Solicitation_W912WJ-16-Q-0138.pdf

CAPE COD CANAL

JOHN MACPHERSON

PO BOX 1555 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

TEL: 978-318-8176 FAX: 508-759-8923

W13G86609024320001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ-16-Q-0138 26-Apr-2016 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

06-May-2016(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

978-318-8324JENNIFER M SAMELA

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W912WJ-16-Q-0138

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Sandwich Marina Conduit Replacement

FFP

Contractor shall furnish all materials, equipment, and labor to install new subsurface utility conduits near the Sandwich Marina, Sandwich, MA, in accordance with the attached Scope of Work.

FOB: Destination

MILSTRIP: W13G8660902432

PURCHASE REQUEST NUMBER: W13G86609024320001

NET AMT

ADDITIONAL INFORMATION

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236‐27 FOR

ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO JENNIFER M. SAMELA AT (978) 318‐8324 or jennifer.m.samela@usace.army.mil. ANY INFORMATION RECEIVED AT THE SITE VISIT WHICH CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE ATTENTION OF Ms. Samela. THE SOLICITATION

AND RESULTING CONTRACT SHALL BE THE GOVERNING DOCUMENT IN ALL CASES.

** QUOTES CAN BE FAXED OR E‐MAILED TO JENNIFER M. SAMELA AT (603) 746‐2593 or jennifer.m.samela@usace.army.mil. E‐mail is the preferred method.

NOTE 1: In accordance with FAR Part 28.102‐1(b)(1), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond

(ii) Irrevocable letter of credit

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 2:

QUOTATION INSTRUCTIONS:

1. If subcontractor will be used for this work, please provide company name and credentials/qualifications: ____________________________________________________________

2. Contractors must be registered in the System for Awards Management (SAM) database (www.SAM.gov) to receive an award. (Formerly the Central Contractor Registration (CCR) database and the On‐Line Representations and Certifications (ORCA).) Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website. Please note that Google and Google Chrome are not supported browsers for SAM registration. Mozilla FireFox, Safari, and Internet Explorer are supported browsers.

3. Provide business DUNS number: _______________________________ (phone 800‐333‐0505 for

DUNS).

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

6. Contractors shall provide completed FAR clause 52.204‐8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote, if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above)

7. Contractors are not required to submit an Accident Prevention Plan (APP) with their quote. The successful offeror will be required to submit this document upon award. The APP must be accepted by the Government Designated Authority prior to the preconstruction conference.

POTENTIAL QUOTERS ARE NOTIFIED THAT THE BASIS ON WHICH AWARD WILL BE MADE IS

PRICE ALONE.

ALL RESPONSIBLE SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, MUST

BE CONSIDERED BY THE AGENCY.

INVOICES SHALL BE SENT TO TECHNICAL POINT OF CONTACT.

Section C - Descriptions and Specifications

SCOPE OF WORK

REPLACE SUBSURFACE UTILITY CONDUITS

U.S. ARMY CORPS OF ENGINEERS

CAPE COD CANAL PROJECT

SANDWICH, MA

Scope of Work I. General

1. Scope of work

Furnish all labor, equipment and materials to install new subsurface utility conduits near Sandwich Marina. Work includes excavation, trenching, installation of utility conduits, manhole structures, pull-boxes, backfill and asphalt patching. Includes four new manhole structures, eleven new pull boxes and installation of schedule 80 PVC conduits.

2. Location The fieldwork area is on federal property along Freezer Road and Ed Moffit Drive in Sandwich, Ma 02563.

3. Site Visit

The site is open to the public and contractors can inspect the existing conditions at any time.

Contact the Technical Point of Contact if there are questions. The Technical Point of Contact for the project is John MacPherson (978-318-8176 or John.C.MacPherson@usace.army.mil).

4. Schedule The work will be completed within 70 days of contract award. The work area will be open to the contractor Monday through Friday, 7:00 AM to 7:00 PM. All work must be done during these hours unless additional hours are approved by the Technical Point of Contact.

5. Safety

Work shall be performed in a safe manner that protects both workers and the general public from hazards. The contractor will comply with all pertinent provisions of the latest edition of the U.S. Army Corps of Engineers Safety and Health Requirements COE EM 385-1-1. A copy of COE EM 385-1-1 is available for reference at the project office or may be ordered from an online source. The contractor shall also comply with all OSHA work safety standards. The project staff can order the cessation of work at any time should the safety of employees or the public become jeopardized.

6. Preconstruction Conference Prior to the start of any work, the Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s Project Manager and Quality Control Personnel will attend this meeting. This conference will be held at the time and location agreeable to the government and Contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government’s administration and inspection of contract work, or to obtain other pertinent information that might be required. At the Preconstruction conference the Contractor shall provide to the name of the project superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this Preconstruction Conference:

i. Authority of the Technical Point of Contact and Quality Assurance Inspectors.

ii. Contractor’s Safety Program (including sub-contractors).

iii. Abbreviated Accident Prevention Plan (APP) and Activity Hazard

Analysis (AHA) (Submitted & accepted prior to start of work on site)

iv. Weekly Safety Meetings (Documented on NED Form 251)

v. Accident Reporting (ENG Form 3394)

vi. Safety Data Sheet (SDS) requirements

vii. Correspondence, Communication and Administrative Procedures.

viii. Invoice and payment.

7. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

8. Security

The contractor will comply with all established security policies at the Cape Cod Canal Project. Potential periods of heightened security may affect access to work areas. The Government reserves the right, at any time, to close any property and reschedule work. The Contractor shall be given at least 24 hour notice of any such closure.

9. Contractor Conduct

The work area is located on a road open to the general public adjacent to a busy marina and recreation areas. Contractor and employees must act in a professional manner at all times.

Alcohol and firearms are prohibited on project grounds.

10. Payment

Payment shall be made after final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact. The invoice shall include the name of contractor (as per SAM registration), invoice date, contract number, description of work completed, and total amount due. For jobs greater than 30 days the contractor may request progress payments.

Invoices may be mailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: John MacPherson

Or Emailed to John.C.MacPherson@usace.army.mil

II. Technical Requirements:

Part 1 General:

Summary:

The scope of this project includes all labor, equipment, services, and materials required to complete work. Four utility conduits that are 4” schedule 80 PVC pipes shall be installed from Pole #1 to Pole #12 as described herein. Work includes excavation, trenching, installation of utility conduits, backfill with “flowable fill”, manhole structures, pull-boxes, backfill and asphalt patching.

There are numerous existing utilities that may be encountered so hand work excavation will be necessary at intersections with existing utility cables, conduits, poles, enclosures and structures.

The new trench crosses paved roads, curbing and vegetated areas. All disturbed areas shall be restored to the minimum of pre-existing conditions.

The schedule of work shall be sequenced to minimize impacts to vehicular travel on Freezer Road and Ed Moffit Drive. The trenching and utility installation work that impacts the roads shall be completed within 10 days of the start of fieldwork. The contractor is responsible to coordinate and install all traffic control measures required for work, including road detours if necessary. At all times, the boat ramp at the Marina shall be accessible to the general public.

Contractor is responsible to provide bathroom facilities for workers at the work site.

Requests for Information:

Requests concerning the work of this project should be directed to the Technical Point of Contact at the Cape Cod Canal Office at 978-318-8176 or John.C.MacPherson@usace.army.mil.

Submittals:

Contractor shall provide submittals that show pertinent details of proposed materials that allows confirmation the materials are in accordance with requirements listed in the Materials section of this SOW. Although the Government technically reviews submittals, it is emphasized that the Contractor’s work must be prosecuted using proper internal controls and review procedures.

Contractor submittals must be reviewed and accepted by the government prior to the commencement of any field activities. Contractor shall provide required submittals to the Technical Point of Contact within 25 days of contract award.

Required submittals include:

1. Safety submittal that includes an Abbreviated Accident Prevention Plan and Activity Hazard

Analyses for all fieldwork.

2. PVC Conduits - Include name of manufacturer, schedule and size.

3. Flowable Fill (controlled density fill)- Include name of supplier and mixing plant.

4. Concrete Manholes - Include name of manufacturer, size, openings, frame and cover.

5. Pull-boxes - Include name of manufacturer, material, size and cover.

6. Hot Mix Asphalt for patching roads – Include name of supplier, location, and mixing plant.

Omissions:

This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

Quality Control and Quality Assurance:

The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test all items called for by the contract for Quality Assurance, to the extent practicable at all times and at all places during the term of the contract.

Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor, or by Government employees.

Receiving and Storing Materials:

The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the contractor and will not be responsible for damage to contractor equipment or material.

Environmental Protection:

The Contractor is responsible to prevent the release of any contamination and control of sediment during all fieldwork. Select and maintain temporary sediment controls such that water quality standards are not violated as a result of construction activities. Prevent sediment laden runoff from entering water bodies, drainage inlets, and environmentally sensitive areas.

Sediment controls may include, but are not limited to, entrenched staked straw bales, entrenched sediment (silt) fence, or compost filter socks. Remove all temporary sediment controls during final clean-up and prior to demobilization. The contractor shall immediately report any release of contaminants to the Technical Point of Contact.

Traffic Control:

The Contractor is responsible for all traffic control devices, signs, barriers and police details to safely control and protect traffic on affected roads during fieldwork. Proposed traffic control measures shall be coordinated with the Technical Point of Contact prior to fieldwork. A Sandwich Police detail is required for all fieldwork in the road. If needed, Ed Moffit Drive may be closed completely to vehicular traffic during trenching work not to exceed 10 days. The contractor is responsible to install and maintain all signage for detours. At all times, vehicular access to the boat ramp at the Marina shall be maintained. At all times, vehicular access along Freezer Road shall be maintained. Work in the vicinity of commercial fishing docks (near Manhole 4) shall be coordinated to minimize disruption to commercial fishing business.

Part 2 Materials:

Materials required will include, but are not limited to, the following:

1. Gravel base material: Soil or crushed rock material shall provide a well-draining and uniform sub-grade to support pavement patch on road areas. Gravel base shall be free of organic material, silt and clay. Sufficient quantity to provide a 6” base for all pavement patch areas.

2. PVC Conduits: Both 4-inch and 2-inch diameter conduits are required. Conduits shall be Schedule 80 and have glued joints. Large radius sweeps are required where conduits turn or change direction. Approximate total length of PVC conduit is 8,200 linear feet of 4-inch and 220 linear feet of 2-inch.

3. Flow-able Fill Backfill: Portland cement mixture with minimum 250 psi compressive strength. High slump mix to fill voids and encase conduits in bottom of trench. An acceptable flowable fill is:

Flowable Fill, Non excavatable, available at Falmouth Redimix.

http://www.falmouthreadymix.com

Sufficient quantity to backfill around conduits in trench under road areas.

4. Concrete Manholes with frame and cover: Total of 4 manholes are required. Concrete manholes shall be 4’ x 4’ x 4’ in size and made of 4,000 psi concrete. Manholes shall have an iron frame and cover with minimum opening dimension of 26”. Manholes and cover frame shall be as depicted on Figures 2 and 3 or approved equal.

5. Pull-boxes: Total of 10 pull-boxes are required. Pull-boxes shall be rectangular and rated for minimum design load of 15,000 lbs/ft. Material shall be high strength and resistant to moisture and decay. Top shall be secured with bolts. Size of pull boxes shall be 13”x 24” and 18” deep. An acceptable pull box is:

H-Series Unit manufactured by Old Castle Enclosure Solutions. Polymer concrete body and cover. Model 1324, 18” depth.

6. Hot Mix Asphalt to patch the trench area in road. Hot Mix Asphalt supplied from a local batch plant that regularly supplies mix for roadway paving projects.

Note: The listing of the specific manufacturer names and fixtures is to establish a standard of quality, size, material and features. The contractor can provide materials of a different manufacturer subject to the alternate materials being equal.

Part 3 Execution:

General:

Contractor shall provide submittals to the Technical Point of Contact within 25 days of contract award. Contractor shall start fieldwork within 50 days of contract award. Using Figures 1 and 2 as reference, the Contractor shall establish functional layout of the new subsurface conduits, manholes and pull boxes. The Contractor shall coordinate with Dig Safe, utility companies, Town of Sandwich and the Technical Point of Contact to mark out known utility locations.

Contractor is responsible to schedule and pay all costs required for traffic control for all fieldwork including detours if needed. The work area is located on a public road and police details will be required for road work. Contractor shall provide and maintain all necessary signs and safeguards required for public safety. Trenching work on Ed Moffit Drive and Freezer Road shall be completed expeditiously and impact the road for not longer than 10 days. Work shall not be started in the road unless all labor, equipment and materials are onsite to complete work.

Ed Moffit Drive can be closed completely too vehicular traffic each day when work is ongoing.

At least one lane shall be open for vehicular traffic each night after work hours. At all times, vehicular access for trucks and trailers to the marina’s boat ramp shall be maintained. At all times, vehicular access on Freezer Road shall be maintained. At all times, the sidewalk along Ed Moffit Drive shall remain open for pedestrians. Work in the vicinity of new manhole 4 shall be coordinated to minimize impacts to the adjacent commercial fishing dock.

Contractor shall dispose of all debris resulting from the construction work. Remove and haul away any surplus excavation, broken pavement, old conduits, etc. Contractor shall leave the entire site of the work in a neat and orderly condition. Space is available for a contractor provided dumpster to be located adjacent to the work area. Space is also available for storage of materials adjacent to work areas. The location of storage areas shall be coordinated with the Technical Point of Contact and marina Harbormaster.

For construction details reference standards listed in the 1988 Massachusetts Highway Department (MASSDOT) Standard Specifications for Highways and Bridges, the Supplemental Specifications, the 2014 Construction Standard Details, and the 2009 Manual on Uniform Traffic Control Devices, all as amended.

Conduits:

The contractor is responsible to provide complete and functional runs of conduits shown on Figure 1 and Figure 2. Approx 8,200 feet of 4-inch PVC conduit and 220 feet of 2-inch PVC conduit shall be installed.

New 4” and 2” PVC Schedule 80 conduits shall be installed at least 24” below finished grade.

Conduits shall be held by spacer brackets and covered with flowable fill concrete with minimum 3” of cover over the top of conduits. The 24” depth below ground for conduits shall be maintained where conduits are run to pull boxes and poles. Groundwater and surface water found during construction are conditions of the contract and responsibility of the Contractor.

Curbs, pavement and drainage swales impacted by trenching work shall be restored to match existing conditions. Pull boxes shall be installed adjacent to the road with grading to prevent rain water from entering. Existing fence can be removed and reinstalled as needed. Conduits shall be properly supported, particularly at penetrations into manholes and pull boxes. PVC conduits shall have a radius sweeps at all turns in trench, risers to pull boxes and risers to existing electric service poles. Conduits shall extend 10 feet above grade at each utility pole.

Conduits shall be securely fastened to existing poles with galvanized clips. Each conduit shall have a functional ¼” poly type pull rope installed. PVC conduits shall be installed with smooth gradual lines without any internal obstructions. Contractor shall protect work at night and periods of non-work.

After flowable fill has sufficiently hardened, granular backfill shall be installed above the conduits encased in flowable fill concrete. Granular backfill shall be material that contains no rocks over 3” in size. Backfill and compact granular fill in 6” lifts. 6” of well compacted gravel base material shall be installed under all pavement patch areas. Magnetic marking tape appropriate for 5 KV cables shall be installed in the backfill material above the conduits.

Appropriate compaction equipment shall be used. Any grass areas disturbed by the work shall be raked smooth and loamed.

Trees, bushes, vines and shrubs will be encountered and shall be cut as required for installation of new subsurface conduits. All cut brush, limbs and trees shall be removed from the site.

Existing fences and curbs may be temporarily moved as needed to install new work.

For Pole 1 only, four new 4-inch pvc conduits installed onto Pole 1. Conduits installed 10 feet up pole.

For Poles 2 thru 10, one new 2-inch pvc conduit installed from new pull box onto wood poles.

At all poles locations, conduits installed 10 feet up pole.

For Pole 11 only, two new 4-inch pvc conduits installed from new pull box onto Pole 11.

For Pole 12 only, two new 4-inch pvc conduits shall be run from new manhole 4 onto Pole 12.

Conduits installed 10 feet up pole. Two existing 2” conduits that are currently run to Pole 12 shall be excavated and re-routed into new Manhole 4 located near Pole 12. Work includes any new fittings and sweeps required to re-route the existing. Government electricians will identify existing conduits and confirm lock-out for existing wires.

Man Holes:

Four manhole structures are required where shown on Figures 1 and 2.

Manhole structures shall be installed complete so covers are flush with finished pavement grades or grass. Crushed rock base material shall be installed and compacted under the base of manholes. Base material shall be minimum of 6” in depth and extend 6” beyond the edge of manhole. Backfill and compact material around each manhole ensuring no tipping occurs.

Frame shall be set in full mortar bed. Groundwater and surface water found during construction of the manholes are conditions of the contract and responsibility of the Contractor. Some dewatering may be necessary.

Pull Boxes:

Ten new pull boxes are required where shown on Figures 1 and 2.

Install pull boxes near Poles 2 thru 11. Pull boxes shall be installed complete so covers are flush with finished pavement grades or grass. Crushed rock base material shall be installed and compacted under the base of pull boxes. Base material shall be minimum of 6” in depth and extend 6” beyond the edge of pull box. Backfill and compact material around each pull box.

Existing Utilities:

The Contractor shall protect all existing utilities in the work area. Utilities may include sanitary sewers, storm drains, water or gas pipes, electric or telephone conduits, poles, sidewalks, walls, vaults or other structures. The contractor shall cooperate with utility companies and municipal departments to maintain utilities. If existing utilities or other unforeseen obstructions are encountered, the proposed line and grade may be altered with acceptance by the Technical Point of Contact. The Contractor is responsible for the repair or replacement, at his own expense, of any damage to existing utilities and structures caused by his work.

Traffic Control Devices:

Traffic control devices, positioning and methodology should generally conform to the Manual on Uniform Traffic Control Devices (MUTCD) and MASSDOT Work Zone Safety Guidelines.

Traffic control devices required only during working hours shall be removed at the end of each work day. Traffic control methods shall not create unnecessary or unusual hazards to public safety.

Hot Mix Asphalt Patch:

Hot Mix Asphalt road mix shall be used to patch the trench in road areas. 6” of well compacted gravel base material shall be installed under all pavement patch areas. Pavement patch shall be 3” thick top course. The finished surface of new pavement patch shall match existing drainage patterns. Includes all work required to adjust any impacted item such as valve boxes, drainage castings, curb, etc. All edges of existing pavement shall be saw cut. A tack coat of liquid bituminous material (RS 1 or equal) shall be furnished and applied immediately prior to placement of the pavement.

The transition from new asphalt pavement to the existing asphalt pavement shall be smooth.

Pavement shall be compacted by rolling to a density of not less than 95% of the maximum density. Pavement shall be minimum 3” thick after compaction. Rolling shall not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. The Government may perform testing on compaction at the discretion of the Technical Point of Contact. Any depressions in pavement patches caused by settlement shall be corrected by the contractor at no additional cost to the Government.

Where existing pavement marking are impacted, Contractor shall provide and install new pavement markings to match existing.

REPLACE SUBSURFACE UTILITY CONDUITS

Figure 2

Figure 2 – Shows Line Diagram of required new conduits, manholes, pull boxes.

NOTES

LEGEND

= 4" pvc conduit

= 2" pvc conduit

= wood utility pole

= manhole

= pull box

Excavate to expose two existing 2" conduits and rerout into new

Manhole 4 located near Pole 12

Manhole 4 installed near Pole 12

For Pole 12 only, two 4" Sch 80 PVC conduits installed from Manhole 4 onto Pole 12

For Pole 11 only, two 4" Sch 80 PVC conduits installed from pull box onto Pole 11

For Poles 2 thru 10, one 2" Sch 80 PVC conduit installed from pull box onto wood poles. Extend conduit 10' up

Four new manholes (4'x4'x4' concrete base with iron frame and cover)

Ten new pullboxes (Polymer concrete 13"x 24"x18" )

Approx 7,000 feet of 4-inch pvc conduit and 220 feet of 2-inch pvc conduit. All

Sch 80, with large radius sweeps at changes in direction. Conduits encased in flowable fill where under road.

For Pole 1 only, four 4" Sch 80 PVC conduits installed onto pole 1, 10' up pole.

This Line Diagram is not draw to scale.

CAPE COD CANAL PROJECT

Figure 3

Figure 3 – Shows manhole base type for 4 new manholes.

Figure 4

FIGURE 4 – Shows manhole cover type for 4 new manholes.

INFORMATIONAL PHOTOS

Photo Number 1 – Shows Pole #1 across intersection of Freezer Road and Ed Moffit Drive

(looking northwest). New 4” conduits installed from Pole 1 under paved road in trench.

Pavement is saw cut and patched. New Manhole structure installed in grass area.

Pole #1

Photo Number 2 – Shows Pole #2 along Ed Moffit Drive (looking west). New utility conduits are installed in a trench under the road. One 4” conduit is installed to and from a new pull box located near Pole #2. One 2” conduit is installed from the pull box onto Pole #2. Saw cut existing pavement and patch over trench.

Pole #2

Photo Number 3 – Shows Pole #3 along Ed Moffit Drive (looking north). New utility conduits are installed in a trench under the road. One conduit is installed to and from a new pull box located near Pole #3. One conduit is installed from the pull box onto Pole #3. Saw cut existing pavement and patch over trench.

Pole #3

Photo Number 4 – Shows Pole #4 along Ed Moffit Drive (looking north). New utility conduits located near Pole #4. A conduit is installed from the pull box onto Pole #4. Saw cut existing

Pole #4

Pole #5

Photo Number 5 – Shows Pole #5 along Ed Moffit Drive (looking north). New utility conduits located near Pole #5. A conduit is installed onto Pole #5. Saw cut existing pavement and patch over trench. Existing fence temporarily moved as needed. Existing trees and bushes cut as needed for access.

Pole #5

Photo Number 6 – Shows Pole #6 along Ed Moffit Drive (looking north). Typical conditions are similar at Pole #7. New utility conduits are installed in a trench under the road. One conduit is installed to and from a new pull box located near Pole #6. A conduit is installed onto Pole #6.

Saw cut existing pavement and patch over trench. Existing fence temporarily moved as needed.

Existing trees and bushes cut as needed for access.

Pole #6

Photo Number 7 – Shows Pole #8 along Ed Moffit Drive (looking north). New utility conduits located near Pole #8. A conduit is installed from the pull box onto Pole #8. Saw cut existing pavement and patch over trench. Existing fence and wood walking bridge temporarily moved as needed. Existing trees and bushes cut as needed for access.

Pole #8

Photo Number 8 – Shows Pole #9 along Ed Moffit Drive (looking north). New utility conduits located near Pole #9. A conduit is installed from the pull box onto Pole #9. Saw cut existing pavement and patch over trench. The existing pull box located near Pole #9 shall be removed, backfilled and patched with pavement.

Pole #9

Pole #10

Photo Number 9 – Shows Pole #10 on right side of photo (looking north). New utility conduits located near Pole #10. A conduit is installed from the pull box onto Pole #10. Saw cut existing

Pole #10

Pole #11

Photo Number 10 – Shows Pole #11 on right side of photo (looking north). One conduit is installed to and from a new pull box located near Pole #11. Two 4” conduits installed from the pull box onto Pole #11. Saw cut existing pavement and patch over trench. Saw cut existing pavement and patch over trench. Smooth and rake disturbed grass area.

Pole #11

Photo Number 11 – Shows Pole #12 (looking north). New utility conduits are installed in a trench under the road to a new manhole installed near pole 12. Four new conduits are installed into new manhole with two new conduits installed from the manhole onto Pole 12. Saw cut existing pavement and patch over trench. Repair sidewalk to match existing conditions with smooth transitions.

Pole #12

New manhole installed near

Pole 12

Photo Number 12 – Shows Pole #12 (looking south). New utility conduits are installed in a trench under the road to a new manhole installed near Pole 12. Two new 4” conduits installed from the manhole onto Pole 12. Excavate to expose two existing conduits and re-route into new manhole. Repair curbing and sidewalk to match existing conditions with smooth transitions.

Remove and re-install existing fence as needed.

Pole #12

Existing 2” conduits.

Excavate to expose conduits and re-route into new manhole.

New manhole installed near

Pole 12

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

0001 70 dys. ADC 1 CAPE COD CANAL

JOHN MACPHERSON

PO BOX 1555 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8176 FOB: Destination

961306

Section H - Special Contract Requirements

SECURITY INFORMATION

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity.

This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Technical Point of Contact NLT 5 calendar days after the completion of the training.

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the Technical Point of Contact no later than 3 business days after the initial contract award.

WAGE DETERMINATION

General Decision Number: MA160013 04/08/2016 MA13

Superseded General Decision Number: MA20150013

State: Massachusetts

Construction Types: Heavy (Heavy and Marine)

Counties: Barnstable, Bristol, Dukes, Essex, Middlesex, Nantucket, Norfolk, Plymouth and Suffolk Counties in Massachusetts.

HEAVY AND MARINE CONTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis‐Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 01/22/2016 2 04/01/2016 3 04/08/2016

BOIL0029‐001 10/01/2009

Rates Fringes

BOILERMAKER......................$ 38.25 17.04

BRMA0001‐011 09/01/2015

FOXBORO CHAPTER

BRISTOL (Attleboro, Berkley, Dighton, Mansfield, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Taunton);

NORFOLK, (Bellingham, Canton, Dedham, Foxboro, Franklin, Norfolk, Norwood, Plainville, Sharon, Walpole, Westrwood, Wrentham); and PLYMOUTH (Lakeville)

Rates Fringes

Bricklayer/Cement Mason..........$ 47.76 28.25

BRMA0001‐012 09/01/2015

LOWELL CHAPTER

MIDDLESEX (Acton, Ashby, Ayer, Bedford, Billerica, Boxboro, Carlisle, Chemsford, Dracut, Dunstabale, Ft Devens, Groton, Littleton, Lowell, North Acton, Pepperell, Shirley, South Acton, Tewksbury, Townsend, Tyngsboro, West Acton, Westford, Wilmington)

BRICKLAYER.......................$ 47.76 28.25

BRMA0001‐013 09/01/2015

LOWELL CHAPTER

MIDDLESEX (Ashland, Framingham, Holliston, Hopkinton, Hudson, Maynard, Natick, Sherbvorn, Stow); and NORFOLK (Medfield, Medway, Millis)

BRICKLAYER.......................$ 47.76 28.25

BRMA0003‐001 08/01/2015

Rates Fringes

Marble & Tile Finisher...........$ 38.08 27.55 Marble, Tile & Terrazzo Workers..........................$ 49.90 29.07

TERRAZZO FINISHER................$ 48.80 28.90

BRMA0003‐003 08/01/2015

BOSTON CHAPTER

MIDDLESEX (Arlington, Cambridge, Everett, Malden, Medford, Melrose, Somerville); NORFOLK (Brookline, Milton); and SUFFOLK

BRICKLAYER.......................$ 49.86 29.12

BRMA0003‐011 08/01/2015

LYNN CHAPTER

ESSEX (Amesbury, Andover, Beverly, Boxford, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipswich, Lawrence, Lynn, Lynnfield, Manchester, Marblehead, Merrimac, Methuen, Middleton, Nahant, Newbury, Newburyport, North Andover, Peabody, Rockport, Rowley, Salisbury, Salem, Saugus, Swampscott, Topsfield, Wakefield, Wenham, West Newbury); and MIDDLESEX (North Reading, Reading, Wakefield)

Bricklayer/Cement Mason..........$ 49.86 29.12

BRMA0003‐012 08/01/2015

BRICKLAYER

WALTHAM CHAPTER ‐

MIDDLESEX (Belmont, Burlington, Concord, Lexington, Lincoln, Stoneham, Sudbury, Waltham, Watertown, Wayland, Weston, Winchester, Woburn).........$ 49.86 29.12

BRMA0003‐014 08/01/2015

QUINCY CHAPTER

PLYMOUTH COUNTY (Abington, Bridgewater, Brockton, Carver, Duxbury, East Bridgewater, Halifax, Hanover, Hanson, Hingham, Hull, Kingston, Marshfield, Middleboro, Norwell, Pembroke, Plymouth, Rockland, Scituate, West Bridgewater, Whitman)

BRMA0003‐025 08/01/2015

NEW BEDFORD CHAPTER

BARNSTABLE; BRISTOL (Acushnet, Darmouth, Fairhaven, Fall River, Freetown, New Bedford, Somerset, Swansea, Westport); DUKES;

NANTUCKET; PLYMOUTH (Marion, Mattapoisett, Rochester, Wareham)

BRMA0003‐033 08/01/2015

NEWTON CHAPTER

MIDDLESEX (Newton); NORFOLK (Dover, Needham, Wellesley)

Bricklayer, Plasterer............$ 49.86 29.12

CARP0026‐003 03/01/2016

BRISTOL (Attleborough, North Attleborough); ESSEX; MIDDLESEX (Except Belmont, Cambridge, Everett, Malden, Medford, Somerville); AND NORFOLK (Bellingham, Braintree, Canton, Cohassett, Foxboro, Franklin, Medfield, Medway, Millis, Needham, Norfolk, Norwood, Plainville, Quincy, Sharon, Walpole, Wellesley, Westwood, Weymouth, Wrentham) COUNTIES

CARPENTER........................$ 37.10 27.12

CARP0033‐003 03/01/2016

MIDDLESEX (Belmont, Cambridge, Everett, Malden, Medford, Somerville); NORFOLK (Brookline, Dedham, Milton); AND SUFFOLK

COUNTIES

CARPENTER........................$ 43.92 27.57

CARP0056‐001 08/01/2015

All of SUFFOLK COUNTY; and those areas of BARNSTABLE, BRISTOL, ESSEX, MIDDLESEX, NORFOLK, and PLYMOUTH COUNTIES situated INSIDE Boston Beltway (I‐495) and North of Cape Cod Canal. ALL of DUKES and NANTUCKET COUNTIES

PILEDRIVERMAN....................$ 42.04 29.73

CARP0056‐002 08/01/2015

The areas of BARNSTABLE, BRISTOL, PLYMOUTH, and NORFOLK COUNTIES situated OUTSIDE Boston Beltway (I‐495) and South of Cape Cod Canal

CARP0056‐003 08/01/2015

Those areas of ESSEX and MIDDLESEX COUNTIES situated OUTSIDE Boston Beltway (I‐495)

CARP0056‐004 08/01/2015

Rates Fringes

DIVER TENDER.....................$ 42.04 29.73

DIVER............................$ 58.86 29.73

CARP0424‐001 03/01/2016

NORFOLK (Braintree, Quincy, Cohasset, Weymouth, etc.) PLYMOUTH (Duxbury, Hanover, Hull, Hingham, Marshfield, Norwell, Pembroke Rockland, Scituate)

CARP0624‐002 03/01/2016

DUKES; NANTUCKET

Rates Fringes

CARPENTER........................$ 43.92 27.57

CARP0624‐006 03/01/2016

BARNSTABLE; BRISTOL (Except Attleboro & North Attleboro);

NORFOLK (Avon, Holbrook, Randolph, Stoughton); PLYMOUTH (Bridgewater, Kingston, Lakeville, Middleboro, Plymouth, S.

Hanover, Whitman)

CARP1121‐001 10/01/2015

Rates Fringes

MILLWRIGHT.......................$ 36.79 28.38

ELEC0096‐001 12/01/2015

MIDDLESEX (Ashby, Ashland, Ayer, Ft. Devens, Groton, Hopkinton, Hudson, Marlboro, Pepperell, Shirley, Stow, Townsend)

ELECTRICIAN......................$ 39.37 11%+18.26

Teledata System Installer........$ 26.83 3%+20.46

ELEC0099‐001 06/01/2015

BRISTOL (Attleboro, North Attleboro, Seekonk)

Rates Fringes

ELECTRICIAN......................$ 35.83 59.94%

Teledata System Installer........$ 26.87 13.72%+3.33

* ELEC0103‐002 03/01/2016

ESSEX (Amesbury, Andover, Boxford, Georgetown, Groveland, Haverhill, Lawrence, Merrimac, Methuen, Newbury, Newburyport, North Andover, Rowley, Salisbury, West Newbury); MIDDLESEX (Bedford, Billerica, Boxboro, Burlington, Carlisle, Chelmsford, Dracut, Dunstable littleton, Lowell, North Reading, Tewksbury, Tyngsboro, Westford, Wilmington)

ELECTRICIAN......................$ 46.17 30.08

* ELEC0103‐004 03/01/2016

ESSEX (Beverly, Danvers, Essex, Gloucester, Hamilton, Ipswich, Manchester, Marblehead, Middleton, Peabody, Rockport, Salem, Topsfield, Wenham)

* ELEC0103‐005 03/01/2016

ESSEX (Lynn, Lynnfield, Nahant, Saugus, Swampscott); MIDDLESEX (Acton, Arlington, Belmont, Cambridge, Concord, Everett, Framingham, Holliston, Lexington, Lincoln, Malden, Maynard, Medford, Melrose, Natick, Newton, Reading, Sherborn, Somerville, Stoneham, Sudbury, Wakefield, Waltham, Watertown, Wayland, Weston, Winchester, Woburn); NORFOLK (Bellingham, Braintree, Brookline, Canton, Cohasset, Dedham, Dover, Foxboro, Frankloin, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Quincy, Sharon, Walpole, Wellesley, Westwood, Weymouth, Wrentham); PLYMOUTH (Hingham and Hull);SUFFOLK

ELEC0104‐001 08/30/2015

Rates Fringes

Line Construction:

Cableman....................$ 43.51 23.64+A Equipment Operator..........$ 36.98 20.67+A Groundman...................$ 23.93 9.70+A Lineman.....................$ 43.51 23.64+A

A. PAID HOLIDAYS: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Christmas Day and Columbus Day, provided the employee has been employed 5 working days prior to any one of the listed holidays.

ELEC0223‐002 09/01/2015

BARNSTABLE, BRISTOL (Except Attleboro, North Attleboro, Seekonk); DUKES; NANTUCKET; PLYMOUTH (Except Hingham and Hull Twps); NORFOLK (Avon, Halbrook, Randolph, Sloughton)

ELECTRICIAN......................$ 38.31 27.75%+9.85

ENGI0004‐009 12/01/2015

Rates Fringes

Power equipment operators:

Group 1.....................$ 43.73 25.80+A Group 2.....................$ 43.31 25.80+A Group 3.....................$ 30.13 25.80+A Group 4.....................$ 36.34 25.80+A Group 5.....................$ 22.27 25.80+A Group 6.....................$ 26.08 25.80+A

HOURLY PREMIUM FOR BOOM LENGTHS (Including Jib):

Over 150 ft. +2.12 Over 185 ft. +3.72 Over 210 ft. +5.23 Over 250 ft. +7.92 Over 295 ft. +10.97 Over 350 ft. +12.76

FOOTNOTE FOR POWER EQUIPMENT OPERATORS:

A. PAID HOLIDAYS: New Year's Day, Washington,s Birthday, Labor Day, Memorial Day, Independence Day, Patriot's Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day

POWER EQUIPMENT OPERATORS CLASSIFICATIONS [HEAVY

CONSTRUCTION]

GROUP 1: Power shovel; crane; truck crane; derrick; pile driver; trenching machine; mechanical hoist pavement breaker; cement concrete paver; dragline; hoisting engine;

three drum machine; pumpcrete machine; loaders; shovel dozer; front end loader; mucking machine; shaft hoist;

steam engine; backhoe; gradall; cable way; fork lift;

cherry picker; boring machine; rotary drill; post hole hammer; post hole digger; asphalt plant on job site;

concrete batching and/or mixing plant on job site; crusher plant on job site; paving concrete mixer; timber jack GROUP 2: Sonic or vibratory hammer; grader; scraper; tandem scraper; bulldozer; tractor; mechanic ‐ maintenance; York rake; mulching machine; paving screed machine;stationary steam boiler; paving concrete finishing machine; grout pump; portable steam boiler; portable steam generator;

roller; spreader; asphalt paver; locomotives or machines used in place thereof; tamper (self propelled or tractor‐draw); cal tracks; ballast regulator;rail anchor machine; switch tamper; tire truck GROUP 3: Pumps (1‐3 grouped); compressor; welding machines (1‐3 grouped); generator; sighting plant; heaters (power driven, 1‐ 5); syphon‐pulsometer; concrete mixer; valves controlling permanent plant air steam, conveyor, wellpoint system (operating) GROUP 4: Assitant engineer (fireman) GROUP 5: Oiler (other than truck cranes and gradalls) GROUP 6: Oiler (on truck cranes and gradalls)

* IRON0007‐001 03/16/2016

AREA 1: BRISTOL (Easton); ESSEX (Beverly,Gloucester,Lynn, Lynnfield, Manchester,Marblehead, Nahant, Rockport, Salem, Saugus, Swampscott); MIDDLESEX (Arlington, Bedford, Belmont, Burlington, Cambridge, Carlisle, Concord, Dunstable, Everett, Framingham, Lexington, Lincoln, Malden, Maynard, Medford, Melrose, Natick, Newton, Reading, Sherborn, Somerville, Stoneham, Sudbury, Wakefield, Waltham, Watertown, Wayland, Weston, Winchester, Woburn); NORFOLK (Except Medway); PLYMOUTH (Abington, Bridgewater, Brocton, Duxbury, East Bridgewater, Halifax, Hanover, Hanson, Hingham, Hull, Kingston, Marshfield, Norwell, Pembroke, Plymouth, Plympton, Rockland, Scituate, West Bridgewater, Whitman); SUFFOLK

AREA 2: ESSEX (Amesbury, Andover, Boxford, Danvers, Essex, Georgetown, Hamilton, Haverhill, Ipswich, Lawrence, Merrimac, Methuen, Newbury, Newburyport, North Andover, Rowley, Salisbury, Topsfield, Wenham, West Newbury); MIDDLESEX (Action,Billerica, Chelmsford, Dracut, Groton, Groveland, Littleton, Lowell, Middleton, North Reading, Pepperell, Tewksbury, Tyngsboro, Westford, Wilminton)

IRONWORKER

AREA 1......................$ 42.89 29.89

AREA 2......................$ 38.48 29.89

* IRON0007‐010 03/16/2016

MIDDLESEX (Ashby, Ashland, Ayer, Boxboro, Holliston, Hopkinton, Hudson, Marlboro, Shirley, Stow, Townsend); NORFOLK (Medway)

IRONWORKER.......................$ 42.89 29.89

* IRON0037‐002 03/16/2016

BARNSTABLE; BRISTOL (Acushnet, Attleboro, Berkley, Dartmouth, Dighton, Fairhaven, Fall River, Freetown, Mansfield, New Bedford, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Somerset, Swansea, Taunton, Westport); DUKES; NANTUCKET;

NORFOLK (Billingham, Franklin, Plainville, Wrentham); PLYMOUTH (Lakeville, Marion, Mattapoisett, Middleboro, Rochester, Wareham)

IRONWORKER.......................$ 34.01 25.22

LABO0022‐006 06/01/2015

SUFFOLK COUNTY (Boston, Chelsea, Revere, Winthrop, Deer & Nut Islands); MIDDLESEX COUNTY (Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Medford, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn only); NORFOLK COUNTY (Brookline, Dedham, and Milton only)

Laborers:

GROUP 1.....................$ 35.10 21.20

GROUP 2.....................$ 35.35 21.20

GROUP 3.....................$ 35.85 21.20

GROUP 4.....................$ 36.10 21.20

GROUP 5.....................$ 20.50 21.20

GROUP 6.....................$ 37.10 21.20

LABORERS CLASSIFICATIONS

GROUP 1: Laborers; carpenter tenders; cement finisher tenders

GROUP 2: Asphalt raker; fence and guard rail erector; laser beam operator; mason tender; pipelayer; pneumatic drill operator; pneumatic tool operator; wagon drill operator

GROUP 3: Air track operator; block paver; rammer; curb setter

GROUP 4: Blaster; powderman

GROUP 5: Flagger

GROUP 6: Asbestos Abatement; Toxic and Hazardous Waste Laborers

LABO0022‐012 06/01/2015

Counties of BARNSTABLE; BRISTOL; DUKES; ESSEX; NANTUCKET;

PLYMOUTH; MIDDLESEX (With the exception of Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn); NORFOLK (With the exception of Brookline, Dedham, and Milton)

Laborers:

GROUP 1.....................$ 31.15 20.30

GROUP 2.....................$ 31.40 20.30

GROUP 3.....................$ 31.90 20.30

GROUP 4.....................$ 32.15 20.30

GROUP 5.....................$ 20.50 20.30

GROUP 6.....................$ 33.15 20.30

LABORERS CLASSIFICATIONS

GROUP 1: Laborers; carpenter tenders; cement finisher tenders

GROUP 2: Asphalt raker; fence and guard rail erector; laser beam operator; mason tender; pipelayer; pneumatic drill operator; pneumatic tool operator; wagon drillperator

GROUP 3: Air track operator; block paver; rammer; curb setter; hydraulic & similar self powere drills

GROUP 4: Blaster; powderman

GROUP 5: Flagger

GROUP 6: Asbestos Abatement; Toxic and Hazardous Waste Laborers

LABO0022‐013 06/01/2015

Rates Fringes

Laborers:

(FREE AIR OPERATION):

SHIELD DRIVEN AND LINER

PLATE IN FREE AIR)

GROUP 1....................$ 39.40 21.80+a GROUP 2....................$ 39.40 21.80+a

(OPEN AIR CASSONS,

UNDERPINNING AND TEST

BORING INDUSTRIES):

TEST BORING & WELL DRILLING

Driller....................$ 33.70 19.85+A Laborer....................$ 32.30 19.85+A

(OPEN AIR CASSONS,

UNDERPINNING AND TEST

BORING INDUSTRIES):

OPEN AIR CASSON,

UNDERPINNING WORK & BORING

CREW

Bottom man.................$ 33.45 19.85+A Laborers; Top man..........$ 32.30 19.85+A

(TUNNELS, CAISSON &

CYLINDER WORK IN

COMPRESSED AIR)

GROUP 1....................$ 36.85 21.80+a GROUP 2....................$ 47.33 21.80+a GROUP 3....................$ 47.33 21.80+a

GROUP 4....................$ 47.33 21.80+a GROUP 5....................$ 47.33 21.80+a GROUP 6....................$ 49.33 21.80+a

CLEANING CONCRETE AND

CAULKING TUNNEL (Both New & Existing) GROUP 1....................$ 39.40 21.80+a GROUP 2....................$ 39.40 21.80+a

ROCK SHAFT, CONCRETE

LINING OF SAME AND TUNNEL

IN FREE AIR

GROUP 1....................$ 36.85 21.80+a GROUP 2....................$ 39.40 21.80+a GROUP 3....................$ 39.40 21.80+a GROUP 4....................$ 39.40 21.80+a GROUP 5....................$ 41.40 21.80+a

LABORERS CLASSIFICATIONS for TUNNELS, CAISSON & CYLINDER WORK

IN COMPRESSED AIR

GROUP 1: Powder watchman; Top man on iron bolt; change house attendant

GROUP 2: Brakeman; trackman; groutman; tunnel laborer;

outside lock tender; lock tender; guage tender

GROUP 3: Motorman, miner

GROUP 4: Blaster

GROUP 5: Mucking machine operator

GROUP 6: Hazardous Waste work within the "HOT" zone. (A premium of two dollars $2.00 per hour over the basic wage rate.

LABORERS CLASSIFICATIONS for (FREE AIR OPERATION): SHIELD

DRIVEN AND LINER…