Plywood Tenders

Description: CATEGORY: PAINT GREEN OG , PAINT WHITE , PAINT RFU RED , TAPE ADHESIVE TRANSPARENT , PAINT RFU YELLOW , WELDING ROD , LEATHER CLOTHING GREEN , MS SHEET 16 GAUGE , ARALDITE , ALCOHOL ISOPROPHYL , CLOTH LEATHER BLACK PVC , PLYWOOD 8 PLY , LEATHER CLOTH PVC WHITE

Description: CATEGORY: Steel Angles 35x35x6mm , Aluminum Sheet Half Hard 1.63mm , Plywood for General purpose MR-AA 12mm Thickness 06x04 feet , Plywood for General purpose MR-AA 08mm Thickness 06x04 feet , Plywood for General purpose WWR 16mm Thickness 06x03 feet

Description: CATEGORY: Single Stove Bhatti , Canal Digital pannel with butter paper , Digital Cord Printed , Stamp Large , Digita Printer with envdi , Central Income Dak Register , 15 x 12 x 2 phy computer pope , Refil ribbin 8m , Unclassified Incoming Dak Registed , Scre , Plywood 8 x 4 x 12 m , 8 x 4 x 12mm ply , Kabja 2 Inch , Kundi , SR Solution , Litlon Foam 6 x 3 inch , Rudra Tea Thermos 5 Ltr , Rudra tea thermos 10 Ltr , Milton Water Camper 22 Ltr , Wood Printer Asian , Wire Brush , Tennis Ball , Cricket bat , All out ultra , Combat C , Combatc , Poly olive , Narrow wooven fabric

Details: Description 5pcs 8mm X 1.2 X 2.4m Marine Plywood 240bf 60-2 X 2 12 Coco Lumber 4kls Cwnails # 4 3kls Cwnails # 2 2kls Cwnails # 1 1/2 74bags Portland Cement 8cu.m Wash Sand 3cu.m Selected Gravel 3/4''ø 650pcs 4 X 8 X 16 Chb 407kgs 110 - 10mm Rsb 5cu.m Sect. Gravel (11/2"ø) 6cu.m Selected Gravel 3/4''ø 8kls Tie Wire # 16 8pcs Cutting Disk

Details: Description 605 Project Signboard Quantity: 5.76 Sq.m. Materials Tarpaulin 1 Pcs. Ordinary Plywood 4' X 8' X 1/2" 2 Pcs. Cocolumber 2" X 3" X 12' 5 Pcs. Assorted Common Nail 1 Kgs. Labor 1 Carpenter 0.5 Day 1 Laborer 0.5 Day Spl-i Construction Safety And Health Quantity: 1.00 L.s. Materials Safety Helmet 15.00 Pcs. Hand Gloves 15.00 Pcs. Safety Shoes 15.00 Pcs. Miscellaneous Items 1.00 Lot (medicine, Medicine Cabinet, Water, First-aid Kit) 100 Clearing And Grubbing Quantity: 1.00 L.s Equipments 1 Payloader 4.00 Hr 1 Dump Truck 4.00 Hr 1 Bulldozer 4.00 Hr Labor 1 Construction Foreman 2.00 Days 5 Laborer 2.00 Days 105 Subgrade Preparation Quantity: 700.00 Sq.m. Equipments 1 Road Grader 4.00 Hr 1 Road Roller 4.00 Hr 1 Water Truck (16,000 Lit.) 2.00 Hr Labor 1 Construction Foreman 2.00 Days 5 Laborer 2.00 Days 201 Aggregate Base Coarse Quantity: 128.00 Cu.m. Materials Aggregate Base Coarse (15% Shrinkage Factor) 148.00 Cu.m. Equipments 1 Road Grader 4.00 Hr 1 Road Roller 4.00 Hr 1 Water Truck 2.00 Hr Labor 1 Construction Foreman 2.00 Days 5 Laborer 2.00 Days 311(1)b1 Portland Cement Concrete Pavement (unreinforced) - 0.20 M Thick, 14 Days Quantity: 500.00 Sq.m Materials Reinforcing Steel Bar (grade 40) 195.00 Kg. Curing Compound 145.00 Lit. Asphalt Sealant 60.00 Lit. Steel Forms, 200mm Width 230.00 M Ready Mix Concrete 3500psi @14 Days 100.00 Cu.m. Concrete Saw (diamond Blade 14") 1.00 Pc Pipe Sleeve, 1"1/2 Dia. 4.00 M Grease/tar 3.00 Lit. Labor 1 Construction Foreman 3.00 Days 4 Skilled Worker 3.00 Days 10 Laborer 3.00 Days Equipments 2 Concrete Vibrator 7.00 Hr 1 Concrete Screeder (5.5 Hp) 7.00 Hr 1 Concrete Saw, Blade Ø 14" (7.5 Hp) 7.00 Hr 1 Bar Cutter, Single Phase, 25 Mm. 1.00 Hr 1 Joint Sealer Machine 1.00 Hr Minor Tools (5% Of Labor Cost)

Details: Description Republic Of The Philippines Province Of Zamboanga Del Norte Municipality Of Sibutad Bids And Awards Committee January 31, 2025 Invitation To Bid The Local Government Unit Of Sibutad, Zamboanga Del Norte Through The Bids And Awards Committee Invites Potentials Bidders To Apply For Eligibility And Its Subsequent Eligible, To Bid For: 1. Name Of Project: Construction Of Multi-purpose Building Coast Guard (office) Use 2. Location:libay, Sibutad, Zamboanga Del Norte 3. Project Category: Public Bidding 4. Source Of Funds: 2023, 20% Df, Ca 5. Project Description: Construction Of 4.00m X 8.00m Multi-purpose Building Coast Guard (office) Use. 6. Approved Budget For The Contract: Php 507,774.51 7. Project Duration: 60 Cd 8. Minimum Equipment Requirement: Minimum Technical Personnel Required: 1 Civil Engineer 1 Construction Foreman 1 Electrician Item No. Quantity Unit Description I 1.00 Unit Item Spl(a) – Project Billboard Ii 5.40 Cu.m. Item 805(2) – Dredging-coral Materials Iii 96.00 Pcs. Item Spl(b) – Bamboo Poles, (go-od Batakan) Iv 963.312 Kgs. Item 404 – Reinforcing Steel V 10.36 Cu.m. Item 405(a) – Structural Concrete, Class A Vi 51.00 Sq.m. Item 903(2) – Formworks And Falseworks Vii 1,764.00 Bf Item 1003(2.1) – Lumber Viii 23.00 Kgs. Item 1004(1) – Rough Hardware Ix 3.00 Pcs. Item 1004(2) – Finishing Hardware X 59.57 Sq.m. Item 1003(2.3)a – Plywood 1/4" Xi 32.00 Sq.m. Item 1003(2.3)b – Plywood 1/2" Xii 60.21 Sq.m. Item Spl(c) – Hardiflex Xiii 63.70 Sq.m. Item 1013(2.1) – Corrugated Roofing, Ga. 26 Xiv 9.80 In.m Item 1013(2.2)a – Ridged/hip Rolls, Flashing, Gutter And Downspout, Ga. 26 Xv 7.20 Sq.m. Item 1008(1)- Aluminum Sliding Windows Xvi 183.48 Sq.m. Item 1032(a) – Painting Works Xvii L.s. L.s. Item 1101 – Wires And Wiring Devices Xviii L.s. L.s. Item Spl(d) – Payment Of Permits And Zaneco Installation Prospective Bidders Should Possess A Valid Pcab License Applicable To The Contract, Have Completed A Similar Contract With A Value Of At Least 50% Of The Abc, And Have Net Contracting Capacity Of At Least Equal To The Abc Or Credit Lines Commitments/cash Deposit From A National Profitable Commercial Bank Subject For Verification. The Bac Will Use Non-discretionary Pass/fail Criteria In The Eligibility Checks/screening As Well As The Preliminary Examinations Of Bids, Evaluation Of Bids, Post Qualification Of The Lowest Calculated Bid Award. Schedule Of Procurement Activities 9. Issuance Of Result Of Eligibility Check January 31 – February 20, 2025 10. Issuance Of Bid Documents January 31 – February 20, 2025 11. Pre-bid Conference February 12, 2025 12. Receipts Of Bids (tech/financial Proposal) Not Later Than February 20, 2025 9:00 A.m. At Bac Secretariat Office 13. Opening Of Bids February 20, 2025 9:00 A.m. At Conference Room, Lgu-sibutad, Z.n. All Particulars Relative To Eligibility Statement And Screening Bid Security, Performance Security, Pre-bidding Conference, Evaluation Of Bids, Post Qualification And Award Of Contract Shall Be Govern By The Pertinent Provisions Of Ra 9184 And Its Implementing Rules And Regulations (irra). The Bac Will Issue Bidding Documents Only To Bidders Declared By The Bac To Be Eligible For The Bidding Upon Payment Of The Amount Based Of The Standard Rates Stated Below: Approved Budget Contract Max. Cost Of Bidding Documets (in Phil. Peso) More Than 50,000.00 Up To 500,000.00 500.00 More Than 500,000.00 Up To 1 Million 1,000.00 More Than 1 Million Up To 5 Million 5,000.00 More Than 5 Million Up To 10 Million 10,000.00 More Than 10 Million Up To 50 Million 25,000.00 More Than 50 Million Up To 500 Million 50,000.00 More Than 500 Million 75,000.00 Eligible Contractors Shall Submit Their Duly Accomplished Price Proposals 1st Envelope(technical Proposal) And 2nd Envelope (financial Proposals) To The Bac Secretariat, Bac Office, Lgu- Sibutad, Zamboanga Del Norte Not Later Than 9:00 A.m. On February 20, 2025. Sgd. Jonathan V. Redillas Municipal Engineer Bac Chairman

Description: CATEGORY: Mirror Size 300x450mm , PVC Connection Pipe 15 x 450 mm , PVC Pillar cock 15mm , PVC waste coupling 100mm with stainless steel grating suitable for kitchen sink , PVC SWR Pipe 75mm , PVC oblique PTMT float valve 25mm , Tower bolt almn 200 mm , Wash Hand Basin White vitreous china of size 550x400mm , Waste coupling 32 mm , WC E Type White vitreous china , Alm Butt hinge 100mm , Alm Hasp and staple 100mm , Brass internal fitting Spindle long for 15mm dia concealed stop cock , CP Brass Two way angle stop cock 15mm bore , CP Grating round 100mm dia , CP Grating round 100mm dia with waste hole , CP Grating round 150mm dia , CP Towel ring 200mm dia , Door handle alm 100mm , Door handle almn 150mm , Door Handle almn 200mm , Mild steel Butt hinges 100 mm , Mild steel Butt hinges 50mm , Mild steel Butt hinges 75 mm , MS Nails wire 100mm , MS Nails wire 25mm , MS Nails wire 35mm , MS Nails wire 50mm , MS Nails wire 75mm , MS Plug 15mm , MS Plug 20mm , MS screw wood 25mm in 100Nos Pkt , MS screw wood 35mm in 100Nos Pkt , MS screw wood 40mm in 100Nos Pkt , MS Sliding door Bolt 250mm complete with nut bolt , MS Tower Bolt 100mm , MS Tower Bolt 150mm , MS Tower Bolt 200mm , M Seal 100gm pack , Plain wooden beading of size 15mmx15mm , Plywood 12mm 8 feet x 4 feet , Plywood 4mm 8 feet x 4feet , Plywood 6mm 8 feet x4 feet , Plywood 8mm 8 feet x 4 feet , Prelaminated MDF board 12mm thick 8 feet x4 feet both side decorative finish , PVC Grating round 100mm with waste hole , PVC Grating round 150mm , PVC Handle suitable for LL flushing cistern 10ltrs capacity , PVC syphon washer suitable for LL flushing cistern 10ltrs capacity , PVC SWR Bend 100mm with access door , PVC SWR Bend 75mm with access door , Sliding door bolt almn 250mm , Sliding door bolt MS 300mm , Stop cock PVC oblique PTMT 15mm , Towel rail 600 mm , Tower bolt almn 100mm , Tower bolt almn 150mm , SS brackets and knob for 20 mm curtain rods , SS Wall to wall brackets for 20 mm curtain rods , SS finials for 20 mm curtain rods , L Bend pipe 32 mm dia for WC Indian type , Full turn spindle 3 No , Mixture Spindle , Tank cover for 500 ltr tank , Teflon tape 25mm x6 m , Corner Glass shelves , WHB Glass shelves in rectangular shape , Fevicol 1 kg pack

Details: Description Reference No.: Labrador-2025-01-001-gds-c Name Of Project: Supply And Delivery Of Materials For The Rehabilitation/improvement Of Community Stage (concrete Roof Slab) At Barangay Labrador, Esperanza, Masbate Req. Office: Blgu Labrador, Esperanza, Masbate Approved Budgeted Cost: ₱159,324.40 Company Name: Address: Gentlemen: Please Quote Your Prices On The Following Listed Articles Which The Municipal Government Of Esperanza, Masbate Desires To Buy, Subject To The Generlal Conditions And Submit Your Quotation Duly Signed By Your Representative Not Later Than The Date Below In Return Envelope Attached Therewith. ● Prices Quoted Should Be Vat Inclusive And Subject To Withholding Tax. ● Terms Of Payment: Government P.o. ● Delivery Period: Within Three (3) Days From Po ● Deadline Of Quotation: February 24, 2025 ● Place Of Delivery: Labrador, Esperanza, Masbate ● Philgeps Registration No.: ______________________________ ● Bir Tin No: ______________________________ ● Interested Supplier(s) Is Advised That: (a) Prices Quoted Herein Include Delivery Cost To Procuring Agency; (b) All Purchased Items Will Be Directly Paid; (c) Suppliers Agree To Deliver On Time; And, (d) Required To Submit Photocopies Or Scanned Copies Of: 1. Valid Mayor's Permit 2. Dti Registration 3. Bir Certificate Of Registration (bir Form 2303) 4. Philgeps Registration _______________________ 5. Other Necessary Documents Bac Chairperson Item No. Quantity Unit Description Unit Cost Total Price Remarks A 84 Pieces 16 Mm Steel Bar B 93 Pieces 10 Mm Steel Bar C 32.76 Pieces 12 Mm Steel Bar D 40 Kilograms Tie Wire E 20 Pieces Ordinary Plywood 1/4 F 188 Pieces Coco Lumber G 6 Kilograms Common Wire Nails (assorted) H 92 Bags Cement I 5.080005316 Cubic Meters Sand J 10.16999813 Cubic Meters Gravel ***nothing Follow*** Total Canvass By: ______________________ Contact Person: __________________ Contact Number: _________________ __________________________________ Signature Of Bidder Or His/her Representative Over Printed Name

Description: CATEGORY: Piano Type Modular Domestic Electrical sockets - IS 1293 (Q3) , Heating Element (BHEL) (Q3) , DOL starter (Q3) , Piano Type Modular Domestic Fan Regulator as per IS 11037 (Q3) , Modular Piano Type Domestic Electrical Switches as per IS 3854 (Q3) , Fixed Capacitors (Fixed Capacitor for Single Phase AC Electric Fan) as per IS 1709:1984 (Q3) , Rigid Plain Conduits of Insulating Materials as per IS 9537 (Part 3) (Q3) , Fuse Wire as per IS 9926 (Q3) , FOOT VALVE 50 MM , FOOT VALVE 80 MM , FOOT VALVE 100 MM , NRV 50 MM , NRV 80 MM , NRV 100 MM , NRV 150 MM , BUTTERFLY VALVE 50 MM , BUTTERFLY VALVE 80 MM , BUTTERFLY VALVE 100 MM , BUTTERFLY VALVE 150 MM , BUTTERFLY VALVE 200 MM , MECHANICAL JOINT KIT 100 MM , MECHANICAL JOINT KIT 150 MM , MECHANICAL JOINT KIT 200 MM , AUTOMATIC DOLTA STARTER 10 HP , AUTOMATIC DOLTA STARTER 30 HP , AUTOMATIC DOLTA STARTER 20 HP , GLASS PANE 4X4X4 MM THICK PLAIN MODIGUARD , GLASS PANE 4X4X4 MM THICK FROSTED MODIGUARD , FOAM CUSHION OF SIZE 580X520X100 MM THICK OF DENSITY 40 MM , COVER ONLY FOR FOAM CUSHION 580X520X100 MM , LED DRIVER FOR 150 WATT LED FITTING , LED DRIVER FOR 70 WATT LED FITTING , LED DRIVER FOR 80 WATT LED FITTING , LED DRIVER FOR 90 WATT LED FITTING , LED DRIVER FOR 45 WATT LED FITTING , LED DRIVER FOR 25 WATT LED FITTING , LED DRIVER FOR 30 WATT LED FITTING , BWR PLYWOOD COMMERCIAL 8x4x4 MM , BWR PLYWOOD COMMERCIAL 8X4X4 MM , BWR PLYWOOD COMMERCIAL 6X3X12 MM , BWR PLYWOOD COMMERCIAL 8X4X12 MM , BWR PLYWOOD COMMERCIAL 8X4X6 MM , BWR PLYWOOD COMMERCIAL 8X4X18 MM , BWR PLYWOOD COMMERCIAL 8X4X9 MM , Six ft FULLY OPERATED CLOTH DRYING STYSTEM 22 MM , AIR RELEASE VALVE 80 MM , AIR RELEASE VALVE 50 MM , AIR RELEASE VALVE 100 MM , AIR RELEASE VALVE 150 MM

Details: 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 L.s. 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 6.00 1.00 A. Backhoe (0.80 Mᶾ) 6.00 1.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1 Ls 1.00 L.s. 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 Hours 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 L.s. 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days D. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 14.00 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) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees B. Manpower: 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 43.41 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 43.41 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 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 39.57 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 39.57 M3 Embankment From Structure Excavation Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 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 3.81 M3 Dpwh Standard Output Per Day (opd)= 1.20 M3 3.81 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 3.00 B. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 "structural Concrete (footing, Slab On Fill)" Quantity 15.03 M3 Dpwh Standard Output Per Day (opd)= 0.357 M3 15.03 M3 " Structural Concrete (footing, Slab On Fill)" 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 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 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)c3 "structural Concrete (footing Tie Beam, Wall Footing)" Quantity 2.56 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 2.56 M3 " Structural Concrete (footing Tie Beam, Wall Footing)" 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 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 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)c4 "structural Concrete (columns)" Quantity 5.42 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 5.42 M3 " Structural Concrete (columns)" 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 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 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)c5 "structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Quantity 3.90 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 3.90 M3 " Structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" 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 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 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)c6 "structural Concrete (suspended Slab)" Quantity 2.09 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 2.09 M3 " Structural Concrete (suspended Slab)" 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 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 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 3,947.39 Kg Dpwh Standard Output Per Day (opd)= 143.44 Kg 3947.39 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 3.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: 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 56.65 M2 Dpwh Standard Output Per Day (opd)= 3.24 M2 56.65 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 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 188.21 M2 Dpwh Standard Output Per Day (opd)= 3.825 M2 188.21 M2 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 100 Mm Thk Chb (non-load Bearing) 0.53 Bag B. Cement 0.04 Cu.m C.sand 3.24 Kg D. Reinforcing Steel 0.05 Kg E. #16 Tie Wire B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: 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) 1016(1)a Waterproofing Cement Base Quantity 12.54 M2 Dpwh Standard Output Per Day (opd)= 1.875 M2 12.54 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: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel Roof Truss Quantity 507.84 Kg Dpwh Standard Output Per Day (opd)= 85.00 Kg 507.84 Kg Structural Steel Roof Truss Direct Cost: A. Materials: 1.00 Kg A. Structural Steel (channel Bar A36) 0.01 Kg B. Acetylene 0.02 Kg C. Oxygen 0.02 Kg D. Welding Rod 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 2.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Laborer 0.49 3.00 B. Unskilled Laborer C. Equipment And Water: 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purlins Quantity 200.46 Kg Dpwh Standard Output Per Day (opd)= 90.45 Kg 200.46 Kg Structural Steel Purlins Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene 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: 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 48.00 M2 Dpwh Standard Output Per Day (opd)= 2.769 M2 48.00 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings) Quantity 54.76 M Dpwh Standard Output Per Day (opd)= 10.00 M 54.76 M Fabricated Metal Roofing Accessory (flashings) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 19.00 Pc B. Blind Rivets C. Consumables (3% Of Materials Cost) 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: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 7.76 M Dpwh Standard Output Per Day (opd)= 11.80 M 7.76 M Fabricated Metal Roofing Accessory (gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets C. Consumables (3% Of Materials Cost) 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: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) "reflective Insulation" Quantity 50.00 M2 Dpwh Standard Output Per Day (opd)= 5.56 M2 50.00 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s." 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 1.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 80.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 15mm Ø Pvc Coupling 30.00 Pcs D. 15mm Ø Pvc Elbow 25.00 Pcs E. Utility Box 30.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 47.39 1.00 A. Construction Foreman 47.39 1.00 B. Skilled Laborer 47.39 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1.00 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 200.00 M A.3.5 Mm2 Electric Wire Thhn 160.00 M B.5.5 Mm2 Electric Wire Thhn 25.00 M C. 8.00 Mm2 Electric Wire (thhn) 1.00 Set D. Single-gang Switch 4.00 Set E. Two-gang Switch 2.00 Set F. Three-gang Switch 13.00 Set G. Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 28.05 1.00 A. Construction Foreman 28.05 1.00 B. Skilled Laborer 28.05 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1102(1) Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Quantity 1.00 Set Dpwh Standard Output Per Day (opd)= 1 Set 1.00 Set Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Set A. Panel Board With Main Breaker And 8 Branches 50 Amp - 200 Amp 1.00 Pcs B. 60 Amp. Plug-in Breaker 2.00 Pcs B. 30 Amp. Plug-in Breaker 2.00 Pcs B. 20 Amp. Plug-in Breaker 2.00 Pcs B. 15 Amp. Plug-in Breaker B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (8) Sewer Line Work Quantity 1.00 Ls Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 Ls Sewer Line Work Direct Cost: A. Materials: 7.00 Lengths A. 50 Mm Ø Pvc Pipe,series 1000 3.00 Lengths B. 100 Mm Ø Pvc Pipe, Series 1000 8.00 Pcs C. Pvc 45 Deg. (3mm Bend X 50mm) 2.00 Pcs D. Pvc 45 Deg. (3mm Bend X 101mm) 2.00 Pcs E. Pvc 87.5 Deg. (6mm Bend X 101mm) 1.00 Pcs F. Pvc 45 Deg. Single Branch, Wye (101mm X 101mm) 1.00 Pcs G. Pvc 87.5 Deg. Single Branch, Seep, Tee (101mm X 50mm) 6.00 Pcs H. Pvc Coupling (50mm D) 2.00 Pcs I. Pvc Coupling3 (101mm D) 1.00 Pcs J. Pvc P-trap W/ Plug & Sealing Rings (50mm) 1.00 Pcs K. Pvc P-trap W/ Plug & Sealing Rings (101mm) 2.00 Pcs L. Pvc Cleanout W/ Plug & Sealing Rings (101mm) M. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 10.00 1.00 A. Construction Foreman 10.00 1.00 B. Skilled Laborer 10.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (9) Storm Drainage And Downspout Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Storm Drainage And Downspout Direct Cost: A. Materials: 8.00 Lengths A. 75 Mm Ø Pvc Pipe,series 1000 9.00 Ea B. Pvc 45 Deg. (3mm Bend X 76mm) 5.00 Ea C. Pvc Coupling (76mm D) D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 8.00 1.00 A. Construction Foreman 8.00 1.00 B. Skilled Laborer 8.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(6) Cold Waterline Pipes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s." 1.00 I.s. Cold Waterline Pipes And Fittings Direct Cost: A. Materials: 5.00 Lengths A.13 Mm Ø X 4.00 M (ppr) Pipe, Pn 20 5.00 Pcs B.13 Mm Ø Ppr Elbow - Threaded 10.00 Pcs C.13 Mm Ø Ppr Elbow 10.00 Pcs D.13 Mm Ø Ppr Coupling 2.00 Pcs E.13 Mm Ø Gate Valve 2.00 Pcs F.13 Mm Ø Ppr Union 5.00 Pcs G.13 Mm Ø Ppr Tee H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 6.65 1.00 A. Construction Foreman 6.65 1.00 B. Skilled Laborer 6.65 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 58.55 M2 Dpwh Standard Output Per Day (opd)= 2.00 M2 58.55 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner D. 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: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)