Construction of Environmental Multi-Purpose Bldg Mrf

*The deadline for this tender has passed.

Tender Organisation:

BARANGAY 27-BAYANIHAN BUTUAN CITY

Tender Sector:

Industry-leather Tenders

Tender Service:

Worldwide

Tender Region:

Asian

Tender Country:

Philippines

Tender CPV:

9000001 : Asian bulk upload

Tender Document Type:

Tender Notice

Tender Description:

Invitation to Bid ITB Construction of Environmental Multi-Purpose Bldg MrfClosing Date Time 29092021 300 PMArea of Delivery Agusan Del NorteProcurement Mode Public BiddingBrief Item No Item of Works Unit Qnty Unit Cost Amount803 1 a Structure Excavation Common Soil CuM 4075 1 Quantity Compution A Footing - 12m X 12m X 145m X 9 Pcs CuM 1879 B Wall Footing - 40m X 85m X 36m CuM 1224 C Septic Tank - 3m X 180m X 180m CuM 972 Total Volume - CuM 4075 I Direct Cost A Materials Caution Tape 2 Width Roll 10 10000 10000 1X2X8- Sticks Bndle 20 39000 78000 CW Nails 2 Kls 10 7500 7500 Sub Total P 95500 B Labor 1 Foreman Days 70 50000 350000 4 Laborers Days 70 32000 896000 Sub Total P 1246000Total Direct Cost P 13415008041 a Embankment from Structure Excavation CuM 1615 1 Quantity Ccompution A Footing - 12m X 12m X 145m X 9 Pcs CuM 259 B Wall Footing - 40m X 20m X 36m CuM 288 C Flooring - 8m X 6m X 20m CuM 96 D Septic Tank - 3m X 180m X 020m CuM 108 Total Volume -CuM 1615 Say 17 CuMI Direct Cost A Materials Mixed Sand and Gravel CuM 170 65000 1105000 Sub Total P 1105000 B Labor Spreading Compacting 1 Foreman Days 25 50000 125000 3 Laborers Days 25 32000 240000 Sub Total P 365000 Total Direct Cost P 1470000 900 1 Structural Concete CuM 1217 1 Quantity Computation AFooting - 10m X 10m X 25m X 9pcs CuM 225 B Column - 25m X 25 43m X 9pcs CuM 242 C Wall Footing - 40m X 25m X 36m CuM 360 D Roof Beam - 25m X 30m X 34m CuM 255 E Septic Siab - 30m X 150m X 15 X 2 CuM 135 Total Volume - CuM 1217 I Direct Cost A Materials Portland Cement Bags 11100 28000 3108000 Screened Sand CuM 700 85000 595000 Washed Gravel CuM 1400 110000 1540000 Sub Total P 5243000 B Labor 1 Foreman Days 450 50000 225000 2 Skilled Worker Days 450 47000 423000 9 Laborers Days 450 32000 1296000 Sub Total P 1944000 C Equipment Rental 1 1-Bagger Conc Mixer Days 450 280000 1260000 10-OilLubricant 126000 P 1386000 Total Direct Cost P 8573000 902 1 Reinforcing Steel Kgs 105282 1 Quantity Ccompution 16mmo 12mmo 10mmo Tie WireA Footing - 12 Pcs X 10 M X 9 Pcs 10800 8640 B Column - 4pcs X 485 M X 8 Pcs 23 Pcs X 1m X 9 Pcs 17460 20700 22080 C Wall Footing - 3 Pcs X 36 M 107 Pcs X 40 M 13880 9630 D Roof Beam - 5 Pcs X 3238 M 172 Pcs X 110 M 17000 18920 24300 E Septic Siab - 8 Pcs X 30 M 16 Pcs X 150 M 11 X 15 M 6 X 3 8250 Total Length- 34460 19050 53500 64650 I Direct Cost A Materials 16mmox60m Std Dsb Pcs 5800 44600 2586800 12mmox60m Std Dsb Pcs 3200 25100 803200 10mmox60m Std Dsb Pcs 9000 17400 1566000 Tie Wire 16 Kgs 1300 8500 110500 Cutting Disk Pcs 500 10000 50000 Sub Total P 5116500 B Labor Cut Bend Place Rsb 1 Foreman Days 70 50000 350000 2 Steelman Days 70 47000 658000 4 Laborers Days 70 31000 868000 Sub Total P 1876000 Total Direct Cost P 6992500 903 2Formworks and Falseworks SqM 6048 I Direct Cost A Materials 12 X 4 X 8 -Ordinary Plywood Pcs 2100 85000 1785000 100 Pcs - 2 X 2 X 8 - Coco Lumber Bdft 26667 2500 666667 48 Pcs - 2 X 3 X 8 - Coco Lumber Bdft 19200 2500 480000 1 X 2 X 8 - Sticks Bndle 1200 39000 468000 CW Nails Asstd Kgs 1500 7500 112500 Sub Total P 3512167 B Labor 1 Foreman Days 50 50000 250000 2 Carpenters Days 50 47000 470000 4 Laborers Days 50 32000 640000 Sub Total P 1360000 Total Direct Cost P 4872167 1046 150 Mm Chb Non Load BearingLoad SqM 13815 Bearing Including Reinforcing Steel 1 Quantity Ccompution A Chb 6 - 40 M X 32 M 105 M X 15 M SqM 13815 I Direct Cost A Materials Chb 6 - 128 SqM Pcs 157500 1800 2835000 Portland Cement Bags 1310 28000 3668000 Screened Sand CuM 110 85000 935000 10mmox60m Std Dsb Pcs 900 17400 1566000 Tie Wire 16 Kgs 40 8500 34000 Hacksaw Blade Pc 30 7500 22500 Sub Total P 9060500 B Labor 1 Foreman Days 70 50000 350000 2 Mason Days 70 47000 658000 4 Laborers Days 70 32000 896000 Sub Total P 1904000 Total Direct Cost P 10964500 9001C2 Slab on Fill CuM 644 10m ThkI Direct Cost A Materials Portland Cement Bags 580 28000 1624000 Screened Sand CuM 350 85000 297500 Washed Gravel CuM 650 110000 715000 Sub Total P 2636500 B Labor 1 Foreman Days 40 50000 200000 2 Skilled Worker Days 40 47000 376000 4 Laborers Days 40 32000 512000 Sub Total P 1088000 C Equipment Rental 1 1-Bagger Conc Mixer Days 40 280000 1120000 10-OilLubricant 112000 P 1232000 Total Direct Cost P 4956500 1047 1 Structural Steel Roof Framing IS IS 1 Quantity Ccompution A Trusses - 3 Units M 2208 B Purlins - 1836 M M 1836 I Direct Cost A Materials 14 X 2 X 2 - Angle Bar TopBot Pcs 180 210000 3780000 14 X 1 12 - Angle Bar Top Bot W-M Pcs 120 168000 2016000 18 Mm X 2 X 3 - Channel Purlins Pcs 320 75000 2400000 316 X 1 - Flat Bar Top Bot W-M Pcs 100 34000 340000 16 Mm O Cross Bracing Pcs 100 44500 445000 16 Mm O Turn Buckle Pcs 120 14000 168000 10 Mm O Sag Rods Pcs 30 17400 52200 Cutting Disk Pcs 100 8500 85000 Welding Rod Kls 90 15000 135000 Sub Total P 9421200 B Labor 1 Foreman Days 100 50000 500000 2 Welder Days 100 47000 940000 3 Laborers Days 100 32000 960000 Sub Total P 2400000 Total Direct Cost P 11821200 1013 1 Corrugated Metal Roofing SqM 7388 1 Quantity Ccompution A Roofing - a - 7388 SqM SqM 7388 I Direct Cost A Materials Color Roof Rib Type Ga 26 Long Span LM 1060 45000 4770000Fab Color Bonded Ridge Roll X 8 Pcs 50 58400 292000Fab Color Bonded Gutter Fashing X 8 Pcs 190 38000 722000Fab Color Bonded Gutter X 8 Pcs 90 52000 468000Tex Screw Pcs 11200 200 224000GO Rivets Kls 10 22277 22277Sub Total P 6498277 B Labor 1 Foreman Days 130 50000 650000 1 Tinsmith Days 130 47000 611000 3 Laborers Days 130 32000 1248000 Sub Total P 2509000 Total Direct Cost P 9007277

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