Manpower Tenders

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 20.00 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 20.00 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 22.56 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 22.56 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 376.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 376.00 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) 500(1)a Pipe Culverts, 760 Mm Ø (30” Ø) Quantity 3.00 M Dpwh Standard Output Per Hour (oph)= 1 M 3.00 M Pipe Culverts, 760 Mm Ø (30” Ø) Direct Cost: A. Materials: 0.92 Bag A. Portland Cement 0.05 M3 B. Sand 1.00 Pc C. Rc Pipes (760 Mm Ø) 0.11 M3 D. Sand Bedding/selected Sandy Soil B. Manpower: Number Of Hours 0.50 1.00 A. Construction Foreman 0.50 2.00 B. Skilled Labor 0.50 4.00 C. Unskilled Labor C. Equipment And Water: Number Of Hours 0.25 1.00 A. Backhoe (0.80m3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 404.00 Reinforcing Steel Bar, Grade 40 (minor Structures) Quantity 210.93 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 210.93 Kg Reinforcing Steel Bar, Grade 40 (minor Structures) Direct Cost: A. Materials: 0.02 Kg Tie Wire (2% Of Rsb) 1.05 Kg Reinforcing Steel Bar , Grade 40 (w/ 5% Wastage) 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: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender 0.15 1.00 C. Cargo Truck (9-10 Mt) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 405.00 Structural Concrete Class A (apron, Head Wall And Wing Wall) Quantity 1.12 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 1.12 M3 Structural Concrete Class A (apron, Head Wall And Wing Wall) Direct Cost: A. Materials: 70.00 Bd-ft A. Lumber, Good - 4 Uses 1.60 Pc B. Marine Plywood (1/2" X 4’ X 8') - 4 Uses 0.70 Kg C. Assorted Cwn (1kg/100 Bd-ft Of Lumber) 9.50 Bag D. Cement 0.50 M3 E. Sand 1.00 M3 F. Gravel B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor 0.00 0.00 Installation /removal Of Formworks 1.00 4.00 A. Skilled Laborer 1.00 8.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 0.10 1.00 C. Water Truck/pump (16000 L) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description Documents To Be Submitted: Original Copy – Reference Of The Bac During The Opening Of Bids/evaluation And Post Qual. *copy No. 1 - Reference Of The Technical Working Group For The Post Qualification. *copy No. 2 – Sealed Copy To Be Provided To The Commission On Audit. *valid And Current Philgeps *notarized Omnibus Sworn Statement *valid Pcab License *equipment Utilization Schedule *manpower Schedule *construction Schedule With S-curved *original Financial Bid Form *original Bill Of Quantities *original Detailed Unit Price Analysis (dupa) *cash Flow By Quarter Super Imposed By S-curve Incomplete Document And Late Submission Shall Disqualified The Clsu 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 Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders.

Details: Description Concreting Of Road Relon Street, Sitio Kayasyasan, Bgry. Rio Tuba, Bataraza, Palawan – Phase 2 Description Of Works: Item 100. Clearing And Grubbing: Quantity = 540 Sq.m. A. Materials: ----none---- B. Equipment Rental: No. Of Equipment: Type One (1) Bulldozer @php One (1) Chainsaw C. Manpower: ----none---- Note: Operator & Helper Include In Per Hour Rate Of Equipment. Item 104. Embankment: Quantity= 154.6 Cu.m Mixed A. Materials: Description Quantity Embankment Materials 154.64 B. Equipment Rental: No. Of Equipment: Type One (1) Road Grader @php One (1) Road Roller Item 500. Installation Of 1 Line 24"ø Rccp Culvert With Headwall. Quantity = 5 Cu.m. Excavation A. Materials: 5 Pcs. 18"ø Rccp Culvert 9 Cu.m Passing G1 5 Cu.m Screen Sand 18 Bags Cement 8 Pcs. 12mmø Rsb 4 Pcs. 1/2" Thk. Ord. Plywood @php 20 Pcs. 2"x2"x8' Coco Lumber 10 Kls. Assorted C.w. Nails 3 Kls. Tie Wire #16 5 Pcs. Hacksaw Blade B. Labor: One (1) Foreman Two (2) Mason/carpenter Eight (8) Laborers Item 201. Aggregates Base Course: Quantity = 120 Cu.m. A. Equipment Rental: Type Of Equipment: One (1) Road Grader @ Php One (1) Road Roller B. Manpower: No. Designation One (1) Foreman Two (2) Helper C. Materials: 120 Cu.m. Mixed Gravel @php Item 311. Portland Cement Concrete Pavement = 600 Sq. M Estimated Output Per Day = 30 Sq. No. Of Days = 60sq.m/30sq.m.= 20 A. Equipment: No. Of Equipment Type One (1) Water Truck One (1) Concrete Vibrator One (1) Concrete Bagger Mixer One (1) Bar Cutter One (1) Bar Bender B. Manpower: Using One Bagger Mixer No. Designation One (1) Foreman One (1) Leadman Two (2) Mason/carpenter Eight (8) Laborers C. Materials: Description Quantity Cement 1310 Gravel 146 Sand 73 #16 Tie Wire 16 16mmø Rsb 85 2"x8"x12' Lumber 62 2"x2"x12' Lumber 45 Ass. C.w. Nail 26 Asphalt Filler 10 Construction Pails 16 Empty Drum 8 Blue Sheet 53 Gasoline 56 Diesel 45 Miscellaneous: Description Quantity Tarpaulin With Frame 2 Garden Hose 1 Caution Tape 1 Shovel 8 Schedule Of Activities: Posting And Issuance Of Bids = February 4, 2025 Pre-bid Conference = February 12, 2025 Deadline Of Submission And Opening Of Bids = February 24, 2025 Cost Of Bid Documents = Php 5,000.00

Description: The Contracting Department, Navsup Fleet Logistic Center (flc), Norfolk Intends To Negotiate A Firm Fixed-price Contract And Will Utilize Procedures Under Federal Acquisition Regulation (far) Part 12 And Far Part 13.5, And Far 19.1405. This Requirement Will Be Solicited As 100% Service-disabled Veteran-owned Small Business (sdvosb). The Government Intends To Procure A Base Year Of 12-months, Four (4) 12-month Option Periods, As Well As An Option Of A Six-month Extension Of Services Provided Under Far 52.217-8 For Manpower Augmentation For Construction Site Security Surveillance Services In Support Of P222 Construction Project For Acclogwing Ns Norfolk. the North American Industry Classification System (naics) Code For This Acquisition Is 561612– Security Guards And Patrol Services, The Product Service Code Is R430, And The Size Standard Is $29 Million Dollars. this Pre-solicitation Notice Is Not A Request For Competitive Quotations. A Complete Rfq Package Will Be Available On Or About 15 January 2025, By Downloading The Documents At The Sam.gov Website As Follows: Https://sam.gov/.potential Contractors Are Hereby Notified That The Solicitation And Subsequent Amendments To The Solicitation Will Only Be Available For Download At The Above Site; This Office Will Not Issue Hard Copy Solicitations. By Submitting An Offer, The Vendor Is Self-certifying They Are Not Currently Suspended, Debarred, Or Otherwise Ineligible To Receive Contracts From Any Federal Agency. Failure To Do So May Represent Grounds For Refusing To Consider The Offer For Award. By Submission Of An Offer, The Contractor Acknowledges The Requirement That A Prospective Awardee Must Be Registered In The Sam Database Prior To Award, During Performance, And Through Final Payment Of Any Contract Resulting From This Solicitation. Lack Of Registration In The Sam Database Will Make A Contractor Ineligible For Award. contractors May Obtain Information On Registration And Annual Confirmation Requirements By Calling 1-888-227-2423, Or Via The Internet At Http://www.sam.gov. please Direct All Questions Regarding This Requirement To Elysia Allen At elysia.m.allen2.civ@us.navy.mil.

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 20.00 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 20.00 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 22.56 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 22.56 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 376.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 376.00 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) 404.00 Reinforcing Steel Bar, Grade 40 (minor Structures) Quantity 240.30 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 240.30 Kg Reinforcing Steel Bar, Grade 40 (minor Structures) Direct Cost: A. Materials: 0.02 Kg Tie Wire (2% Of Rsb) 1.05 Kg Reinforcing Steel Bar , Grade 40 (w/ 5% Wastage) 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: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender 0.15 1.00 C. Cargo Truck (9-10 Mt) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 405.00 Structural Concrete Class A (apron, Head Wall And Wing Wall) Quantity 1.34 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 1.34 M3 Structural Concrete Class A (apron, Head Wall And Wing Wall) Direct Cost: A. Materials: 70.00 Bd-ft A. Lumber, Good - 4 Uses 1.60 Pc B. Marine Plywood (1/2" X 4’ X 8') - 4 Uses 0.70 Kg C. Assorted Cwn (1kg/100 Bd-ft Of Lumber) 9.50 Bag D. Cement 0.50 M3 E. Sand 1.00 M3 F. Gravel B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor Installation /removal Of Formworks 1.00 4.00 A. Skilled Laborer 1.00 8.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 0.10 1.00 C. Water Truck/pump (16000 L) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description Documents To Be Submitted: Original Copy – Reference Of The Bac During The Opening Of Bids/evaluation And Post Qual. *copy No. 1 - Reference Of The Technical Working Group For The Post Qualification. *copy No. 2 – Sealed Copy To Be Provided To The Commission On Audit. *valid And Current Philgeps *notarized Omnibus Sworn Statement *valid Pcab License *latest Income And Business Tax Returns *list Of Key Personnel *list Of Equipment *equipment Utilization Schedule *manpower Schedule *construction Schedule With S-curved *original Financial Bid Form *original Bill Of Quantities *original Detailed Unit Price Analysis (dupa) *cash Flow By Quarter Super Imposed By S-curve Incomplete Document And Late Submission Shall Disqualified The Clsu 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 Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders.

Details: Title: Framework Agreement For Sound, Lighting, Stage And Consultancy Services For The North Norway description: The Agreement Shall Cover The Contracting Authority ́s Need For A Total Supplier For Sound, Lighting And Stage Equipment, As Well As Staffing And Consultancy For Planning And Implementing The Festival ́s Main Production In Harstad. The Main Production Will Be Carried Out Annually In The Summer. The Tenderer Shall Coordinate And Deliver Engineering In Cooperation With The Contracting Authority's Production Manager. Some Of The Contracting Authority's Venues Have Technical Frameworks In Place, But May Require Supplements Within Personnel Or Equipment, As Well As Several Locations Where A Stage Must Be Built With Full Delivery Of Sound, Lighting And Sufficient Manpower For Performing Arts And Concerts. In Addition Tenderers Must, Via An Internet Based Production Tool, Seek Out Technical Specifications For The Different Productions, Which Shall Form The Basis For Ordering The Contracting Authority. This Work Takes Place In Dialogue With The Production Manager Or The Person Who Has Been Delegated Responsibility For This. For Further Information On The Contents Of The Procurement, Please See Part Ii Annex 1.

Details: Description Please Quote:per Lot Supply And Installation - Manila Bay Signage And Container Van Signages For Official Use Of:ored-mbscmo Supplier/contractor/consultants Proposal Box # Unit Specifications Qty Unit Price Total Price Fp Unit Price Fp Total Price Technical Proposal Lot I. General Requirements Mobilization/delivery Ii. Materials 15pcs Cement 50pcs Sand 80pcs Hbc#4 10pcs Steel Bar#10mm 5pcs Steel Bar#9mm 220pcs Tiles 1pc Denr Plastic Signage With Light 10m Stranded Wire#14 1 Lot Paint And Other Materials Iii. Office Signages 7 Pcs Acrylic Signage 15cmh C 56ml 2 Pcs Heavy Duty Mounting Tape 24mmx5m Iv Manpower Labor 1.00 ₱196,000.00 ₱196,000.00 Total: ₱196,000.00

Details: Description This Includes: Item 1 – General Requirements Materials Contruction Mask 15pcs X 65.00 975.00 Rubber Gloves 15pairs X 70.00 1,050.00 Rubber Boots 15pairs X 480.00 7,200.00 Hat (salakot) 15pcs X 150.00 2,250.00 Billboard (frame + Tarpaulin 1unit X 3,000.00 3,000.00 For Project Det) 4’x8’ Tarpaulin Manpower Project Engineering 1day X 500.00 500.00 Laborers(2 Men) 4days X 370.00 740.00 11 Item 102 – Excavation Manpower Project Engineer 2days X 500.00 1,000.00 Skilled Worker 2days X 450.00 900.00 Laborers(2 Men) 4days X 370.00 1,480.00 Equipment Backhoe Rental(1 Unit) 2days X 12,500.00 25,000.00 Diesel 280l X 70.00 19,600.00 Iii Item 500 – Pipe Culverts And Storm Drain Materials 4’x8”x16” Concrete Hallow Blocks 6,525pcs X 22.00 143,550.00 Portland Cement 835bags X 285.00 237,975.00 Sand 51cu.m X 1,000.00 51,000.00 Gravel 81cu.m X 1,000.00 81,000.00 Pea Size Gravel 20cu.m X 1,000.00 20,000.00 10mmø Deformed Steel Bars 837length X 190.00 159,030.00 4”cwn 11kg X 65.00 715.00 3”cwn 11kg X 67.00 737.00 2”cwn 11kg X 73.00 803.00 3”concrete Nails 6kg X 100.00 600.00 95pcs 2”x2”x12” Coco Lumber 380bdft X 30.00 11,400.00 95pcs 2”x3”x12” Coco Lumber 570bdft X 30.00 17,100.00 Phenolic Board 21sheets X 1,330.00 27,930.00 Hacksaw Blade 38pcs X 60.00 2,280.00 #16 G.i Tie Wire 70kg X 80.00 5,600.00 Empty Plastic Gallon 10pcs X 180 1,800.00 Manpower Project Engineer 50days X 500.00 25,000.00 Skilled Workers (3men) 150days X 450.00 67,500.00 Laborers(12 Men) 600days X 370.00 222,000.00 Estimated Amount: 1,139,715.00

Details: Description Technical Specifications I. Project Title Supply And Delivery Of Purified Drinking Water To Gsis Butuan Branch Office For Cy 2025 Ii. Total Approved Budget Fifty Thousand Seven Hundred Sixty Pesos Only (php50,760.00) Inclusive Of All Applicable Taxes. Iii. Brief Discussion Why The Goods And Services To Be Procured Are Necessary To Provide A Healthy And Safe Drinking Water To Employees And Transacting Clients. Iv. Scope / Specifications Duration The Project Will Cover The Supply And Delivery Of Purified Drinking Water For A Period Of One Year, Starting From January To December 2025 Delivery • Three Times A Week • Emergency Deliveries, If Required, Should Be Accommodated Quantity Estimated Volume Of Twenty-five (25) Containers Per Delivery, With Adjustments Based On The Actual Consumption Needs V. Manpower Requirements • Ensure Timely Delivery • Ensure Water Meets Purification And Safety Standards Before Delivery • At Least 1-2 Delivery Staff Please See Attached Gsis Technical Specifications Or Email To Rotfelias@gsis.gov.ph