Reference Number |
7391425 |
Procuring Entity |
DEPARTMENT OF ENVIRONMENT AND NATURAL RES. - PENRO, ILOILO |
Title |
Early Procurement Activity Cy 2021 for Concreting of Binulosan Pequeno to Guinbunyugan Access Road of PENRO, Iloilo |
Area of Delivery |
Iloilo |
Solicitation Number: |
2020-56 |
Trade Agreement: |
Implementing Rules and Regulations |
Procurement Mode: |
National Competitive Bidding |
Classification: |
Civil Works |
Category: |
Construction Management Services |
Approved Budget for the Contract: |
PHP 18,034,486.45
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Delivery Period: |
210 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 |
2 |
Document Request List |
13 |
Date Published |
30/12/2020 |
Last Updated / Time |
06/01/2021 15:25 PM |
Closing Date / Time |
19/01/2021 11:00 AM |
Description |
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FORESTLAND MANAGEMENT PROJECT Province of Iloilo, Region VI BILL OF QUANTITIES Subproject Title/Name Concreting of Binolosan Pequeno-Guinbonyugan Access road Category Sub-Project Number Physical Test 1.361 km Brgy./Mun./Province Jalaur Subwatershed, Municipality of Calinog, Iloilo, Region 6 Total Estimated Subproject Cost (PHP) 18,034,486.45 Project Description: Implementation Mode by contract "Concreting of Binolosan Pequeno-Guinbonyugan Access road with a total length of 1.361 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 Seven (7) lines of cross drainage whose size is 0.91 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 24.98%. The subproject is located in the Jalaur Subwatershed, Municipality of Calinog, Iloilo.Region 6. " Project Duration 210 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 5 hp Compactor,Vibratory,Steel Drum,10 mt.,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 OTHER GENERAL REQUIREMENTS 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 0.89 ha. 102 (2)a Roadway Excavation (Surplus Common), including Disposal 2,001 cu.m. 102 (3)a Roadway Excavation (Surplus Soft Rock) 600 cu.m. 103 (1)a Structure Excavation,common soil 286 cu.m. 103 (6) Pipe Culvert and Drainage Excavation 44 cu.m. 104 (1)b Embankment from Roadway Excavation 1,073 cu.m. 105 (2) Subgrade Preparation (Existing Pavement) 4,135 sq.m. TOTAL OF PART C PART D SUBBASE AND BASE COURSE 200 Aggregate Subbase Course, 0.15 m. thk. 620 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 4,135 sq.m. TOTAL OF PART E Part G DRAINAGE AND SLOPE PROTECTION 404 Reinforcing Steel, Grade 40 1,210 kg. 405 (1)a Structural Concrete, 3000 psi,21 days, including Formworks 129 cu.m. 500 (1)c Pipe Culvert,910 mm dia.,including Sand Bedding and concrete collar 20 lm. 503 (a) Cross-Drainage Steel Grating w/ frame,650mm x 3000mm 3 set 507 (1) Rubble Masonry w/ 4" dia. PVC weepholes (staggered) including filters 19 cu.m. 510 (1) Bed Course Granular Material (Gravel Bedding) 3 cu.m. 515 (3) Structural Backfill (Common Soil) 43 cu.m. TOTAL OF PART G Part H MISCELLANEOUS STRUCTURES 613(1)a Preformed Construction Expansion For Expansion Joint 14 sq.m 613(1)b Concrete Joint Sealant (Hot Poured Elastic) for Control Joints 256 kg. TOTAL OF PART H TOTAL ESTIMATED SUBPROJECT COST
Pre-Bid Conference - January 7, 2021 at 11:00AM Submission and Opening of Bids - January 11, 2021 at 11:00AM Cost of Bid docs- P20,000.00 |
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Pre-bid Conference |
07/01/2021 |
11:00:00 AM |
DENR, PENRO, ILOILO old Rotary Park, Brgy. Concepcion, Iloilo City |
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Created by |
EVELYN COLUMBRES MALIGAD |
Date Created |
29/12/2020 |
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