Municipality Of Upi, Maguindanao Tender

Description Item No. Quantity Unit Item Description Lot A. Supply Of Labor B.5 1 2.01 Person/hour Construction Foreman 2 2.01 Person/hour Skilled Labor 3 4.02 Person/hour Unskilled Labor B.7(2) 1 36.00 Person/hour A. Certified Safety Engineer 2 144.00 Person/hour B. Health Personnel B.8(1) 1 5,472.00 Person/hour A. Traffic Controller 102(1) 1 23.00 Person/hour Construction Foreman 2 69.00 Person/hour Unskilled Labor 103(1)a 1 4.80 Person/hour Construction Foreman 2 14.40 Person/hour Unskilled Labor 104(2)a 1 27.66 Person/hour Construction Foreman 2 55.33 Person/hour Unskilled Labor 105(1)a 1 24.17 Person/hour Construction Foreman 2 48.33 Person/hour Unskilled Labor 200(1) 1 145.00 Person/hour Construction Foreman 2 290.00 Person/hour Unskilled Labor 311(1)c1 1 103.57 Person/hour Construction Foreman 2 414.29 Person/hour Skilled Labor 3 1,242.86 Person/hour Unskilled Labor 404(1)a 1 0.35 Person/hour Construction Foreman 2 0.70 Person/hour Skilled Labor 3 2.80 Person/hour Unskilled Labor 405 (1)b3 1 15.00 Person/hour Construction Foreman 2 60.00 Person/hour Skilled Laborer 3 120.00 Person/hour Unskilled Laborer Installation & Removal Of Formwork/falseworks 1 60.00 Person/hour Skilled Laborer 2 120.00 Person/hour Unskilled Laborer 500(1)a3 1 4.56 Person/hour Construction Foreman 2 9.12 Person/hour Skilled Labor 3 18.24 Person/hour Unskilled Labor 500(1)a1 1 7.04 Person/hour Construction Foreman 2 14.08 Person/hour Skilled Labor 3 28.16 Person/hour Unskilled Labor 612(1) 1 17.40 Person/hour Construction Foreman 2 34.80 Person/hour Skilled Labor 3 104.40 Person/hour Unskilled Labor 612(2) 1 8.70 Person/hour Construction Foreman 2 17.40 Person/hour Skilled Labor 3 52.20 Person/hour Unskilled Labor Lot B. Equipment Rental A.1.2 (4) 1 3.80 Unit/month A. Pick-up, 4 X 2, 2.5l Diesel Engine (brand New) B.8(1) 1 60.80 Unit/hour Two-way Radio (w/lifespan Consideration Of 2 Years) 2 334.40 Unit/hour Barricade Flasher Light (3 Volt, Battery Operated,amber Color,w/ Lifespan Consideration Of 6 Month) B.9 1 16.00 Unit/hour Mobilization/demobilization (1% Of Direct Cost Of Civil Works) 2 8.00 Unit/hour Payloader 3 8.00 Unit/hour Backhoe 4 8.00 Unit/hour Backhoe W/ Breaker 5 8.00 Unit/hour Truck Mounted Crane 2 6 8.00 Unit/hour Motorized Road Grader 7 8.00 Unit/hour Vibratory Roller 8 8.00 Unit/hour Water Truck/pump 9 32.00 Unit/hour Transit Mixer 10 8.00 Unit/hour Concrete Batch Plant 11 8.00 Unit/hour Jackhammer 12 8.00 Unit/hour Cargo/service Truck 1 102(1) 1 46.00 Unit/hour Dump Truck , All Models 2 23.00 Unit/hour Backhoe ( 0.80m3/1.04 Yd3 3 2.30 Unit/hour Payloader ( 1.5 M3/1.95 Yd3) 4 Minor Tools (10% Of Labor Cost) 103(1)a 1 9.60 Unit/hour Dump Truck (12 Yd3) 2 4.80 Unit/hour Backhoe ( 0.80 M3.1.04 Yd3) 3 Minor Tools (10% Of Labor Cost) 104(2)a 1 27.66 Unit/hour Motorized Road Grader 2 27.66 Unit/hour Vibratory Roller ( 10 Mt) 3 6.92 Unit/hour Water Truck/pump ( 16000 L) 105(1)a 1 24.17 Unit/hour Motorized Road Grader 2 24.17 Unit/hour Vibratory Roller ( 10 Mt) 3 6.04 Unit/hour Water Truck/pump ( 16000l) 200(1) 1 145.00 Unit/hour Motorized Road Grader 2 145.00 Unit/hour Vibratory Roller ( 10 Mt) 3 36.25 Unit/hour Water Truck/pump ( 16000 L) 311(1)c1 1 414.29 Unit/hour Transit Mixer 2 207.14 Unit/hour Concrete Vibrator 3 103.57 Unit/hour Concrete Batch Plant 4 103.57 Unit/hour Payloader 5 103.57 Unit/hour Concrete Screeder 6 103.57 Unit/hour Water Truck/pump 7 103.57 Unit/hour Concrete Saw 8 10.36 Unit/hour Bar Cutter 9 10.36 Unit/hour Sealer, Joint (machine) 10 Minor Tools (5% Of Labor) 404(1)a 1 0.05 Unit/hour A. Cargo Truck (9 - 10 T) 2 0.18 Unit/hour B. Bar Cutter 3 0.18 Unit/hour C. Bar Bender 405 (1)b3 1 15.00 Unit/hour One Bagger Mixer ( 4-6ft3/min 2 15.00 Unit/hour Concrete Vibrator 3 1.50 Unit/hour Water Truck/pump ( 16000 L) 500(1)a3 1 2.32 Unit/hour A. Backhoe (0.80 Cu.m.) 2 2.32 Unit/hour B. Plate Compactor (5 Hp) 3 Minor Tools (10% Of Labor Cost) 500(1)a1 1 3.52 Unit/hour A. Backhoe (0.80 Cu.m.) 2 3.52 Unit/hour B. Plate Compactor (5 Hp) 3 Minor Tools (10% Of Labor Cost) 612(1) 1 17.40 Unit/hour Cargo/service Truck 1 2 17.40 Unit/hour Applicator Machine 3 17.40 Unit/hour Kneading Machine 4 Minor Tools (10% Of Labor Cost) 612(2) 1 8.70 Unit/hour Cargo/service Truck 1 2 8.70 Unit/hour Applicator Machine 3 8.70 Unit/hour Kneading Machine 4 - Minor Tools (10% Of Labor Cost) Lot C. Supply & Delivery Of Construction Materials A.1.1 (8) 1 3.80 Mo. A. Rental Of Field Office B.3 1 13,252.00 Cu.m. A. Mineral Tax (provincial Tax Ordinance) 2 1.00 Lot B. Excise Tax (provincial Tax Ordinance) 4% Mineral Tax B.5 1 96.00 Sq.ft A. Tarpaulin ( 4'x 8') 2 378.00 Bd.ft B. Lumber ( Coco) 3 9.00 Pcs. C. Marine Plywood( 1/4'' X 4'x 8') 4 3.78 Kg D. Asst. Cwn 5 192.00 Sq.ft E. Tarpaulin ( 8'x 8') B.7(2) 1 1,309.00 Man-day A. Safety Helmet 2 678.00 Man-day B. Safety Shoes 3 1,309.00 Man-day C. Safety Vest 4 1,309.00 Man-day D. Working Gloves 5 632.00 Man-day E. Rubber Boots 6 120.00 Man-day F. Dusk Mask 7 120.00 Man-day G. Rain Coat B.8(1) 1 7.60 Each A. Speed Restriction (r4-1) 2 7.60 Each B. Road Work Ahead (t1-1) 3 7.60 Each C. End Roadwork (t2-16) 4 7.60 Each D. End Speed Restriction (r4-2) 5 7.60 Each E. Lane Status (t2-6-1) 6 7.60 Each F. Workmen Ahead (t1-5) 7 7.60 Each G. Prepare To Stop (t1-18) 8 3.80 Each H. Temporary Hazard Marker (chevron, T5-5) 9 68.40 Each I. Plastic Safety Barriers 10 68.40 Each J. Construction Safety Fence 11 15.20 Each K. Temporary Bollards (@5 Meters Apart) 12 7.60 Man-day L. Safety Vest 13 7.60 Man-day M. Hard Hat 14 7.60 Man-day N. Safety Shoes 104(2)a 1 1,729.01 Cu.m. Common Borrow (w/ 25% Shrinkage Factor) 200(1) 1 8,337.50 Cu.m. Aggregate Subbase Course (w/ 15% Shrinkage Factor) 311(1)c1 1 3,117.50 Kg Reinforcing Steel Bars Deformed Grade 40 2 2,102.50 L Curing Compound 3 870.00 L Asphalt Sealant 4 3,335.00 M Steel Forms 23 Cm Width 5 917.13 Cu.m. Fine Aggregate 6 1,667.50 Cu.m. Gravel G2-1/2 7 15,877.50 Bag Portland Cement (40 Kgs./bag With Advanced Mineral Additives, Conforming To Both Astm C595 And Pns 063) 8 1.09 Pc Concrete Saw (diamond Blade 14''dia) 9 51.48 M Pipe Sleeve, 2'' Dia. 10 63.08 L Grease/tar 404(1)a 1 1.32 Kgs A. Tie Wire (2% Of Rsb) 2 66.15 Kgs B. Reinforcing Steel Bars Grade 40, With 5% Wastage 405 (1)b3 1 525.00 Bd.ft. Lumber Good 2 8.40 Pc. Plywood Marine 1/2" X 4' X 8' (0.0125m X 1.2m X 2.44m) 3 21.00 Kg. Common Nails Assorted 4 199.50 Bag Portland Cement (40 Kgs./bag With Advanced Mineral Additives, Conforming To Both Astm C595 And Pns 063) 5 10.50 Cu.m. Fine Aggregate 6 21.00 Cu.m. Gravel G2-1/2 500(1)a3 1 8.64 Bag Portland Cement (40 Kgs./bag With Advanced Mineral Additives, Conforming To Both Astm C595 And Pns 063) 2 0.49 Cu.m. Fine Aggregate 3 8.00 Pc Reinforced Concrete Pipe Class Iv Dia 36"(910mm) 4 1.02 Cu.m. Fine Aggregate 500(1)a1 1 12.38 Bag Portland Cement (40 Kgs./bag With Advanced Mineral Additives, Conforming To Both Astm C595 And Pns 063) 2 0.70 Cu.m. Fine Aggregate 3 16.00 Pc Reinforced Concrete Pipe Class Iv Dia 24"(610mm) 1.41 Cu.m. Fine Aggregate 1 612(1) 2 141.38 Bag A. Thermoplastic (white) 3 14.36 Bag B. Glass Beads 4 52.20 L C. Primer 5 1.74 Cyl D. Lpg (50kg) 6 0.87 Cyl E. Lpg (12 Kg) 7 54.38 Kg F. Calsumine 8 - - Miscellaneous (5% Of Materials Cost) 612(2) 1 70.69 Bag A. Thermoplastic (white) 2 7.18 Bag B. Glass Beads 3 26.10 L C. Primer 4 0.87 Cyl D. Lpg (50kg) 5 0.44 Cyl E. Lpg (12 Kg) 6 27.19 Kg F. Calsumine Miscellaneous (5% Of Materials Cost) During The Post Qualification The Twg Has The Right To Ask A Purchase Order Incase The Item Is Not Available