BARANGAY IGPIT, OPOL, MISAMIS ORIENTAL Tender

Description Improvement Of Covered Court Item No. 804 Description: Embankment Quantity: 65.88 Cu.m. Width Length Thk. Qty. Volume Unit Slab 17.00 31.00 O.10 1.00 52.70 Cu.m. A. Materials Name And Specification Quantity Unit Embankment Material (with 25% Shrinkage Factor) 65.88 Cu.m. B. Labor Designation No. Of Men No. Of Days Construction Foreman 1 12 Skilled Laborer 3 12 Laborer 6 12 C. Equipment Name And Capacity No. Of Equip No. Of Days Plate Compactor 1 4 Minor Tools 10% Of Labor Cost Item No. 804(4) Description: Gravel Fill Quantity: 26.35 Cu.m. Width Length Thk./ht. Total Unit Roofing 17.00 31.00 0.5 26.35 Cu.m. A. Materials Name And Specification Quantity Unit Gravel 1’’ 26.35 Cu.m. B. Labor Designation No. Of Men No. Of Days Construction Foreman 1 6 Skilled Laborer 3 6 Laborer 6 6 C. Equipment Name And Capacity No. Of Equip No. Of Days Plate Compactor 1 2 Item No. 900(1)c2 Description: Structural Concrete (footings & Slab On Fill), Class A @28 Days Quantity: 79.05 Cu.m. Width Length Thk./ht. Total Unit Slab On Fill 17.00 31.00 0.15 79.05 Cu.m. A. Materials Name And Specification Quantity Unit Portland Cement 719.00 Cu.m. Washed Sand 52.00 Cu.m. Washed Gravel 77.00 Cu.m. B. Labor Designation No. Of Men No. Of Days Construction Foreman 1 15 Skilled Laborer 4 15 Laborer 8 15 C. Equipment Name And Capacity No. Of Equip No. Of Days 1-bagger Mixer 1 15.00 Item No. 903 Description: Formworks & Falseworks Quantity: 120.00 Bd.ft. A. Materials Name And Specification Quantity Unit 2’’ X 6’’ X 10’ Coco Lumber 15.00 Pc Cwn Assorted 5.00 Kg B. Labor Designation No. Of Men No. Of Days Construction Foreman 1 3 Skilled Laborer 1 3 Laborer 2 3 Item No. 902(1)a Description: Reinforcing Steel (deformed), Grade 40 Quantity: 1,380.10 Kg Bar Ø No. Of Bars Length Pcs For 6m Unit Weight Quantity Sof Short 10mm Ø 61.00 17.00 182.00 3.70 673.40 Sof Long 10mm Ø 35.00 31.00 191.00 3.70 706.70 A. Materials Name And Specification Quantity Unit 10mm Ø X 6m Deformed Bar 1,380.10 Kg Gi Tie Wire #16 10.00 Kg B. Labor Designation No. Of Men No. Of Days Construction Foreman 1 6 Skilled Laborer 2 6 Laborer 4 6 C. Equipment Name And Capacity No. Of Equip No. Of Days Minor Tools 10% Of Labor Cost Item No. 1001 (9) Description: Storm Drainage & Downspout Quantity: 1.00 Ls A. Materials Name And Specification Quantity Unit 4” Ø Pvc Pipe S-1000 6.00 Pc 6” Ø Pvc Pipe S-1001 30.00 Pc 45 Deg. X 4” Ø Pvc Elbow 6.00 Pc 90 Deg. X 4” Ø Pvc Elbow 3.00 Pc Sovent 10.00 Can 4” Chb Non-load Bearing 45.00 Pc 10mm Dia. X 6m Def. Bar 5.00 Lh #16 G.i. Tie Wire 0.25 Kg Portland Cement 2.00 320 Mixed Sand & Gravel @3cu.m./truck-load 1.00 Load B. Labor Designation No. Of Men No. Of Days Construction Foreman 1 7 Skilled Laborer 3 7 Laborer 3 7 Item No. 1312 (2)b1 Description: Fabricated Metal Roofing Accessory (ga. 24, Gutter) Quantity: 29.00 Mtr. A. Materials Name And Specification Quantity Unit Prepainted Gutter Ga. 24 33.00 Inm Rivets 1.00 Box B. Labor Designation No. Of Men No. Of Days Construction Foreman 1 1 Skilled Laborer 2 1 Laborer 2 1 C. Equipment Name And Capacity No. Of Equip No. Of Days Minor Tools 10% Of Labor Cost Name And Specification Quantity Unit Scaffolding 1 Lot