Solicitation Number: 2020-26 Trade Agreement: Implementing Rules and Regulations Procurement Mode: Public Bidding Classification: Civil Works Category: Construction Management Services Approved Budget for the Contract: PHP 46,476,488.22  Delivery Period: 270 Day/s Client Agency: 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	Status	Awarded
	Associated Components	5
	Bid Supplements	2
	Document Request List	19
	Date Published	20/06/2020
	Last Updated / Time	10/12/2020 17:31 PM
	Closing Date / Time	13/07/2020 13:00 PM
Description   Republic of the PhilippinesA1:R44C16A1:R31A1:R64A1:R75C16A1:R31A1:R76A1:R74A1:R75A1:R76A1:R75A1:R76 Department of Environment and Natural Resources FORESTLAND MANAGEMENT PROJECT Province of Iloilo, Region VI BILL OF QUANTITIES Subproject Title/Name Concreting of Brgy. Proper Panuran To Sitio Agilan and Sitio Tabulwang Access Road Category Sub-Project Number Physical Test 3.52 km. Brgy./Mun./Province Ulian Subwatershed, Municipality of Lambunao, Iloilo, Region 6 Total Estimated Subproject Cost (PHP) 46,476,488.22 Project Description: Implementation Mode by contract Concreting of Brgy. Proper Panuran To Sitio Agilan and Sitio Tabulwang Access Road has a total length of 3.52km. It is provided with 4 meter width of Portland Cement Concrete Pavement (PCCP) whose thickness of 0.20 meters over a 0.15 meter thick of subbase course materials. It is provided with four (4) lines of cross drainage and one (1) overflow bridge 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 35% in the start to about 300 meters. The sub-project is located in Ulian Subwatershed, Municipality of Lambunao, Iloilo,Region 6. Project Duration 270 Calendar Days (w/ 30 unworkable days) Equipment Needed Dozer (D6) 175 hp, w/Ripper; Dozer (D6) 175 hp; Batching Plant; Backhoe 0.98 cu.m, 138 hp, w/ attachment; Backhoe, 0.98 cu.m, 138 hp; loader, 1 cu.m, 77.78 hp; Road Truck, 9 cu.m, 275 hp; Transit Mixer 3.5 cu.m. 160 hp; Grader, 125hp; Concrete Screeder; Cargo Truck, 6 tons, 195 hp; Plate Compactor Vibratory 5hp; Compactor, Vibratory, Steel Drum 10 mt, 130 hp; One bagger Mixer; Water Truck/Pump, 16000 lit; Concrete Vibrator 50mm dia gas driven; Portable Asphalt Kettle; Bar Cutter 20mm dia; Concrete Saw, 12", 5 lpm, Gas; 4 Wheel Drive Vehicle 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. B.17 Temporary Diversion of Waterway 1 L.S. TOTAL OF PART B PART C EARTHWORK 100 (1) Clearing and Grubbing w/ Stripping 3.00 ha. 102 (2)a Roadway Excavation (Surplus Common), including Disposal 18,760 cu.m. 102 (3)a Roadway Excavation (Surplus Soft Rock) 500 cu.m. 103 (1)a Structure Excavation, Common Soil 189 cu.m. 103 (1)b Structure Excavation, Common Soil, (Manual) 566 cu.m. 103 (6) Pipe Culvert and Drainage Excavation 68 cu.m. 104 (1)b Embankment from Roadway Excavation 3,977 cu.m. 105 (2) Subgrade Preparation (Existing Pavement) 11,055 sq.m. TOTAL OF PART C PART D SUBBASE AND BASE COURSE 200 Aggregate Subbase Course, 0.10 m. thk. 1,658 cu.m. TOTAL OF PART D PART E SURFACE COURSES 311 (1)a.1.1 PCC Pavement, 0.15m. thk. 11,055 sq.m. TOTAL OF PART E Part F DRAINAGE AND SLOPE PROTECTION 404 Reinforcing Steel, Grade 40 10,524 kg. 405 (1)a Structural Concrete, 3000 psi,21 days, inc Formworks 316 cu.m. 500 (1)e Pipe Culvert, 910mm dia, including Sand Bedding 28 lm. 500 (1)e.1 Pipe Culvert, 910mm dia 30 lm. 503(b) Cross Drainage Steel Grating w/ Frame, 65mm x 1000mm 8 pc 507 (1) Rubble Masonry 431 cu.m. 510 (1) Bed Course Granular Material (Gravel Bedding) 14 cu.m. 515 (3) Structural Backfill (Common Soil) 62 cu.m. TOTAL OF PART F Part G MISCELLANEOUS STRUCTURES 613(1)a Preformed Construction Expansion Filler For Expansion Joint 34 sq.m 613(1)b Concrete Joint Sealant (Hot Poured Elastic) for Control Joints 620 kg. TOTAL OF PART G TOTAL ESTIMATED SUBPROJECT COST Pre-Bid Conference - July 1, 2020 at 9:30AM Submission and Opening of Bids - July 13, 2020 at 9:30AM Line Items Item No. Product/Service Name Description Quantity UOM Budget (PHP) 1 Construction of Panuran Sitio Agilan Tabulwang Acc Brgy. Panuran So. Agilan Tabulwang, Lambunao, Iloilo 1 Lot 46,476,488.22 Pre-bid Conference Date Time Venue 01/07/2020 9:30:00 AM DENR, PENRO, ILOILO Old Rotary Park, Brgy. Concepcion, Iloilo City