GENERAL REQUIREMENT

International Law Enforcement Academy Bangkok (ILEA) would like to repave asphaltic surface in front of the ILEA facility, fixing floor cracks, rebuild and fix concrete pavement and a wheelchair ramp on each entrance. Details of all required work are provided in B. Scope of Work.

Work is to be performed at no. 88/8 Moo 3 Vibhavadi Rangsit Rd., Bangkaen, Laksi, Bangkok, Thailand. The contract type shall be firm-fixed price.

Contractors who are going to bid must visit ILEA for an inspection.

SCOPE OF WORK

The Contractor shall perform the work per details specified herein. Required work in detail is in the below referenced drawings. The below list of technical requirements is to be completed but should not be used as a substitute to the drawings.

Site Preparation / Demolition Work

The contractor shall wall of the renovation area to protect dust and debris during the whole

renovation period.

The contractor is responsible for trash disposal following Thai laws.

Site Layout Plan

Asphaltic pavement

Remove/demolish the existing damaged asphaltic pavement (approximately 50 m²).

Remove existing crushed rock if found that the existing subbase layer is not in goodcondition to compact. Compact the new crushed rock material with vibrated-rollercompactor machine.

Spray prime coat. The existing cleaned surface must be applied prime coat complied withthe DH-S-403/2531.

Pave the asphaltic concrete. The thickness of new asphaltic concrete (wearing course) is40 mm, and the sieve analysis for the material should comply with the material property intable 1.

Asphalt cement specification shall be grade AC 60-70 as indicated in DH-S-401/2531.

The contractor has a role to survey the existing pavement level resurfaced so that they cansuitably design the new surface level for effective drainage. Also the finished level shall beadequately measured for the owner’s record.

The asphaltic concrete mixed design shall be complied with the Thai Department ofHighways standard (no. DH-S-408/2532).

All machines and equipment to be used in this project must be good conditions andappropriate for working.

The performance warranty period is 1 calendar year after project handover date. Duringthe warranty period, if there is any defect, the contractor has an unavoidable obligation tofix the problem occurred ASAP.

Table 1. Sieve analysis for Wearing course layer.

For asphalt thickness (mm) 25-35 40-70

Sieve size Sieve passing %

3/4 - 100

1/2 100 80-100

3/8 90-100 -

#4 55-85 44-74

#8 32-67 28-58

#16 - -

#30 - -

#50 7-23 5-21

#100 - -

#200 2-10 2-10

% Asphalt 4-8 3-7

Concrete pavement

Remove/demolish the damaged concrete slab and concrete curb.

Construct new reinforced concrete (RC) slab with the thickness of 15 cm (with 1-layer of rebarDB12 @150#) on precast concrete piles dia.150mm x 3000mm (depth). Spacing from pile to pileshall not be larger than 2.50 m (all directions). The concrete slab shall be poured with RC curb.

Wire mesh is required to repair all settlements.

Construct new finishing floor. New floor finishing material must be matched with the existingfloor and prefer stamp concrete (photo attached—color and design will be decided later).Approximately stamp concrete 290-350 m².

Concrete stamp must be coated by a high-quality product.

New concrete pavement shall be provided with construction joints (approx. every 15 sq.m.)and expansion joint (approx. every 75 sq.m.) to prevent the cracks which will be occurred inthe future.

Contractor must repair asphaltic pavement along this new concrete slab/curb.

Contractor shall remain the TOT manhole in same location but construct the new concretepavement to match with top of the manhole level prior to new floor finishing installed. Theedge of manhole must be prepared the expansion joint to separate the manhole structure fromslab pavement.

Fixing a current ramp where the bus park behind the admin building (approximately size:0.50x0.20x16 m. – reinforced concrete and marble render is required to match the existingmaterial.)

Replace concrete slap along the pathway (approximately size: 0.20x100 m).

Restore the construction area, and also adjacent area.

Pillar Installing

At least 36 2-meter hexagon pillars for fixing settlements around admin building and where abus parks.

Cracks

Fixing all floor cracks – at least 10 cracks

Wheelchair Ramp

Building 2 wheelchair ramp at each entrance.

Specification and slop must abide by Thai Regulation.

DBA Insurance The Offeror shall include Defense Base Act (DBA) insurance premium costs covering employees in separate line item of the proposal. The offeror may obtain DBA insurance directly from any Department of Labor approved providers at the DOL website at http://www.dol.gov/owcp/dlhwc/lscarrier.htm

Delivery Date

• March 20, 2019 (if there is any change, ILEA will inform/negotiate with a contractor.)

POC (on-site)

Nittha Durongkasenee (ILEA-Procurement Agent)

Tel: (66)2973-2220

Stamp Concrete

Photos of Pavement that Need to be Repairs