Earthwork Tenders

Details: Description Part A - Facilities For The Engineers Provision Of Combined Field Office For The Engineer (rental Basis) 10.00 Month Part B - Other General Requirements Construction Survey And Staking 1.00 L.s. Permits And Clearance 1.00 L.s. Project Billboard / Signboard 2.00 Each Occupational Safety And Health Program 1.00 L.s. Mobilization / Demobilization 1.00 L.s. Part C - Earthworks Embankment From Roadway Excavation 88.00 M³ Subgrade Preparation (common Material) 616.00 M² Part D - Subbase And Base Course Aggregate Subbase Course 123.20 M³ Part E - Surface Course Portland Cement Concrete Pavement, 230mm Thick 440.00 M² Part F - Structural Concrete Concrete Railing (standard) 100.00 M Reinforcing Steel, Grade 40 821.00 Kgs Reinforcing Steel, Grade 60 1,478.00 Kgs Structural Concrete, Class A 20.68 Mpa 26.68 M³ Lean Concrete 2.44 M³ Paint 141.64 M² Premolded Expansion Joint Filler With Sealant, 12mm Thk 0.06 M³

Details: Description Item Qty. Unit Particulars Part A Facilities For The Engineers A.1.1 4.30 Mo. Facilities For The Engineers Part B Other General Requirements B.7(1) 4.30 Mo. Occupational Safety & Health Program B.5 4.00 Each Project Billboard/signboard B.8(1) 1.00 L.s. Traffic Management B.9 1.00 L.s. Mobilization/demobilization Part C Earthworks 101(3)a2 2,560.50 Sq.m. Removal Of Existing Pcc Pavement, 0.20m Thk. (for Reblocking At Intermittent Section 105(1)a 3,698.50 Sq.m. Subgrade Preparation Part D Base And Subbase Course 200(1) 227.60 Cu.m. Aggregate Sub-base Course (shoulder), T=200mm 201(1)a 256.05 Cu.m. Aggregate Base Course, T=100mm 201(1)b 113.80 Cu.m. Aggregate Base Course (shoulder), T=100mm Part E Surface Course 311(1)f1 3,698.50 Sq.m. Pcc Pavement (carriageway, T=300mm)

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 Item Description Unit Qty Unit Cost Item Cost Part B Other General Requirements B.5(a) Project Billboard, 1.2x1.2m Tarpaulin W/stand Each 1.0 2,042.50 2,042.50 Part C Earthworks 101(1) Removal Of Structures & Obstructions Lumpsum 1.0 14,816.10 14,816.10 104(1)e Embankment M³ 1.8 769.56 1,385.21 Part G Drainage & Slope Protection 500(3)a Reinforcing Steel Bar (grade 40) Kgs 159.0 89.78 14,275.02 500(3)b Structural Concrete (class A) Forms And Accessories M3 12.4 8,529.68 105,768.03 500(4)c Concrete Drainage 500x500mm Meter(s) 14.0 2,558.85 35,823.90 503(g) Drainage Steel Grating With Frame (400x600mm) Sets 4.0 2,398.49 9,593.96 504(4)a.1 Reconditioning Drainage Structures (open W-600mm ^ Below) Meter(s) 1,500.0 17.35 26,025.00

Description: Laying of drinking water pipes: - 260 m pressure pipe Pe 100-rc 125x11.4 mm, SDR 11, protective jacket pipe, laying in closed construction (HDD method) - 70 m pressure pipe Pe 100-rc 125x11.4 mm, SDR 11, protective jacket pipe, laying in open construction - 50 m pressure pipe Pe 100-rc 40x3.7 mm, SDR 11, solid wall pipe, TW-HA, laying in closed construction (earth rocket) - 30 m pressure pipe Pe 100-rc 40x3.7 mm, SDR 11, solid wall pipe, TW-HA, laying in open construction - Rebinding of 23 drinking water house connections (or partially replacing) - Installation of 1 slide valve DN 50, 4 pieces. Gate valve Dn 80, 7 pcs. Gate valve Dn 100 U. 3 pcs. U-hydrant Dn 80 - Connection of the new pipes to the old TW pipes - Damming of the old pipes, removal of the old fittings in the connection areas - Earthworks and shoring work - Creation of start and target pits for HDD processes - Traffic safety - Road construction work

Details: Title: Construction Of A Motor Transport Enterprise In The V. Vernadskoho Street (near The Building N°193 In The Stryiska Str.) In Lviv description: Within The Framework Of The “ukraine Urban Public Transport Project” (hereinafter – Uuptp), Sub-project “construction Of A Motor Transport Enterprise In The V. Vernadskoho Street (near The Building N°193 In The Stryiska Str.) In Lviv” Is Foreseen A New Construction In Compliance With The Requirements Of Energy Efficiency, Industrial Processes, Provide Comfortable Working Conditions, And Fire Safety. The Purpose Of Uuptp Is Modernize The Rolling Stock Of Urban Public Transport And Related Infrastructure Projects In Medium And Large Cities Of The Country. The Purpose Of The Sub-project Is To Successfully Carry Out The Works Provided For In This Tender Documents For Construction Of The Building Of Motor Transport Enterprise On The V. Vernadkoho Str. In Lviv. The Total Amount Of Works To Be Performed By The Contractor Shall Include: - Preparation Of Works Execution Design; - Earthworks; - Performance Of The Preparatory Works; - Execution Of Construction Works; - Execution Of Finishing Works In Premises; - Installation Works For Laying Of Temporary Power Lines; - Supply And Installation Of Plant, Equipment And Materials, Organization Of Their Storage And Security; - Complex Of Measures On Insulation Of The Building And General Construction Works; - A Complex Of Measures On The Arrangement Of The Water Supply And Wastewater Collection, The Construction Of Gas Supply And Heat Supply Networks, The Installation Of Heating And Ventilation, Electrical Networks, Lighting And Telecommunication; - Construction And Installation Works And Precommissioning Works; - Organisation And Carrying Out All Necessary Acceptance And Delivery Acceptance Tests And Facility Commissioning; - Finishing Works On Site.

Details: Description 8.73 Months Occupation Safety And Health Program 1 L.s. Project Marker (for Slaughterhouse And Wet Market) Earthworks 59.77 Cu.m. Structure Excavation (common Soil) 59.77 Cu.m. Embankment From Roadway/structure Excavation 334.25 Cu.m. Embankment From Borrow 117.06 Cu.m. Gravel Fill Plain & Reinforced Concrete Works 145.4 Cu.m. Reinforced Concrete 5,580 Kgs Reinforcing Steel, Grade 40 3,302.28 Kgs Reinforcing Steel, Grade 60 329.79 Sq.m. Formworks And Falseworks Finishing And Other Civil Works 29.43 Sq.m. Ceiling 1 L.s. Steel Windows 1 L.s. Roll-up Doors 395.22 Sq.m. Unglazed Tiles (ceramic) 120.81 Sq.m. Glazed Tiles 919.39 Sq.m. Cement Plaster Finish 1,909.81 Sq.m. Painting Works (masonry Painting) 454.40 Sq.m. Painting Works, Steel 316.20 Sq.m. 100mm Chb Non-load Bearing (including Reinforcing Steel) 7,619.65 Kgs Structural Steel, Trusses 1 L.s. Railings L Drainage & Slope Protn Structures 43.15 Cu.m. Stone Masonry Xxxxnothing Followsxxx

Description: Public tender Vob/a Redesign of the Kallental sewage treatment plant and supply line to the Marsberg-Mitte sewage treatment plant. Structural part sewerage system approx. 25 m DN 150: PP-MD sewer approx. 195 m DN 200: PP-MD sewer approx. 11 m DN 200: PEHD sewer approx. 2 m DN 300: PP-MD sewer approx. 90 m DN 600: SB sewer approx. 13 ... More. Construction part Sewerage Approx. 25 M DN 150: PP-MD sewer Approx. 195 M DN 200: PP-MD sewer Approx. 11 M DN 200: PEHD sewer Approx. 2 M DN 300: PP-MD sewer Approx. 90 M DN 600: SB sewer Approx. 13 M DN 600: PEHD sewer Approx. 6 shaft structures, DN 1000 Approx. 2 shaft structures, DN 1200 Approx. 1 plug-in gate, DN 200 Approx. 1 plug-in gate, DN 600 Approx. 1 spindle gate, DN 600 Water pipe Approx. 10 M DN 50: PEHD pipe Approx. 40 M DN 80: PEHD pipe Fittings: Approx. 2 pieces Underground hydrant, Dn 80 Approx. 1 Kos slide valve, Dn 80 Cable conduits Approx. 195 M Dn 100: PEHD pipes Construction of the building including earthworks 1 rain overflow basin, round basin, V=460 M³, prefabricated construction 1 measuring/throttle shaft, prefabricated construction, Lxwxh = 4.25x2.00x2.35 M Il 1 bedload station/debris trap, prefabricated construction, Lxwxh = 2.70x1.80x2.50 M Il 1 rain retention basin construction in earthworks (in existing sewage pond) Conversion work on existing building Basin overflow: - Removal of old equipment Sand and floating material trap: - Removal of old equipment - Installation of filling concrete and manufacture of clinker channel Operating/screening building - Removal of door and installation of roller shutter system - Adjustments to floor coverings after screen installation Surface work Approx. 45 m³ topsoil supply Approx. 75 m³ frost protection material/fss Approx. 260 m³ water-bound surface incl. fss Approx. 105 m² paving 10/20/10 cm Approx. 155 m deep curbstones 8/25/100 cm Approx. 50 m deep curbstones 10/30/100 cm

Details: Description Invitation To Bid For Const. Of Small Store (slpa) 1. The Barangay Tagaytay Hill, Through The 20% Edf Fy 2024 Intends To Apply The Sum Of Two Hundred Thousand Pesos (php 200,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Const. Of Small Store (slpa) With P.r. No. 2024-08-019. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Barangay Tagaytay Hill Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required 25 Calendar Days. Bidders Should Have Completed 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). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From Barangay Tagaytay Hill And Inspect The Bidding Documents At The Address Given Below From 8:00 Am To 5:00 Pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 7, 2025 From Given Address In The Amount Of Five Hundred (p500.00) Pesos. 6. Bids Must Be Duly Received By The Bac Secretariat At The Address Below On Or Before January 14, 2025 At Eleven (11:00) A.m. Late Bids Shall Not Be Accepted. 7. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 8. Bid Opening Shall Be On January 14, 2025 At 2:00 P.m. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 9. The Barangay Tagaytay Hill 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 Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 10. For Further Information, Please Refer To: Ms. Cathyrine Q. Rico Barangay Secretary Barangay Tagaytay Hill, Josefina, Zamboanga Del Sur Item No. Scope Of Work Quantity Unit I Earthwork Exc. Ls Ls Ii Layout 19.36 Sq.m Iii Foundation 90 M3 Iv Zocallo 66 M3 V Pedestal 32 M3 Vi Filling Of Chb 31.68 Sq.m Vii Beam 20 M3 Viii Roof Frmng. 36 Sq.m Ix Roofing Materials 36 Sq.m X Inst. Of Steel Matting 10.56 Sq.m Xi Installation Of Door 1 Unit Xii Plastering 42.24 Sq.m Xiii Flooring 1.45 M3 Xiv Signage Ls Ls

Details: Description Republic Of The Philippines Province Of Camarines Sur Municipality Of Presentacion -o0o- Office Of The Municipal Engineer January 3, 2025 Project : Concreting / Reblocking Of Poblacion Road Location : Brgy Sta. Maria, Presentacion, Camarines Sur Contract Duration : 90 Calendar Days Scope Of Work : Concreting Of 710.5 M Portland Concrete Cement Pavement (pccp) (542.00m X 6.30m X 0.20m Along Sta. Maria St., 118.50m X 6.30m X 0.20m Along Bagumbayan St., 50.00m X 6.00m X 0.20m Along Bagumbayan Street, And 1m X 0.30m Sidewalk Along Bagumbayan). A. Direct Cost: S U M M A R Y O F Q U A N T I T I E S Item Number Descriptions Unit Quantity I Earthworks 101 Removal Of Structures And Obstruction Cu.m. 918.23 102 Road Excavation Cu.m. 768.43 Ii Base Course 201 Aggrerate Base Course Cu.m. 688.67 Iii Surface Courses 311 Portland Cement Concrete Pavement Pccp Cu.m. 918.23 Iv Drainage Line Canal 500 Drainage And Cross Drain Cu.m. 30.72 Spl-1 Project Supervision Days 90.00 Spl-2 Hauling/handling Cost Lot 1.00 Spl-3 Cosh Lot 1.00