Municipality Of Argao, Cebu Tender

Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 Ls 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 10.00 1.00 A. Low Bed Trailer 0.00 - 0 Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 3.00 Each Dpwh Standard Output Per Day (opd)= 1.00 Each 3.00 Each Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' X 8') 37.00 Bd.ft. B. Lumber Coco 1.00 Kg C. Common Nails Assorted 2.00 Sheets D. Plywood Marine (1/4" X 4' X 8') B. Manpower: Number Of Days 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: 1300.00 Man-days A. Safety Helmet 1300.00 Man-days B. Safety Shoes 1300.00 Man-days C. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 40.00 1.00 A. Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 14.32 M3 Dpwh Standard Output Per Day (opd)= 9.84 M3 14.32 M3 Structure Excavation (common Soil) Direct Cost: B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 6.00 B. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 4.00 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 4.00 M3 Embankment From Structure Excavation Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Plate Compactor (5 Hp) 0.75 1.00 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 1.60 M3 Dpwh Standard Output Per Hour (oph)= 1.2 M3 1.60 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Plate Compactor (5 Hp) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 901(1) Lean Concrete Quantity 1.60 M3 Dpwh Standard Output Per Hour (oph)= 0.357m3 1.60 M3 Lean Concrete Direct Cost: A. Materials: 1.05 M3 A. Gravel 0.53 M3 B. Sand 9.98 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 Structural Concrete ( Tank) Quantity 11.22 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 11.22 M3 Structural Concrete ( Tank) Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 10.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1) " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 1,034.02 Kg Dpwh Standard Output Per Hour (oph)= 143.438 Kg 1034.02 Kg "reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 15.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 92.26 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 92.26 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 8.00 C. Unskilled Laborer 0.00 Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1021(a) Water Stop Quantity 17.00 L.m Dpwh Standard Output Per Hour (oph)= 2.00 L.m 17.00 L.m Water Stop Direct Cost: A. Materials: 2.00 Ln.m A. Water Stop 200x6mm Thk. Cor. With Center C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1021(b) Valving With Valve Box & Casing Quantity 9.00 Set Dpwh Standard Output Per Hour (oph)= 1.00 Set 9.00 Set Valving With Valve Box & Casing Direct Cost: A. Materials: 1.00 Set A. Gate Valve, 50mm Dia. Threaded Type 1.00 Set B.gate Valve, 38mm Dia. Threaded Type (inlet & Outlet) 25.00 Pc C.4" Chb 5.00 Bag D. Portland Cement 0.25 Mᶾ E.sand 0.50 Mᶾ F. Gravel 20.00 Kg G. Rebar, 10mm Ø, Def 0.50 Kg H. Gi Tie Wire, #16 1.00 Unit I. Valve Box Cover, 0.60m X 0.60m X 4mm Thk , Steel Plate With 2 Pcs. Anchor Bolt & Nuts, Lock Eyeand Cover Handle B. Manpower: Number Of Hours 16.00 1.00 A. Construction Foreman 16.00 2.00 B. Skilled Laborer 16.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1021(c) Tank Pipes & Fitting Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.00 Lot 1.00 Lot Tank Pipes & Fitting Direct Cost: A. Materials: Inlet Pipe: 2.00 Length G.i. Pipe, 38mm Ø X 6.0m, Ls-2 2.00 Pc G.i. Pipe Nipple, 38mm Ø X 0.50m, Ls-2 2.00 Pc G.i. Pipe Nipple, 38mm Ø X 0.40m, Ls-2 2.00 Pc G.i. St. Elbow, 38mm Ø X 90⁰ 2.00 Pc G.i. Elbow, 38mm Ø X 90° 2.00 Pc G.i. Elbow, 38mm Ø X 45° 2.00 Pc G.i. Union, 38mmø 2.00 Pc G.i. Tee,38mmø Outlet Pipe: 2.00 Pc G.i. Pipe, 38mm Ø X 6.0m, Ls-2 2.00 Pc G.i. Elbow, 38mm Ø X 90⁰ 4.00 Pc G.i. St. Elbow, 38mm Ø X 45° 4.00 Pc G.i. Elbow, 38mm Ø X 45° 4.00 Pc G.i. Pipe Nipple, 38mm Ø X 0.40m, Ls-2 4.00 Pc G.i. Tee, 38mmø 4.00 Pc G.i. Union, 38mmø By - Pass Pipe: 2.00 Pc G.i. Union, 38mmø 4.00 Pc G.i. Pipe Nipple, 38mm Ø X 0.40m, Ls-2 Over Flow Pipe: 2.00 Pc G.i. Pipe Nipple, 38mm Ø X 0.50m, Ls-2 2.00 Pc G.i. Elbow, 38mm Ø X 90° Drain Pipe: 2.00 Pc G.i. Pipe Nipple,38mm Ø X 1.00m, Ls-2 2.00 Pc G.i. Elbow, 38mm Ø X 90° 2.00 Pc G.i. Cap, 38mm Ø Air Vent Pipe: 2.00 Pc G.i. St. Elbow, 38mm Ø X 90° 2.00 Pc G.i. Pipe Nipple, 38mm Ø X 0.50m, Ls-2 2.00 Pc G.i. Elbow, 38mm Ø X 90° 4.00 Pc Hose Clamp, 38mm Ø, Stainless 2.00 Pc Mesh Wire 5mm X 5mm X 1.0m Ø, Stainless 32.00 Roll Sealant Tape 25 Mm X 10 M, “tombo” B. Manpower: Number Of Hours 24.00 1.00 A. Construction Foreman 24.00 2.00 B. Skilled Laborer 24.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1021(c2) Transmission And Distribution Pipe With Pipe Support And Thrust Block Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.00 Lot 1.00 Lot Transmission And Distribution Pipe With Pipe Support And Thrust Block Direct Cost: A. Materials: Transmission Line 228.00 Length G.i. Pipe, 50mm Ø X 6.0m, Ls-2 178.00 Length G.i. Pipe, 38mm Ø X 6.0m, Ls-2 193.00 Roll Sealant Tape 25 Mm X 10 M, “tombo” 4.00 Pc/s G.i. Elbow, 50mm Ø X 90° 4.00 Pc/s G.i. Elbow, 50mm Ø X 45° 28.00 Pc/s G.i. Union, 50mmø 180.00 Pc/s G.i. Coupling, 50mm Ø, Seamless, Sch.40 1.00 Pc/s Gate Valve, 50 Mm Ø, Threaded Type (drain) 1.00 Pc/s Gate Valve, 38 Mm Ø, Threaded Type (inlet And Outlet) 150.00 Pc/s G.i. Coupling, 38mm Ø, Seamless, Sch.40 4.00 Pc/s G.i. Elbow, 38mm Ø X 90° 4.00 Pc/s G.i. Elbow, 38mm Ø X 45° 28.00 Pc/s G.i. Union, 38mmø Distribution Line 139.00 Length G.i. Pipe, 38mm Ø X 6.0m, Ls-2 116.00 Length G.i. Pipe, 50mm Ø X 6.0m, Ls-2 128.00 Roll Sealant Tape 25 Mm X 10 M, “tombo” 4.00 Pc G.i. Elbow, 50mm Ø X 90° 4.00 Pc G.i. Elbow, 50mm Ø X 45° 16.00 Pc G.i. Union, 50mmø 100.00 Pc G.i. Coupling, 50mm Ø, Seamless, Sch.40 120.00 Pc Gate Valve, 50 Mm Ø, Threaded Type (drain) 3.00 Pc Gate Valve, 38 Mm Ø, Threaded Type (inlet And Outlet) 3.00 Pc G.i. Coupling, 38mm Ø, Seamless, Sch.40 19.00 Pc G.i. Elbow, 38mm Ø X 90° Pipe Support And Thrust Block 180.00 Bag Portland Cement 10.00 Mᶾ Sand 20.00 Mᶾ Gravel 160.00 Length Rebar,10mm Ø, Def. 15.00 Kg Gi Tie Wire, #16 20.00 Sheet Plywood, 1/4" X 4' X 8', Ordinary 200.00 Pc Lumber, 2" X 2" X 10', Coco 10.00 Kg Assorted Cw Nails B. Manpower: Number Of Hours 480.00 1.00 A. Construction Foreman 480.00 3.00 B. Skilled Laborer 480.00 8.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)a Painting Works (masonry Painting) Quantity 52.16 M2 Dpwh Standard Output Per Hour (oph)= 2.10 M2 52.16 M2 Painting Works (masonry Painting) Direct Cost: A. Materials: 0.02 Gal A. Concrete Neutralizer 0.04 Gal B. Concrete Sealer/prime 0.05 Gal C. Patching Compound 0.08 Gal D. Semi Gloss Latex (two Coat Only) E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1016(1)a Waterproofing Cement Base Quantity 54.77 M2 Dpwh Standard Output Per Hour (oph)= 1.875 M2 54.77 M2 Waterproofing Cement Base Direct Cost: A. Materials: 1.05 M2 A. Cement-based Waterproofing B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)