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Tender description :
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CONSTRUCTION OF DASMARINAS CITY ENGINEERED SANITARY LANDFILL FACILITY PHASE 2 LOCATED AT BRGY.PALIPARAN 1, CITY OF DASMARINAS, CAVITE
SCOPE OF WORKS: I. BILLBOARD AND SIGNAGE………………………..1.00 SET II. MOBILIZATION AND DEMOBILIZATION…………………1.00 LOT III. SAFETY AND HEALTH………….1.OO LOT IV. TRAFFIC MANAGEMENT………………….1.OO LOT V. REMOVAL OF EXISTING CONCRETE STRUCTURES PCCP 0.23M THICK……….733.92 SQ.M. VI. REMOVAL OF EXISTING CONCRETE STRUCTURES SIDEWALK 0.10M THICK……182.74 SQ.M. VII. REMOVAL OF EXISTING CONCRETE STRUCTURES CURB AND GUTTER 0.47W….96.60 L.M. VIII. REMOVAL OF EXISTING 610MM Ø RC PIPES…………….42.00 L.M. IX. SURPLASS UNCLASSIFIED EXCAVATION…………………175.40 CU.M. X. STRUCTURE EXCAVATION………….110 CU.M. XI. FOUNDATION FILL…………………….62.33 CU.M. XII. PIPE CULVERT AND DRAIN EXCAVATION………..637.38 CU.M. XIII. EMBANKMENT FROM BORROW……………411.36 CU.M. XIV. SUBGRADE PREPARATION ……………………928.59 SQ.M. XV. AGGREGATE BASE COURSE…………………..166.26 CU.M. XVI. PORTLAND CEMENT CONCRETE PAVEMENT, 0.28M. THK. UNREINFORCED……728.14 SQ.M. XVII. PIPE CULVERT, 1,520MM DIA, CLASS II RCPC……………….26.00 L.M. XVIII. PIPE CULVERT, 1,220MM DIA, CLASS II RCPC……………60.00 L.M. XIX. MANHOLES-1,220MM DIA- CHB ……………………7.00 EA. XX. CONCRETE COVERS FOR 1,220MM DIA MANHOLES…………………28.00 SETS XXI. PIPE CULVERT, 910MM DIA, CLASS II RCPC ……………….73.00 L.M. XXII. MANHOLES- 910MM DIA- CHB……………………….6.00 EA. XXIII. CONCRETE COVERS FOR 910MM DIA MANHOLES……………..18.00 SETS XXIV. STEEL GRATING COVER……………………9.00 EA. XXV. CURB AND GUTTER, CAST-IN-PLACE 0.50M………………87.60 L.M. XXVI. SIDEWALK………………127.90 SQ.M. XXVII. REINFORCING STEEL BARS, GRADE 60…………….5,478.74 KGS. XXVIII. A. PRELIMINARIES & GENERAL REQUIREMENTS I Billboard and Signage………2.00 sets II Mobilization and Demobilization……….1.00 lot III Occupational Safety and Health………..1.00 lot IV Temporary Facilities and Storage………1.00 lot V Environmental Monitoring /Compliance………….1.00 lot B. EARTHWORKS VI Clearing and Grubbing………….38,300.00 sq.m. VII Excavation Works……………….195,058.56 cu.m VIII Embankment and Backfilling Works…………………9,078.36 cu.m IX Grading / Subgrade Preparation…………………….32,583.19 sq.m X Disposal and Management of Excess Soil a. Stockpiling of Excavated Soil ……………56,800.00 cu.m b. Stockpiling and Loading of Excess Soil……………85,458.56 cu.m c. Hauling out to Old Dumpsite……………..52,800.00 cu.m C. CELL LINING SYSTEM XI Supply and Installation of Geosynthetic Clay GCL………….34,350.00 sq.m XII Supply and Installation of HDPE Liner…………….34,350.00 sq.m XIII Gravel Layer 300mm thick………………..5,450.00 cu.m D LEACHATE MANAGEMENT SYSTEM XIV Installation of Leachate Collection Pipes and Gravel Filter………..1,200.00 li.m XV Collection of Leachate Collection Pond…………….2,020.00 sq.m XVI Collection of Leachate Re- circulation Facility a. Generator House / Control Room a.1. Concreting Works Including Formworks…………….10.10 cu.m a.2. Reinforcing Steel Bars…………….1,475.72 kgs. a.3. Masonry Works………………………..77.27 sq.m a.4. Painting Works……………..154.54 sq.m a.5. Roofing Works………………..58.90 sq.m a.6. Steel Works………………..1.00 lot a.7. Doors & Windows…………….1.00 lot a.8. Electrical Works ……………1.00 lot b. Pumping Station……………….1.00 lot c. Mechanical Works……………1.00 set d. Installation of Irrigation Pipes…………..1.00 lot E. PERIMETER GRAVEL ROAD XVII Subgrade Preparation……………8,760.00 sq.m XVIII Aggregate Basecourse 400mm thick……………3,504.00 cu.m F DRAINAGE SYSTEM XIX Perimeter Stormwater Drain………………1,085.00 li.m XX Reinforced Concrete Pipes………..150.00 li.m G ELECTRICAL AND DISTRIBUTION SYSTEM XXI Electrical Distribution Line…………….1.00 lot XXII Solar Streetlights…………….43.00 sets H SUPPORT FACILITIES XXIII Weighbridge Facility…………1.00 lot XXIV Administration Office a. Concreting Works Including Formworks…………….46.34 cu.m b. Reinforcing Steel Bars…………….5,625.98 kgs. c. Masonry Works…………….305.38 sq.m d. Ceiling Works………………..114.50 sq.m e. Tiling Works………………….120.00 sq.m f.. Painting Works……………..610.76 sq.m g. Roofing Works………………..98.79 sq.m h. Steel Railings………………….19.00 l.m i. Steel Stair…………….1.00 lot j. Doors & Windows…………….1.00 lot k. Electrical Works……………………1.00 lot l. Plumbing Works……………….1.00 lot XXV Wash / Fumigation Bay a. Concreting Works Including Formworks…………….38.25 cu.m b. Reinforcing Steel Bars…………….3,248.98 kgs. c. Masonry Works…………………………..56.32 sq.m d. Painting Works……………..134.64 sq.m e. Roofing Works………………..31.20 sq.m f. Steel Railings…………………..30.00 l.m g. Steel Gratings…………………32.80 l.m h. Steel Bollard…………………..24.00 pcs. i. Steel Stair…………….1.00 lot j. Doors & Windows…………….1.00 lot k. Electrical Works ……………….1.00 lot l. Plumbing Works……………….1.00 lot XXVI Perimeter Fence…………980.00 li.m XXVII Elevated Water Tank & Pump House a. Concreting Works Including Formworks…………….10.88 cu.m b. Reinforcing Steel Bars…………….1,522.82 kgs. c. Masonry Works……………48.72 sq.m d. Painting Works……………..113.44 sq.m e. Sidewall Stair……………………1.00 lot f. Doors & Windows…………….1.00 lot g. Electrical Works ……………….1.00 lot h. Plumbing Works………………1.00 lot XXVIII Parking Area Gravel Layer 150 mm thick……………500.00 sq.m XXIX Storage Warehouse & Repair Bay Area a. Concreting Works Including Formworks…………….28.44 cu.m b. Reinforcing Steel Bars…………….3,214.06 kgs. c. Masonry Works ……………176.26 sq.m d. Ceiling Works………………….92.16 sq.m e. Tiling Works……………………..7.50 sq.m f. Painting Works……………..352.71 sq.m g. Roofing Works……………..215.76 sq.m h. Side Wall Stair………………….1.00 lot i. Steel Columns & Beams………………..1.00 lot j. Doors & Windows…………….1.00 lot k. Electrical Works………….. 1.00 lot l. Plumbing Works……………….1.00 lot XXX Workers Barracks & Staff Quarters a. Concrete Works ……………..28.18 cu.m b. Reinforcing Steel Bars…………….3,227.14 kgs. c. Masonry Works …………….144.84 sq.m d. Ceiling Works………………..148.00 sq.m e. Tiling Works………………….100.00 sq.m f. Painting Works……………..289.68 sq.m g. Roofing Works……………..134.40 sq.m h. Steel Railings…………………….1.00 lot i. Doors & Windows…………….1.00 lot j. Electrical Works ………………..1.00 lot k. Plumbing Works……………….1.00 lot XXXI Ground Monitoring Well……………..1.00 lot XXXII Slope Protection Grouted Riprap…………………..235.00 cu.m XXXIII Landscaping and Greening Program……………………1.00 cu.m. IMPORTANT NOTICE TO ALL PROSPECTIVE BIDDERS: Please be informed that the City Government of Dasmariñas shall only accept Bid Security in the form of Cash or Manager’s Check issued by a Universal or Commercial Bank, equivalent to two percent 2% of the Approved Budget for the Contract ABC. No other forms of bid security will be accepted. Furthermore, new bidders who wish to participate in the bidding must submit the following documentary requirements for accreditation: 1. Department of Trade and Industry DTI or Securities and Exchange Commission SEC Registration 2. Valid Mayor’s Permit 3. Valid Philippine Contractors Accreditation Board PCAB License 4. PhilGEPS Certificate of Registration under Platinum Membership Payment of a non-refundable accreditation fee amounting to Five Thousand Pesos ?5,000.00. These requirements must be duly submitted and processed prior to the submission of bids. Please click the Associated Components for the Checklists of Requirements and Bidding Documents. Thank you.
Pre-bid Conference:
Date: 17/03/2026
Time: 9:00 AM
Venue: Office of the Bids and Awards Committee, Room 201,
Socio-Economic Building,
Brgy. Burol Main, City of Dasmariñas, Cavite
Approved Budget: 363,008,116.99
Closing Date: 31/03/2026
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