.52 B. Labor Cost: Person Month Rate First Aider 1 5 15,000.00 75,000.00 Sub - Total 75,000.00 Total Direct Cost 122,182.52 Ocm - Profit 12,218.25 Vat 5% 6,720.04 C. A + B + C Total Item Cost 141,120.81