Plywood Tenders

Details: Description Supply And Delivery Of Hardware And Construction Materials For The Installation Of 40 Units Of Municipal Street Name At Brgy. Poblacion Abc = 100,544.16 1) 8 Kls #3 Cwn 2) 8 Kls #4 Cwn 3) 8 Kls #1 Cwn 4) 10 Pcs Plywood Marine ½” Thick 5) 30 Bags Portland Cement Type 1p 6) 5 Cu.m Washed Sand 7) 3 Cu.m ¾” Screened Gravel 8) 20 Length 10mm Dsb 9) 36 Length 12mm Dsb 10) 6 Kls #16 Tie Wire 11) 14 Length Gi Pipe 2” Dia. X 6m Sched. 20 12) 10 Boxes Welding Rod #6013 13) 7 Pcs Cutting Disk For Steel 14) 5 Pcs Grinder Disk 15) 2 Shts Gi Plain Sheet 3.5mm 16) 15 Length 8mm By 8mm Square Bar 17) 1 Gal Epoxy Paint For Steel Gray 18) 2 Gals Metal Primer 19) 2 Gals Concrete Primer 20) 2 Gals Epoxy Paint For Concrete Based Light Blue 21) 1 Gal Gloss Latex Paint Yellow 22) 1 Gal Polyurethane Paint For Steel Plate Light Blue 23) 1 Liter Polyurethane Paint For Steel Plate Light Green 24) 2 Liters Acrylic Enamel Black 25) 4 Pcs Paint Brush #1/2 26) 4 Pcs Paint Brush #1 27) 4 Pcs Paint Brush #2 28) 4 Pcs Paint Brush #3 29) 4 Pcs Paint Brush #4 30) 8 Pcs Sand Paper #60

Details: Description Invitation To Bid For Supply And Delivery Of Materials For Construction Of Perimeter Fence Along Buenavista Elementary School The Municipal Government Of Looc, Romblon, Through The General Fund (ao No 014-2024 Regular) Intends To Apply The Sum Of Three Hundred Thirty-nine Thousand Nine Hundred Fourteen Pesos (p 339,914.00) Being The Abc To Payments Under The Contract For Goods-2025-01-05. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Municipal Government Of Looc, Romblon Now Invites Bids For The Above Procurement Project. Delivery Of The Goods Is Required Within Fifteen (15) Working Days Upon Receipt Of P.o & Notice To Proceed. Bidders Should Have Completed, Within Two (2) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. A. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra No. 5183. Prospective Bidders May Obtain Further Information From Municipal Government Of Looc, Romblon And Inspect The Bidding Documents At The Address Given Below During Office Hours, 8:00a.m. To 5:00p.m. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 30, 2025 – February 21, 2025 From The Given Address And Website(s) Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Hundred Pesos Only (php 500.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person, By Facsimile, Or Through Electronic Means. The Municipal Government Of Looc, Romblon Will Hold A Pre-bid Conference On February 7, 2025 – 2:00 P.m. At Municipal Session Hall – Looc, Romblon, Which Shall Be Open To Prospective Bidders. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address Indicated Below On Or Before February 21, 2025 – 02:00 P.m... Late Bids Shall Not Be Accepted. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 14. Bid Opening Shall Be On February 21, 2025 – 02:00 P.m. At The Given Address Below. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. The Municipal Government Of Looc, Romblon Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Irr Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. For Further Information, Please Refer To: Candido Alfred A. Bancoro Ii, Enp Mpdc/lgu-bac Chairperson Bac Secretariat: Mrs. Leonor F. Farquerabao Ms. Maria Cristine G. Guarino Ms. Ana Dominique B. Bantang Lgu – Looc, Romblon Brgy. Poblacion, Looc, Romblon January 30, 2025 . Candido Alfred A. Bancoro Ii, Enp Mpdc/lgu-bac Chairperson   Name Of Project: Supply And Delivery Of Materials For Construction Of Perimeter Fence Along Buenavista Elementary School Location : Looc, Romblon List Of Supplies/materials Item No. Unit Item Description Qty. Unit Cost Total Cost Materials 1 Bags Cement 423 2 Pcs Chb 4” 2112 3 Pcs Rsb 10mm Diam X 6.0m 558 4 Pcs 1/4’’x4’x8’ Marine Plywood 10 5 Pcs 2’’x2’’x10’ Cocolumber 30 6 Kgs Cwn 4’’ 5 7 Kgs Cwn 3’’ 3 8 Kgs Cwn 1 1/2’’ 4 9 Kgs #16 Tying Wire 15 10 Pcs 30l Empty Plastic Container 3 Grand Total Bid Bond: _____________ _____________________________

Details: Description I. Fabrication /installation Of Streetlights 35units (note: Only 20 Units With Pole) A. Materials 35pcs 150 Watts Security Lights W/ Housing (cobra Type) 10boxes Thhn #2 20pcs 3' Telescopic G,i, Post (6meters) 16pcs 12mm Ø Delf Bar 13kgs. 10mm Ø Def Bar 3.50 Bags Tie Wire #16 19cu M Portland Cement 2.cu M 3/4" Crushed Gravel 1.50pcs Sand 15pcs Coco Lumber 2 X 3 X 12 2kgs. 1/2" Thk Marine Plywood 2pcs Assorted Coomon Wire Nail 20pcs Base Plate 0.25m X 0.25m X 12mm Thk 80pcs Gusset Plate 5mm Thk 80pcs 12mm Ø X 030m Anchor Bolt W/ Nut Washer 2boxes Welding Rod 5gal Epoxy Primer W/ Catalyst 5pcs Paint Brush B. Labor Construction Foreman Skilled Laborers 4-laborers/helpers

Details: Description Construction Materials & Supply Item No. Description Unit Quantity 1 Welding Rod K/s 24.00 2 3”16”1 X 1” Angle Bar Pcs 27.00 3 1 1/2” Gi Pipe S-40 Pcs 30.00 4 Steel Brush Pcs 2.00 5 Paint Brush 1 1/2” Pcs 2.00 6 Baby Rollers W/ Pan Pcs 2.00 7 Epoxy Metal Primer (gray) Pcs 4.00 8 Epoxy Reducer Pcs 2.00 9 Cut Off Blade 14” Pcs 5.00 10 Cutting Disc 4” Pcs 15.00 11 Steel Matting No. 4 Pcs 22.00 12 Portland Cement Type 1 Bags 82.00 13 Washed Sand Cu.m. 7.00 14 Gravel 3/4” Cu.m. 7.00 15 16mm X 6.0m Rsb (grade 40) Pcs 27.00 16 10mm X 6.0m Rsb (grade 33) Pcs 119.00 17 12mm X 6.0m Rsb (grade 33) Pcs 20.00 18 #16 Tire Wire K/s 20.00 19 Chb 4” Pcs 692.00 20 Coco Lumber 2” X 2” X 10” Pcs 15.00 21 Coco Lumber 2” X 3” X 10” Pcs 25.00 22 Cw Nails 4” K/s 3.00 23 Cw Nails 2 1/2” K/s 2.00 24 Cw Nails 1” K/s 2.00 25 Nylon String Roll 2.00 26 1/2”x4”x8” Marine Plywood Pcs 9.00

Description: Forest Products And Plywood Materials Goods

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: I. Mobilization & Demobilization Mobilization & Demobilization 1.0 Lot Mobilization & Demobilization Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Ii. Project Billboard/signboard Materials 64.0 Sq.ft 8'x8' Tarpaulin Print Sign 50.0 Bd.ft 14 Pcs - 2"x2"x10' Coco Lumber 2.0 Sheet/s 4"x8"x1/4 Marine Plywood 3.0 Kg/s Cwn #3 3.0 Kg/s Cwn #1 1/2 Manpower/labor 1.0 1.00 1- Construction Foreman 1.0 1.00 1- Skilled Worker 1.0 1.00 1 - Laborer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Iii. Occupational Safety & Health Materials 9.0 Pc/s Safety Helmet 9.0 Pair/s Safety Shoes 9.0 Pc/s Safety Vest 9.0 Pair/s Working Gloves Manpower/labor 9.0 Day/s Safety Officer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Iv. Formworks & Scaffolding: Equipment 28.0 Set/s Scaffolding Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) V. Demolition Works: Manpower/labor 6.0 M/days 1- Construction Foreman 6.0 M/days 2- Skilled Worker 6.0 M/days 4- Laborer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Vi. Concrete Works A. Pedestal Materials (pedestal)/repair 18.0 Bag/s Portland Cement 1.0 Cu.m Washed Sand 2.0 Cu.m Coarsed Gravel 7.0 Length/s 10mm Dia. Deformed Bars 13.0 Length/s 12mm Dia. Deformed Bar 4.0 Kl/s Gi Tie Wire #16 Formworks 33.3 Bd.ft 10 Pcs Coco Lumber 2"x2"x10' 50.0 Bd.ft 10 Pcs Coco Lumber 2"x3"x10' 3.0 Sheet/s Marine Plywood 1/4 2.0 Kg/s Assorted Cwnails Manpower/labor 2.0 Days 1- Construction Foreman 2.0 Days 2- Skilled Worker 2.0 Days 2- Laborer Equipment 3.0 M/days One Bagger Mixer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Vii. Woodworks & Carpentry A. Column Materials 360.0 Bd.ft 10 Pcs Kiln Dried Lumber 6"x6"x12' 220.0 Pc/s Bolt With Nut & Washer 1/2 Manpower/labor 6.0 Days 1- Construction Foreman 6.0 Days 2- Skilled Worker 6.0 Days 3- Laborer Equipment 1.0 Lot Minor Tools (10% Of The Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) B. Beam Materials 120.0 Bd.ft 24 Pcs Good Lumber 1"x 6" X 10' 40.0 Pc/s Bolt With Nut & Washer 8.0 Kl/s Assorted Cwnails Manpower/labor 2.0 Days 1- Construction Foreman 2.0 Days 2- Skilled Worker 2.0 Days 2- Laborer Equipment 1.0 Lot Minor Tools (10% Of Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) C. Exterior Siding Materials 770.0 Bd.ft 154 Pcs - 1"x6"x10' Weather Cut - Hardi Plank Siding 21.0 Kg/s Casing Nail 2" Manpower/labor 8.0 Day/s 1- Construction Foreman 8.0 Day/s 2-skilled Worker 8.0 Day/s 3-laborer Equipment 1.0 Lot Minor Tools (10% Of The Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) D. Exterior Wall Studs Materials 2160.0 Bd.ft 120 Pcs - 3"x6"x10' Wood Studs 25.0 Kg/s Cwnails 3 1/2" Manpower/labor 15.0 Day/s 1- Construction Foreman 15.0 Day/s 2-skilled Worker 15.0 Day/s 3-laborer Equipment 1.0 Lot Minor Tools(10% Of The Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Viii. Termite Control Materials 15.0 Pc/s Solignum Treatment Manpower/labor 2.0 Day/s 1- Construction Foreman 2.0 Day/s 1-skilled Worker 2.0 Day/s 2-laborer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax)

Details: Description Republic Of The Philippines Province Of Occidental Mindoro Municipality Of Sta. Cruz Invitation To Bid The Municipality Of Sta. Cruz, Through Its Bids And Awards Committee (bac), Invites Qualified Suppliers To Bid For The Implementation Of Hereunder Program. Name Of Project: Procurement Of Construction Materials For The Electrification At Ip Communities In Brgy. Pinagturilan, Santa Cruz, Occidental Mindoro Brief Description: See Attached List Of Items And Specifications Location: Lgu Sta. Cruz, Occidental Mindoro Approved Budget: ₱ 1,825,722.20 Source Of Fund: Lgsf-sbdp Date Of Delivery: Within 15 Days After Issuance Of Notice Of Award Reference Number: 01-2025 Bid Security: Bid Security In The Prescribed Form, Amount And Validity Period: A. Cash Or Cashier’s/manager’s Check – Not Less Than 2% Of The Abc; B. Bank Draft/guarantee – Not Less Than 2% Of Abc; C. Surety Bond – Not Less Than 5% Of The Abc; D. Bid Securing Declaration – Notarize; All Particulars Relative To Eligibility Statement And Screening, Bid Security, Performance Security, Pre-bidding Conference(s), Evaluation Of Bids, Post Qualification And Award Of Contract Shall Be Governed By The Pertinent Provisions Of R.a. 9184 And Its Implementing Rules And Regulation (irr). The Complete Schedule Of Activities Is Listed As Follows: Activities Schedule 1. Issuance Of Bid Documents January 30, 2025 – February 19, 2025-2:00 Pm @ Bac Office, Municipal Bldg, Stcom. 2. Pre-bid Conference February 6, 2025 – 2:00 Pm @ Bac Office, Municipal Bldg, Stcom. 3. Opening Of Bids February 19, 2025 – 2:00 Pm @ Bac Office, Municipal Bldg, Stcom. 4. Bid Evaluation February 20, 2025 –2:00 Pm @ Bac Office, Municipal Bldg, Stcom. 5. Submission Of Additional Requirements February 21, 2025 – February 25, 2025 -2:00 Pm @ Bac Office, Municipal Bldg, Stcom. 6. Post-qualification February 26, 2025 – 2:00 Pm @ Bac Office, Municipal Bldg, Stcom. Bid Documents Will Be Available Only To Qualified Prospective Bidders Upon Payment Of Non-refundable Amount Of 5,000.00 To The Municipal Treasurer’s Office And Submission Of Letter Of Intent, Printed Copy Of Philgeps Registration Together With The Document Request List (drl) And Special Power Of Attorney (spa) In The Case Of Representative Of The Bidder. Interested Bidders May Obtain Further Information From Bac Secretariat And Inspect The Bidding Documents At Bac Office Inside Post Office Building, Municipal Compound Or Go To Accounting Office From 8:00 Am To 5:00pm From January 30, 2025 To February 19, 2025 Or Call At Mobile Nos. 09272319085 And 0975654703. The Lgu Of Sta. Cruz, Occidental Mindoro Reserves The Right To Reject Any Or All Bids, Waive Any Defects Or Formalities, Assumes No Obligation Whatsoever To Compensate Or Indemnify Bidders For Any Expenses That They May Incur In The Preparation Of Bid. Joseph B. Quiñones Bac Chairperson Date Of Publication: January 29, 2025 List And Specification Of Construction Materials: Item # Qty. Unit Of Issue Item Description 1. 16 Kg Asstd. Common Nails 2. 1 Pc Marine Plywood ¼ 3. 43 Bd.ft Coco Lumber 4. 152 Bag Portland Cement 5. 1,585.76 Kg Reinforcing Steel 12mm 6. 12 Kg #16 Tie Wire 7. 9 Pc C-purlins 2’’x3’’ 8. 6 Pc Angle Bar 2’’x2’’ 9. 9 Pc Tubular Bar 1’’x1’’ 10. 6 Pc Angle Bar 1’’x1’’ 11. 12 Pc Ms Plate 150mmx150mmx4mm Thk 12. 48 Pc 100mm Dia X6’’ Anchor Bolt 13. 990.84 Kg Reinforcing Steel 10mm 14. 5 Box Welding Rod 6013 15. 20 Pc Cutting Desc 16. 9 Pcs Solar Street Lights (80w) 17. 9 Pcs G.i Pipe ( 2’dia.) Sch.40 18. 10 Roll G.i Tie Wire (#16) 19. 524 Kgs Reinforcing Steel 16mm 20. 30 Pcs Phenolic Plywood 1/2 21. 450 Bd.ft Good Lumber 22. 912 Pc 100mm Thk Chb 23. 39 Bag Cement 24. 30 Pcs Solar Polyvoltaic Panels 550 Watts Mono 25. 3 Set Hybrid Inverter 48 Vdc ( Off Grid Hybrid) 26. 3 Set Life P04 Lithium Battery 48 Vdc, 51.2v 27. 36 Pcs Bracket Polyvoltaic Rail Aluminum 2.4m. 28. 30 Pcs Bracket End Clamp 29. 60 Pcs Bracket Mid Clamp 30. 3 Pcs Distribution Box ( 24 Ways) 31. 6 Pcs Direct Circuit 2p Breaker ( 20amp) 32. 6 Pcs Direct Current Surge Protection Device ( 125amp) 33. 3 Pcs Direct Current/pv Isolator Switch 34. 3 Set Direct Current Main Circuit Combination Breaker 35. 6 Pcs Alternating Current 2p 16amp. Breaker 36. 3 Pcs Alternating Current 2p 32amp. Breaker 37. 3 Pcs Surge Current Protection Device /over And Under Voltage Protection 38. 96 Pcs Bracket L-foot 39. 270 Meters Pv Cable 6.0 Mm2 Dual Core 40. 6 Pcs Cable Tray 10cm X2.0m. 41. 3 Pcs Alternating Current Spd 42. 24 Pcs Mc4 Connectors 43. 30 Pcs G.i Pipe ( 2’’diasch.40 ) 44. 14 Roll Drop Wire #6 45. 30 Pcs Pole Insulator With Bracket 46. 12 Boxes Awg/thhm Wire #10 47. 60 Pcs Receptacles 48. 60 Pcs Led Bulb ( 3watts ) 49. 60 Pcs 1 Gang Switch 50. 13 Pcs Electrical Tape ( Big) 51. 11 Cu.m Fine Aggregates 52. 3.60 Cu.m Coarse Aggregates

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)= 1.00 L.s. 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 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: Minor Tools (10% Of Labor Cost) 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. B.7(2) Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set D. 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 B. Manpower: - Building Permit Processing Fees 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) 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 Days 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: 1.05 M3 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) 900(1)c2 "structural Concrete (footing, Slab On Fill)" Quantity 15.03 M3 Dpwh Standard Output Per Day (opd)= 0.270 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days Fabrication 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 Purtins Quantity 200.46 Kg Dpwh Standard Output Per Day (opd)= 90.45 Kg 200.46 Kg Structural Steel Purtins 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 Days 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 Days 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 Days 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 Days 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)= 50.00 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days 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 Days 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)

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 1.00 8.00 Low Bed Trailer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 1.00 Each B.5 Direct Cost: A. Materials: 32.00 Sq. Ft. A. Tarpaulin (4' X 8') 37.00 Bdft B. Lumber Coco 1.00 Kg C. Common Nails Assorted 1.00 Pc D. Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled 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 Ls Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 Ls B.7(2) Direct Cost: A. Materials: 3890.48 Man-days A. Safety Helmet 3265.00 Man-days B. Safety Shoes 3308.00 Man-days C. Safety Vest 3268.00 Man-days D. Working Gloves 28.00 Man-days F. Eye Goggles B. Manpower: Number Of Days 3.00 1.00 A. Safety Practitioner/officer (part Time) 15.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 102(2)b Roadway Excavation (surplus Common) Quantity 20.80 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 20.80 M3 Roadway Excavation (surplus Common) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Bulldozer, D6h Series Ii Psds/dd 1.00 1.00 B. Payloader (1.50 M3) 0.30 1.00 C. Payloader (1.50 M3) At Disposal Site 1.00 3.00 D. Dump Truck (12 Yd2) 1.00 1.00 E. Backhoe (0.80 M3) Number Of Hours 1.00 1.00 Construction Foreman 1.00 2.00 Skilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 16.64 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 16.64 M³ Aggregate Base Course Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 Motorized Road Grader (140hp) G170a 1.00 1.00 Vibrator Roller (10 Mt) Sd 100dc 0.25 1.00 Water Truck/pump (16000l) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1) A1 Pcc Pavement (plain) -conventional Method, 150mm Thk Quantity 416.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 416.00 M2 Pcc Pavement (plain) -conventional Method, 150mm Thk Direct Cost: A. Materials: 0.39 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.11 M³ Sand 0.20 M³ Gravel 1.90 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14" Ø) 0.01 M Pipe Sleeve, 1" Ø 0.01 L Grease/tar B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 4.00 Transit Mixer (5 M3) 1.00 2.00 Concrete Vibrator 1.00 1.00 Concrete Batch Plant 1.00 1.00 Payloader (1.5m3) 1.00 1.00 Concrete Screeder (5 Hp) 1.00 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.10 1.00 Bar Cutter, Single Phase Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description Supply And Delivery Of Hardware And Construction Materials For The Construction Of Box Culvert Along Bomediano To Md Matildo St. At Brgy. Poblacion Abc = 112,650.00 1) 25 Pcs ½” Thick Marine Plywood 2) 20 Kls Cwn Assorted 3) 70 Bags Portland Cement Type 1p 4) 6 Cu.m Washed Sand 5) 9 Cu.m ¾” Screened Gravel 6) 200 Length 12mm Dsb 7) 25 Kg #16 Tie Wire Note: Deliver The Items At Lgu Carmen, Sds