RFP_No._SOL_294-17-000002_Amendment_No._3_Annex_1_Part_B.pdf

Implemented by AECOM

USAID/ West Bank & Gaza Architecture and Engineering Services

YATTA DISTRIBUTION NETWORK

REHABILITATION AND EXTENSION

PROJECT

BUILDING FOUNDATIONS IDIQ

18 January 2017

Pre Bid Meeting 9:30 – 10:15

• Procedures

• RFTOP Example Items

• Environmental and Technical Overview

Site Visit 12:30 – 14:30

AGENDA

• Nothing said or presented during the Pre-Bid Meeting or site visit shall be construed as a change to the RFP

• All questions shall be made in writing

– See RFP Section L5

PROCEDURES

Section Item

B.2 Contract Type B.3 Budget

Firm Fixed Unit Price Day works—$850,000

C.4 Requirements of Note Permits, CMC Field Offices Testing Labs, Safety Plan Traffic Control, other

D.2 Branding Strategy BIP Required Temporary & Permanent Project Signs (8 ea.)

F.2 Period of Performance 480 Calendar days from NTP

F.6 Liquidated Damages Daily Rate - $4,574

H.2 Key Personnel Task Order Manager Quality Control Manager Safety & Environmental Compliance Officer

RFTOP EXAMPLE ITEMS

REQUIREMENTS

• USAID Environmental Compliance Procedures

(22CFR216)

• Palestinian applicable laws

• Approved Environmental Review report

• Contractor’s MMP

OVERVIEW OF RESPONSIBILITIES

• Contractor: Implement, Mitigate and Monitor during all construction related activities

• CMC: Oversight

ENVIRONMENTAL COMPLIANCE (1)

CONTRACTOR REQUIREMENTS

Coordination with local authorities where required, including issues related to:

• Rights-of-way

Work located within narrow roads in villages through residential and school areas:

• Inform the public in advance about construction activities

• Implement dust and noise control practices

• Implement approved safety and traffic plans

ENVIRONMENTAL COMPLIANCE (2)

CONTRACTOR REQUIREMENTS (continued)

Private agricultural lands and open areas:

• Prohibit unapproved disposal or storage of construction materials and waste

• Protect existing vegetation and trees, and potentially present wild life in open areas

Utilities (above and underground):

• Identify and coordinate with appropriate authorities/owners

• Avoid any damage to existing utilities, including cesspits

ENVIRONMENTAL COMPLIANCE (3)

• Provide reliable, safe and affordable water supply and storage system for Yatta City and the nearby Beit Emra village

• Replace existing deteriorated distribution pipeline

• Provide water supply for unserved Areas (20,000 inhabitants) in Yatta City

OBJECTIVES OF PROJECT

WATER SUPPLY SOURCES

• PWA: Al-Reehya Well, Bani Naim Wells, Abu Al-Ashoush

Reservoir

• Mekorot pipeline

YATTA OVERVIEW MAP

SCHEMATIC FLOW DIAGRAM

PIPELINE ROUTES

• Work in commercial and residential areas

• Traffic and pedestrian movement

• Above ground and underground utilities

• Nearby agricultural lands and greenhouses

• Old stone walls (non-archaeological)

• Beit Emra—pipeline passes cliff cuts and near stone quarries

• Cesspits may exist within rights of way

SITE SPECIFIC CONCERNS

TRANSMISSION PIPELINE ROUTE

• At Grade

– 25.25 m inner diameter

– 10 m water height

• About 5 meter of soil will be replaced under the reservoir due to cavity in the ground

• Designated Site areas will be paved

• Inlet pipe 250 mm

• Outlet pipe 300 mm

KHALLET SALEEM RESERVOIR (5000 CM)

KHALLET SALEEM RESERVOIR (SITE PLAN)

KHALLET SALEEM RESERVOIR (SECTION)

• Residences in the vicinity

• Telecommunications towers

• Caves surrounding the proposed sites (not archeological)

• Open agricultural land (olive and almond)

SITE SPECIFIC CONCERNS—

KHALLET SALEEM RESERVOIR SITE

• At Grade

– 16.3 m inner diameter

– 5 m water height

• A small structure will be demolished by municipality

• Designated site areas will be paved

• Inlet pipe 300 mm

• Outlet pipe 300 mm

SCHOOLS RESERVOIR (1000 CM)

SCHOOLS RESERVOIR (SITE PLAN)

SCHOOLS RESERVOIR (SECTION)

• Construction activities located within school compound can not be conducted during school hours

• Mature Cypress and evergreen trees—to be relocated

• Nearby sanitation unit to be demolished by the municipality

• Nearby rainwater harvesting cistern

SCHOOLS RESERVOIR SITE

• Elevated

– 11.5 m x 11.5 m square

– 4.3 m water height

• Designated site areas and 125 m access road will be paved

• Inlet pipe 150 mm

• Outlet pipe 150 mm

BEIT EMRA RESERVOIR (500 CM)

BEIT EMRA RESERVOIR (SITE PLAN)

BEIT EMRA RESERVOIR (SECTION)

• Residences adjacent to the reservoir location

• Nearby olive tree orchards

• Unpaved access road with existing stone walls

• Electrical utilities within access road

BEIT EMRA RESERVOIR SITE

• Working Area: All components are located in Areas A and B

• ICA: NOL received from COGAT in the absence of JWC

• PWA Construction Permit: Obtained

PERMITS

SITE VISIT @ 12:30 IN THE MEETING POINT

Arrival Departure

Stop #1: Meeting Point (Start of project) 12:30 12:45

Stop #2: Schools Reservoir 13:00 13:15

Stop #3: Reehya Junction 13:25 13:35

Stop #4: Khallet Saleem Reservoir 13:45 14:00

Stop #5: Reehya Reservoir 14:20 14:30

SITE VISIT SCHEDULE