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Bid Notice Abstract
Invitation to Bid (ITB)
Reference Number 7388134
Procuring Entity DEPARTMENT OF ENVIRONMENT AND NATURAL RES. - PENRO, ILOILO
Title Early Procurement Activity for the Construction of Masaroy Access Road of DENR, PENRO, Iloilo
Area of Delivery Iloilo

Solicitation Number: 2020-53
Trade Agreement: Implementing Rules and Regulations
Procurement Mode: National Competitive Bidding
Classification: Civil Works
Category: Construction Management Services
Approved Budget for the Contract: PHP 19,533,251.59 
Delivery Period: 210 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 Closed
Associated Components 5
Bid Supplements 3
Document Request List 12
Date Published 27/12/2020
Last Updated / Time 08/01/2021 10:38 AM
Closing Date / Time 18/01/2021 13:30 PM

Description
 
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 Masaroy Access Road
Category
Sub-Project Number
Physical Test 1.501 km
Brgy./Mun./Province Jalaur Subwatershed, Municipality of Calinog, Iloilo, Region 6
Total Estimated Subproject Cost (PHP) 19,533,251.59
Project Description: Implementation Mode by contract
"Concreting of Brgy. Masaroy Access Road with a total length of 1.501 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 two (2) lines of cross drainage.The cross drainage is provided with structure to avoid clogging.The maximum slope of the access road is 18%. 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 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 1.06 ha.
102 (2)a Roadway Excavation (Surplus Common), including Disposal 7,226 cu.m.
102 (3)a Roadway Excavation (Surplus Soft Rock) 723 cu.m.
103 (1)a Structure Excavation,common soil 238 cu.m.
103 (6) Pipe Culvert and Drainage Excavation 22 cu.m.
104 (1)b Embankment from Roadway Excavation 947 cu.m.
105 (2) Subgrade Preparation (Existing Pavement) 4,632 sq.m.

TOTAL OF PART C

PART D SUBBASE AND BASE COURSE
200 Aggregate Subbase Course, 0.15 m. thk. 695 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 4,632 sq.m.

TOTAL OF PART E

Part G DRAINAGE AND SLOPE PROTECTION
404 Reinforcing Steel, Grade 40 572 kg.
405 (1)a Structural Concrete, 3000 psi, 21 days, including Formworks 118 cu.m.
500 (1)c Pipe Culvert,910 mm dia.,including Sand Bedding and collar 10 lm.
503 (a) Cross-Drainage Steel Grating W/ Frame,650mm x 3000mm 1 set
507 (1) Rubble Masonry w/ 4" dia. PVC weepholes (staggered),w/ filter gravel and sand 9 cu.m.
510 (1) Bed Course Granular Material (Gravel Bedding) 1 cu.m.
515 (3) Structural Backfill (Common Soil) 21 cu.m.

TOTAL OF PART G

Part H MISCELLANEOUS STRUCTURES
613(1)a Preformed Construction Expansion For Expansion Joint 16 sq.m
613(1)b Concrete Joint Sealant (Hot Poured Elastic) for Control Joints 282 kg.

TOTAL OF PART H

TOTAL ESTIMATED SUBPROJECT COST

Pre-Bid Conference - January 6, 2021 at 1:30PM
Submission and Opening of Bids - January 19, 2021 at 1:30PM
Cost of Bid Docs - - -P20,000.00

Pre-bid Conference
Date Time Venue
06/01/2021 1:30:00 PM DENR, PENRO, loilo
Old Rotary Park, Brgy. Concepcion, Iloilo City

Created by EVELYN COLUMBRES MALIGAD
Date Created 26/12/2020
   

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