Reference Number |
7456352 |
Procuring Entity |
DEPARTMENT OF ENVIRONMENT AND NATURAL RES. - PENRO, ILOILO |
Title |
Re-Invitation to Bid for the Construction of Quipot RCBG Bridge of PENRO, Iloilo FMP |
Area of Delivery |
Iloilo |
Solicitation Number: |
2021-12 |
Trade Agreement: |
Implementing Rules and Regulations |
Procurement Mode: |
National Competitive Bidding |
Classification: |
Civil Works |
Category: |
Construction Management Services |
Approved Budget for the Contract: |
PHP 35,299,473.68
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Delivery Period: |
300 Day/s |
Client Agency: |
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Contact Person: |
EVELYN COLUMBRES MALIGAD BAC Secretariat Old Rotary Park, Fort San Pedro, Iloilo City Iloilo City Iloilo Philippines 5000 63-033-3351878 Ext.0 63-033-3369542 evelyn.maligad@yahoo.com |
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Status |
Awarded |
Associated Components |
6 |
Bid Supplements |
2 |
Document Request List |
7 |
Date Published |
06/02/2021 |
Last Updated / Time |
01/04/2022 15:56 PM |
Closing Date / Time |
01/03/2021 15:00 PM |
Description |
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Republic of the Philippines Department of Environment and Natural Resources FORESTLAND MANAGEMENT PROJECT Province of Iloilo, Region 6 BILL OF QUANTITIES Subproject Title/Name Construction of Quipot RCDG Bridge Category Sub-Project Number Physical Target 40 meters long bridge, 2 bays at 20 meters each bay Brgy./Mun./Province Suage Subwatershed, Municipality of Janiuay, Iloilo, Region 6 Total Estimated Subproject Cost (PHP) 35,299,473.68 Project Description: Implementation Mode By Contract Construction of Quipot RCDG Bridge. The length of the Bridge is 40m. It will be paved with Portland Cement Concrete Pavement (PCCP) whose width is 4.0 meters, and a thickness of 0.2m. It will have a subbase of 0.15 meters. The proposed bridge will cross the river whose calculated maximum flood of 515 cubic meter per second in 50 years return period. The proposed bridge has two bays. The span is 20 meters in the first bay and 20 meters in the second bay. Is is located within Suage Subwatershed, Municipality of Janiuay, Region 6. Project Duration 300 Calendar days (W/ 30 unworkable days) Equipment Needed Batching Plant Concrete Screeder Loader, 1cu.m., 77.78 hp Portable Asphalt Kettle Dumptruck, 9 cu.m. yd., 275 hp One Bagger Mixer Transit Mixer, 3.5 cu.m., 160 hp Bar Cutter, 20mm dia. Cargo Truck, 6 tons, 195 hp Concrete Saw, 12", 5 lpm, Gas Water Truck/Pump, 16000 lit 4 Wheel Drive Vehicle Backhoe, 0.98 cu.m., 138 hp Plate Compactor, Vibratory, 5hp Crane,36 - 40 Tons, w/ Bucket Genset, 20 KW Submersible Pump, 75mm dia., 2.5 hp Compactor, Vibratory, Steel Drum, 10 mt., 130 hp Concrete Vibrator, 50mm dia., Gas Driven ITEM NO. DESCRIPTION % Wt QUANTITY UNIT UNIT COST TOTAL COST PART B OTHER GENERAL REQUIREMENTS B.4 (8) Permanent Monument and Markers 1 ea. B.5 Project Billboard / Signboard 2 ea. B.7 Ocupational Safety and Health Program 1 L.S B.8 Traffic Management 1 L.S B.9 Mobilization / Demobilization 1 L.S B.17 Temporary Diversion of Waterway 1 L.S TOTAL OF PART B I ACCESS ROAD PART C EARTHWORK 100 Clearing and Grubbing 0.05 ha. 103 Structure Excavation, Common Soil 99.00 cu.m 104 Embankment From Roadway Excavation 531.00 cu.m. 105 Subgrade Preparation 210.00 sq.m. PART D AGGREGATE SUBBASE COURSE 200 Aggregate Subbase Course, 0.15m. Thk. 86.00 cu.m. PART E SURFACE COURSE 311(1) PCCP, 0.2m. Thk., 3000psi, w/Admixture (Fiber and Plastesizer) 14 days 210.00 sq.m. PART G DRAINAGE AND SLOPE PROTECTION 507 Rubble Masonry w/100mm PVC Pipe Weepholse and Gravel Filler 450.00 cu.m PART H MISCELLANEOUS STRUCTURES 613 (1)a Preformed Construction Expansion Filler 1.60 sq.m. 613 (1)b Concrete Joint Sealant (Hot Poured Elastic) for Control Joints 11.00 kg. TOTAL OF ACCESS ROAD II BRIDGE Part F BRIDGE STRUCTURE 103 Bridge Excavation 594.00 cu.m. 401 Concrete Railing and Post, 3000 psi, 21 days 80.00 lm. 404 (a) Reinforcing Steel, Grade 40 818.00 kg. 404 (b) Reinforcing Steel and Anchor, Grade 60 161.515 kg. 405(1) Structural Concrete Class C, 4000 psi, 21 days (w/ Fiber and Plastisizer), including formworks and falseworks (slab, girder and capping) 144.00 cu.m 405 (2) Structural Concrete Class C, 3000 psi, 21 days (w/ Fiber and Plastisizer), including formworks and falseworks (substructures) 533.00 cu.m 405 (3) Structural Concrete Class C (Reinforced), 3000 psi, 21 days (w/ Fiber and Plastisizer), including formworks and rebars, for approach slab 9.00 cu.m. 405 (4) Structural Concrete (Underwater), 2400 psi 257.00 cu.m. 412 Elastomeric Bearing Pad, 300x250x50mm 12.00 pc. SP1 75mm dia. I.D. x 500mm Galvanized Steel Pipe Sleeve w/ 28mm dia. X 900 Galvanized Dowel Bar 24.00 pc. Part G DRAINAGE AND SLOPE PROTECTION 34 Rubble Masonry 580.00 cu.m 517 Drain Pipe, Galvanized, 1500mm dia. X 500mm 20.00 pc. PART H MISCELLANEOUS STRUCTURES 601 Sidewalk, 0.26m. Thk 84.00 sq.m. 613 (1)a Preformed Construction Expansion Filler 4.00 sq.m. 613 (1)b Concrete Joint Sealant (Hot Poured Elastic) for Control Joints 10.00 kg. TOTAL OF BRIDGE TOTAL ESTIMATED SUBPROJECT COST
Pre-Bid Conference o February 15, 2021 at 3:00PM Submission & Opening of Bids o March 1, 2021 at 3:00PM Cost of Bid Docs - P25,000.00
Year 1- P19,414,710.52 Year 2 - 15,884,763.16 Total ABC - 35,299,473.68 |
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Line Items |
1 | Construction of Quipot RCBG Bridge | RCBG Bridge Brgy. Quipot, Janiuay, Iloilo | 1 | Lot | 35,299,473.68 |
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Pre-bid Conference |
15/02/2021 |
3:00:00 PM |
DENR, PENRO, iLOILO Old Rotary Park, Brgy. Concepcion, Iloilo City |
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Remarks |
Correction for the clerical error of Title from RCBG to RCDG (Reinforced Concrete Deck Girder)
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Created by |
EVELYN COLUMBRES MALIGAD |
Date Created |
05/02/2021 |
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