Earthwork Tenders

Details: Description Invitation To Bid The Local Government Unit Of Don Victoriano, Through Its Bids And Awards Committee (bac), Invites Suppliers/contractors To Apply For Eligibility And To Bid For The Hereunder Project: Name Of Project: Repair/maintenance Of Public Cemetery Location: P-2, Tuno, Don Victoriano, Misamis Occidental Source Of Funds: General Fund Cy-2024 Approved Budget For The Contract: Php 200,000.00 Brief Description: Concrete Paving Of Public Cemetery Pathway With 1.0 Meter X 150 Long Dimension And 10 Centimeter In Thickness. Project Title Location/description Abc Dv-2024-124 Repair/maintenance Of Public Cemetery P-2, Tuno, Don Victoriano, Misamis Occidental Item Of Works: Site Clearing - 180.00 Sq.m. Earthwork Excavation (trimming) - 36.00 Cu.m Base Preparation (gravel Bedding And Compacting) - 18.90 Cu.m Concrete Works - 15.00 Cu.m Php 200,000.00 The Complete Schedule Of Activities Is Listed As Follows: Bac Activities Schedule 1. Posting Period/advertisement December 23, 2024 2. Issuance Of Bid Documents December 23-31, 2024 Up To January 1-9, 2025 3. Pre-bid Conference December 27, 2024 @9:00 Am 4. Deadline Submission Of Bids January 9, 2025 @ 9:00am 5. Opening Of Bids January 9, 2025 @9:30 Am Bid Documents Will Be Available Only To Prospective Bidders Upon Payment Of A Non-refundable On Amount Of: A.) Five Hundred (php 500.00) Pesos For The Repair/maintenance Of Public Cemetery.

Details: Description Item Number Descriptions Unit Quantity I Earthworks 100 Clearing And Grubbing Sq.m. 1,700.00 102 Road Excavation Cu.m. 567.28 Ii Subbase And Base Course 200 Aggrerate Subbase Course Cu.m. 340.00 201 Aggrerate Base Course Cu.m. 476.00 Iii Surface Courses 311 Portland Cement Concrete Pavement Pccp Cu.m. 340.00 Iv Drainage And Slope Protection Structures 500 Lined Canal Cross Drain Cu.m. 2.00 505 Riprap And Grouted Riprap Cu.m. 80.00 Spl-1 Project Supervision Days 60.00 Spl-2 Hauling/handling Cost Lot 1.00 Spl-3 Cosh Lot 1.00

Description: Public tender Vob/a demolition and dismantling work (DIN 18 459); sealing work (DIN 18 336); earthworks (DIN 18300); concrete work (DIN 18 331); - construction site setup, 30 m of construction fence with provision - container 10-12 ... Additional demolition and dismantling work (DIN 18 459); sealing work (DIN 18 336); earthworks (DIN 18300); concrete work (DIN 18 331); - construction site setup, 30 m of construction fence with provision - container 10-12 M³, disposal of old sealing, excavation - approx. 10m³ of asphalt base layer, demolition of 20 M2 of concrete paving - approx. 90 M³ of excavation incl. Partial disposal - Manufacture and dismantle approx. 12 m of support beam wall as one-sided shoring - Dismantle and dispose of underground tank/oil 30,000 L (approx. 2.00 x 7.00 m), steel, decommissioned, deregistered, filled with sand - Remove 10 m of river gravel and store on the construction site for reinstallation, approx. 30cm thick - 60 m2 sealing, 2k thick coating - Clean 60 m2 concrete wall - Apply 60 m2 primer for thick coating (bitumen emulsion) - 60 m2 drain plate XPS 10cm, apply filter fleece - Demolition and disposal of 3 concrete cellar light shafts (w/d/h 2.40/1.2/approx. 2.00m) - 3 prefabricated shafts with cover - Insert 13 m3 vertical filter layer - 12 m band iron, ring earthing incl. Insert and connect connecting clamps, check - 5 M3 bedding sand -approx. 25 M3 frost protection layer -approx. 25 M2 concrete rectangular paving

Details: Description Part A Facilities For The Engineer A.1.1 (10) Provision Of Living Quarter For The Engineer (rental Basis) Mo. 10.37 Total Cost (part A) Carried To Summary Php Part B Other General Requirements B.4(1) Construction Survey And Staking Km. 0.29 B.5(1) Project Billboard/signboard Each 3.00 B.7(1) Occupational Safety And Health L.s. 1.00 B.9(1) Mobilization/demobilization L.s. 1.00 B.18(2) Craneway L.s. 1.00 Total Cost (part B) Carried To Summary Php Part C Earthworks 801(1) Removal Of Structures And Obstruction L.s. 1.00 Total Cost (part C) Carried To Summary Php Part D Reinforced Concrete 900(1)c Structural Concrete (3000psi, Class-a, 28days) Cu.m. 150.95 901(1) Lean Concrete Cu.m. 156.30 902(1)a1 Reinforcing Steel (deformed)(grade 40) Kg. 9,724.24 Total Cost (part D) Carried To Summary Php Part L Flood And River Control And Drainage Part L-a Earthworks 1702(1)a Structure Excavation (common Soil) Cu.m. 294.90 1704(1)b Embankment (from Borrow) Cu.m. 5,898.00 Total Cost (part L-a) Carried To Summary Php Part L-b Bank And Slope Protection Works 1711(1) Stone Masonry Cu.m. 630.80 1712(1) Concrete Slope Protection Cu.m. 636.98 1716(6) Structural Steel Sheet Piles, Furnished M. 4,830.00 1716(12) Structural Steel Sheet Piles, Driven M. 4,724.50 Total Cost (part L-b) Carried To Summary Php

Details: Description 1. 1 Lot Mobilization/demobilization 2. 2 Units Project Billboard 3. 1 Lot Demolition Of Existing Building Structure (includes Chipping & Re-chipping) 4. Earthworks A. 20 M3 Excavation & Backfilling (using Usable Filling Materials) B. 50 M3 Embankment (sub-base Course) Basketball Court C. 25 M3 Gravel Bedding (basketball Court) 5. 49.28 M3 Structural Concrete 6. 1,753.57 Kgs. Reinforcing Steel Bars (basketball Court) 7. 560 Bd.ft. Forms, Staging & Scaffoldings 8. 81 M2 Ceiling Works (includes Airvent) 9. 3 Units Pre-fab. Door & Accessories 10. 17 Units Window Works 11. 19.87 M2 Tile Works & Accessories 12. 1 Lot Plumbing Works, Fixtures & Accessories 13. 1 Lot Electrical Works (conduits, Boxes & Fittings)

Details: Description I. Project Billboard Pc. 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Mobilization/demobilization Lot 1.00 V. Earthworks A. Excavation Works (using Equipment) Cu.m. 7,000.00 B. Earthfill Cu.m. 41,176.47 Item 100(a2) Clearing And Grubbing (using Equipment) Sq.m. 19,403.22 Item 105 Subgrade Preparation Sq.m. 5,403.22 Item 200 Aggregate Sub-base Coarse Cu.m. 540.32 Item 202 Crushed Aggregate Base Coarse Cu.m. 410.64 Item 311 P.c. Concrete Pavement Sq.m. 5,403.22 Item 606 (a) Pavement Markings Sq.m. 363.44 Vi. Disposal Of Waste Materials Lot 1.00

Description: Contract notice – general guideline, standard rule Open procedure (construction work) Frankfurt – new Rebstockbad building The new Rebstockbad building in Frankfurt am Main is the most important swimming pool project within the framework of the Frankfurt 2025 swimming pool concept and, in addition to its function of providing regional services to the city of Frankfurt am Main, has the aim of creating a supra-regional appeal in the Rhine-Main area. The Rebstockbad is to become a showcase project in the swimming pool landscape. The wide-ranging needs when visiting a swimming pool – from sporting aspects to the opportunity to spend free time with family and friends to health and wellness-oriented offers – are to be reflected in the profile of the new Rebstockbad. In addition to the external impact of the building, the primary project goal is to make the pool attractive for future users. Other key project goals are the energy and resource-saving, ecological and economical construction and operation of the Rebstockbad. This is to be ensured by an efficient, durable, sustainable, low-maintenance and easy-care construction. If you have any questions regarding the e-tendering platform Subreport Elvis, please contact: Stefan Ehl, Tel.: +49 (0) 221/9 85 78-58, Fax: +49 (0) 221/9 85 78-66, E-mail: stefan.ehl@subreport.de, Internet: www.subreport.de 9. For bidder communication (questions about the list of services or bidder questions of any kind), only the communication function via the tendering platform is to be used. In this case Subreport Elvis. Ve 500,010 Lv Gala1 Civil engineering work, earthworks, asphalt construction work - Earthworks: Approx. 10,000m³ - Pipelines Rw Pp Dn 100 to Dn 500: Approx. 950 m - Drainage lines: Approx. 250 m - Shaft structures Rw Dn 1000 - Dn 1500: Approx. 27 units - Rw treatment plants sedimentation: Approx. 3 units - Gravel trenches / gravel cisterns: Approx. 2,000 m³ - Bituminous base layer incl. Fss, Sts: Approx. 1,500 m²

Details: Description General Requirements 1.provision Of Field Office For The Engineer 2.00 Month 2.project Billboard/signboard 64.00 Sq.ft 3.occupational Safety And Health 1.00 L.s 4.mobilization/demobilization 1.00 L.s Earthworks 1.structure Excavation (common Soil) 18.00 M³ Plain And Reinforced Concrete Work 1.structural Concrete 10.00 Cu.m 2.reinforcing Steel 1,340.00 Kg. 3.formworks And Falseworks 570.00 Sq.m Painting Works 1.painting Works (masonry & Steel Painting) 72.00 M² Roofing Works 1.prepainted Metal Sheets (0.5mm Thk) 220.00 M² 2.structural Steel, Trusses 2,180.00 Kg. Plumbing/sanitary 1.plumbing Works (water & Sanitary Lines) 1.00 L.s Electrical Works 1.conduit, Boxes And Fittings 1.00 L.s

Details: Description Improvement Of Water Facility Duang Niog, Libmanan Cam. Sur Appropriation: P 307, 372.40 Source Of Funds : 158,372.40 Capital Outlay (gad Fund C/y 2024) 149,178.90 Capital Outlay ( Gad Fund Cont. Appropriation 2023 ) Description: I. Installation Of Water Pump Ii. Pipe Laying L = 252 M 3" Upvc Pipe I. Water Pump Installation A. Materials 1 Set 2 Hp Water Pump ( Output = 160 Liters Per Minutes) 1 Lot Fittings And Water Pump Accesories 10 M Service Drop Wire #6 1 Pc Electrical Tape C. Labor Ii - Pipe Laying A. Earthworks A.1 Soil Excavation 1. Labor 31 Cu.m Soil Excavation A.2 Back Filling B. Materials 44 Pcs Upavc Pipe 3" Class 100 1 Lot Fittings C. Labor D. Hauling Cost 44 Pcs Upvc Pipe 3" Class 100 Special Item Spl I Prroject Billboard 1 Pc. Billboard Spl Ii Construction Safety And Health 4 Pcs Uniform 4 Pcs Hard Hat 4 Pcs Gloves 4 Pcs Safety Boots Spl Ii - Photograph 1 Lot Photograph

Details: Description I. Project Billboard Pc 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Demolition (existing Building) Cu.m. 100.31 V. Disposal Of Debris Lot 1.00 Vi. Lay-out /staking And Safety Enclosure Lot 1.00 Vii. Earthworks A. Excavation Works (manual) Cu.m. 169.16 B. Backfilling Works Cu.m. 112.60 C. Earthfill Cu.m. 208.00 D. Gravel Bedding Cu.m. 19.60 Viii. Concrete Works A. 3500 Psi Ready Mix Pcd @ 28 Days Cu.m. 223.19 B. Reinforcing Bars Kgs. 41,417.20 C. Formworks Sq.m. 892.50 D. Pumpcrete Rental Lot 1.00 Ix. Metal Deck (1.00mm) Sq.m. 507.79 X. Shoring Jack Rental Lot 1.00 Xi. Masonry Works A. 5'chb Laying Sq.m. 926.89 B. Plastering Works (rough) Sq.m. 2,808.37 Xii. Steel Works A. Roof Truss Kgs. 6,528.98 B. Stair Railings, Handrails, Safety Grilles And Fire Exits Lot 1.00 C. Stainless Steel Pwd Railings Lot 1.00 Xiii. Roofing Works A. Tinsmithry Sq.m. 378.00 B. Steel Works Accessories Lot 1.00 C. Bended/roof Accessories Lot 1.00 Xiv. Doors And Windows Lot 1.00 Xv. Ceiling Works Sq.m. 885.83 Xvi. Waterproofing Works Sq.m. 66.80 Xvii. Tile Works A. 40cm X 40cm Floor Tiles Sq.m. 814.74 B. 30cm X 30cm Comfort Room Tiles Sq.m. 251.98 C. Stairnosing Lot 1.00 Xviii. Painting Works A. Interior Surface Preparation Sq.m. 1,421.50 B. Exterior Surface Preparation Sq.m. 1,421.50 C. Masonry/concrete Surfaces Sq.m. 2,843.00 D. Steel Surfaces Sq.m. 849.20 E. Ficem Board Surfaces Sq.m. 885.83 F. Scaffolding Rental Lot 1.00 Xix. Plumbing And Sanitary Works Lot 1.00 Xx. Septic Vault Lot 1.00 Xxi. Catch Basins Lot 1.00 Xxii. Cistern Tank Lot 1.00 Xxiii. Fire Protection Works Lot 1.00 Xxiv. Pump And Tank Lot 1.00 Xxv. Pump House Lot 1.00 Xxvi. Electrical Works Lot 1.00 B. Additonal Works B1. Earthworks Excavation : (manual) Cu.m. 222.75 C. Concrete Works (column And Flooring/pathwalk) C1. 3500 Psi Ready Mix Concrete @ 28 Days Cu.m. 48.26 C2. Reinforcing Bars Kgs. 1,365.30 C3. Formworks Sq.m. 40.09 D. Masonry Works (block Laying5 5" Chb) Sq.m. 104.09 E. Individual Cutting Of Trees Pc 5.00