Reference Number |
7392505 |
Procuring Entity |
DEPARTMENT OF ENVIRONMENT AND NATURAL RES. - PENRO, ILOILO |
Title |
Early Procurement Activity for Cy 2021 for the Concreting of Brgy. Garangan Access Road of PENRO, Iloilo |
Area of Delivery |
Iloilo |
Solicitation Number: |
2020-59 |
Trade Agreement: |
Implementing Rules and Regulations |
Procurement Mode: |
National Competitive Bidding |
Classification: |
Civil Works |
Category: |
Construction Management Services |
Approved Budget for the Contract: |
PHP 24,548,676.80
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Delivery Period: |
240 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 |
Closed |
Associated Components |
5 |
Bid Supplements |
1 |
Document Request List |
10 |
Date Published |
31/12/2020 |
Last Updated / Time |
06/01/2021 15:12 PM |
Closing Date / Time |
20/01/2021 10:00 AM |
Description |
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Republic of the Philippines Department of Environment and Natural Resources FORESTLAND MANAGEMENT PROJECT Province of Iloilo, Region VI BILL OF QUANTITIES Subproject Title/Name Concreting of Brgy. Garangan Access Road Category Sub-Project Number Physical Test 1.620 km Brgy./Mun./Province Jalaur Subwatershed, Municipality of Calinog, Iloilo, Region 6 Total Estimated Subproject Cost (PHP) 24,548,676.80 Project Description: Implementation Mode by contract "Concreting of Brgy. Garangan Access Road with a total length of 1.62 Km.It is provided with 3 meter width of Portland Cement Concrete Pavement (PCCP) whose thickness is 0.20 meter over a 0.15 meter thick of subbase course materials.It is provided with Nine (9) lines of cross drainage whose size is o.91 meter diameter Reinforced Concrete Pipe Culvert (RCPC).The cross drainage is provided with structure to avoid clogging.The maximum slope of the access road is 29.47%. The subproject is located in the Jalaur Subwatershed, Municipality of Calinog, Iloilo,Region 6 " Project Duration 240 Calendar Days (w/ 30 unworkable days) Equipment Needed Dozer (D6),175 hp Batching plant Backhoe,0.98 cu.m.,138 hp, w/ attachment Loader,1 cu.m.,77.78 hp Road truck,9 cu.m.yd.,275 hp Portable Asphalt kettle Transit Mixer 3.5 cu.m.160 hp Bar Cutter 20mm dia. Grader,125 hp Concrete Saw 12" 5lpm gas Concrete Screeder 4 Wheel drive vehicle Cargo Truck,6 Tons,195 hp Plate compactor Vibratory 5hp Compactor,Vibratory,Steel Drum, 10mt,130 hp One Bagger Mixer Water Truck/Pump,16000 lit. Concrete Vibrator 50mm dia. Gas driven ITEM NO. DESCRIPTION WT. % QUANTITY UNIT UNIT COST TOTAL COST PART A FACILITIES FOR THE ENGINEER A.1.1 (1) Construction of Combined Field Office,Laboratory and Living Quarters Building for the Engineer,40 sq.m.including furniture,chairs and building maintenance 40 sq.m TOTAL OF PART A PART B OTHER GENERAL REQUIREMENTS B.4 (8) Permanent Monuments and Markers 1 ea. B.5 Project Billboard / Signboard 2 ea. B.7 Ocupational Safety and Health Program 1 L.S. B.9 Mobilization / Demobilization 1 L.S. TOTAL OF PART B PART C EARTHWORK 100 (1) Clearing and Grubbing w/ Stripping 1.04 ha. 102 (2)a Roadway Excavation (Surplus Common), including Disposal 2,610 cu.m. 102 (3)a Roadway Excavation (Surplus Soft Rock) 522 cu.m. 103 (1)a Structure Excavation (Manual) 294 cu.m. 103 (6) Pipe Culvert and Drainage Excavation 55 cu.m. 104 (1)b Embankment from Roadway Excavation 1,575 cu.m. 105 (2) Subgrade Preparation (Existing Pavement) 5,056 sq.m. TOTAL OF PART C PART D SUBBASE AND BASE COURSE 200 Aggregate Subbase Course, 0.15 m. thk. 758 cu.m. TOTAL OF PART D PART E SURFACE COURSES 311 (1)a.1.1 PCCP , 0.20m. thk.,3000 psi, w/ (Fiber and Plastesizer),14 days 5,056 sq.m. TOTAL OF PART E Part G DRAINAGE AND SLOPE PROTECTION 404 Reinforcing Steel, Grade 40 1,529 kg. 405 (1)a Structural Concrete, 3000 psi, 21 days, including Formworks 134 cu.m. 500 (1)c Pipe Culvert,910 mm dia.,including Sand Bedding 25 lm. 503 (a) Cross-Drainage Steel Grating W/ Frame,650mm x 3000mm 4 set 507 (1) Rubble Masonry w/ 4" dia. PVC weepholes (staggered) 496 cu.m. 510 (1) Bed Course Granular Material (Gravel Bedding) 4 cu.m. 515 (3) Structural Backfill (Common Soil) 53 cu.m. TOTAL OF PART G Part H MISCELLANEOUS STRUCTURES 613(1)a Preformed Construction Expansion For Expansion Joint 17 sq.m 613(1)b Concrete Joint Sealant (Hot Poured Elastic) for Control Joints 305 kg. TOTAL OF PART H TOTAL ESTIMATED SUBPROJECT COST Pre-Bid Conference - January 8, 2021 at 10:00AM Submission and Opening of Bids - January 20, 2021 at 10:00AM Cost of Bid docs- P25,000.00 |
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Pre-bid Conference |
08/01/2021 |
10:00:00 AM |
DENR, PENRO, ILOILO Old Rotary Park, Brgy. Concepcion, Iloilo City |
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Other Information |
Funding Source - Fund 102 - For Year 1 CY 2021 amounting to P13,501,772.24 For Year 2 CY 2022 amounting to P11,046,904.56 Total amount of ABC P24,548,676.80 |
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Created by |
EVELYN COLUMBRES MALIGAD |
Date Created |
30/12/2020 |
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