Amendment_0001_Re-Establish_Rail_to_CFMC_N4008518R1609.pdf

ACQR5323555

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SOLICITATION #N4008518R1609, CAAA RE-ESTABLISH RAIL SERVICE TO CFMC AT THE NAVAL SUPPORT ACTIVITY, CRANE, INDIANA

1. Remove the follow ing technical specif ications included w ith the solicitation and replace w ith the revised, attached technical specifications: Section 01 11 00, Section 01 14 00, Section 01 20 00.00 20, Section 01 30 00, Section 01 31 23.13 20, Section 01 32 16.00 20; Section 01 33 00, Section 01 33 29, Section 01, 35 26, Section 01 42 00, Section 01 45 00.10 20, Section 01 50 00, Section 01 57 19.00 20, Section 01 62 35, Section 01 74 19, Section 01 78 00, Section 01 78 23, Section 01 78 24.00 20, Section 05 05 23.13 10 ,Section 34 11 00, Section 34 11 19.00 20, and Attachments A1 through G.

PROPOSAL DUE DATE REMAINS 2:00 P.M. (EDT) ON 12 JUN 2018. ACKNOWLEDGE RECEIPT OF THIS AMENDMENT WITH YOUR PROPOSAL.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 1

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 14-May-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008518R1609

X 9B. DATED (SEE ITEM 11)

11-May-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriat ion date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not , is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

14-May-2018

CODE

NAVFAC MID ATLANTIC

PWD CRANE FEAD

300 HIGHWAY 361

NSA BLDG 2516

CRANE IN 47522

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Carrie L. Grimard, Contracting Officer 812-854-6641 carrie.grimard@navy.mil

ReEstablish Rail to CFMC (Rockeye) N4008518R1609

Project Table of Contents Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 – SUMMARY OF WORK

01 14 00 - WORK RESTRICTIONS

01 20 00.00 20 – PRICE AND PAYMENT PROCEDURES

01 30 00 – ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 – ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT

CONTRACT MANAGEMENT SYSTEM (eCMS)

01 32 16.00 20 – SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 – SUBMITTAL PROCEDURES

01 33 29 – SUSTAINABILITY REPORTING

01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 – SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 – QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 – TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 – TEMPORARY ENVIROMENTAL CONTROLS

01 62 35 – RECYCLED / RECOVERED MATERIALS

01 74 19 – CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 – CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 – FACILITY ELECTRONIC OPERATION AND MAINTENANCE

SUPPORT INFORMATION (eOMSI)

Revised - Amendment 0001

Project Table of Contents Page 2

DIVISION 05 – METALS

05 05 23.13 10 - ULTRASONIC INSPECTION

DIVISION 34 – TRANSPORTATION

34 11 00 – RAILROAD TRACK AND ACCESSORIES

34 11 19.00 20 – WELDING RAILROAD RAIL, THERMITE METHOD,

THERMITE TRACK BONDING, WELDING REPAIRS

ATTACHMENTS

A1 & A2 – WHISTLE POST DETAILS

B – TRACK SPIKE PATTERNS

C – CROSSTIE & CABLE BUMP POST

D – MOLDED RUBBER FLANGE GUARD

E – JOINT BONDING

F – NDT LIST

G – GENERAL SITE MAP

-- End of Project Table of Contents --

Revised - Amendment 0001

SECTION 01 11 00 Page 1 of 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Detailed Statement Of Work

1.1.3 Location

1.2 OCCUPANCY OF PREMISES

1.3 EXISTING WORK

1.4 EXCAVATION

1.4.1 NOTIFICATION OF EXCAVATION

1.5 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2 of 14

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

B2728 Re-establish Rail to Crane Flexible Manufacturing Complex (Formerly

Known as Rockeye)

The scope of work is to provide all labor, supervision, materials, equipment, tools, gauges, parts, appurtenances, supplies, and transportation necessary to provide railroad trackage maintenance and repairs to "Re-establish rail service to Crane Flexible Manufacturing

Complex" (Formerly known as Rockeye).

This includes re-installing the HW045 crossing that has been removed plus the signaled railroad crossing flashing lights; spot replacement of cross ties and Surface/Alignment/Dress of the tracks including ballast addition;

reworking ten stone road crossings; and straight railing three turnouts, demolition of parts of RR228. Demolition of parts of RR229 and RR231 so that materials can be used to reconnect sections of RR230 and RR229 to the required Buildings, (replace track into B.2735, replacing two sections of

RR230 that have been removed close to B.2739, replacing two sections of track into B.2727 that have been removed, replacing one section of track into B.2728 that has been removed); replacing curve worn and torch cut rails; replacing switch ties in and SAD of turnouts; replacing road crossings and building access crossings; and spot replacement of cross ties and Surface/Alignment/Dress of the tracks including ballast addition.

1.1.2 Detailed Statement Of Work (SOW)

On RR085 track:

Cut lefthand rail 36’ from Track 1 South (T1S) turnout frog heel and install 1 new pair 115RE 6 hole insulated joint bars. Remove track connection bond and ground wire connections, provide and install 100 feet of new flexible bare copper stranded 1/0 AWG ground cable and a new track connection bond to relocate track connection toward T1S frog heel just past switch ties (12 CY excavation for 3’ deep by 1’ wide x 100’ long trench). At

2nd joint ahead of RR228 lefthand switch point install 1 pair of Government

Furnished Material (GFM) 115# 6 hole joint bars. On righthand rail at 2nd joint ahead of RR228 righthand switch point replace insulated joint bars with 1 pair of GFM 115# 6 hole joint bars and remove old diode. At 3rd joint ahead of RR228 righthand switch point install 1 new pair 115RE 6 hole insulated joint bars.

At the RR228 turnout replace and save 6 grade ties with 2-10', 1-11', 2-13' and 1-15' switch ties, Replace the switch stand. SAD the #8 turnout.

On RR228 track:

Between RR228 turnout and HW045 replace 6 grade ties with the 6 grade ties saved from RR228 turnout and replace 2 grade ties with 2 new grade ties.

SECTION 01 11 00 Page 3 of 14

Provide and install 60 tons of #53 stone to gravel road off HW045 behind old signal case foundation to Magazine 975 drive and the drive back to HW045 for single lane run around for emergency traffic use only.

At HW045 saw cut and remove asphalt 67.5' long x 13' wide x 1.5' deep for HW045 (49 Cubic Yards (CY)), also remove asphalt extending out past both sides of HW045, 15' to North and 16' to South x 11' wide x 6" deep (6.5 CY).

Excavate areas: North side 28' long x 13' wide x 2' below top of ties (27

CY), on the South side 43' long x 13' wide x 2' deep (estimated 41.5 CY), through the areas where asphalt was removed excavate 99' long x 13' wide x

6" depth (24 CY).

Provide and install a complete new railroad highway grade crossing flasher signal per the MUTCD.

Install 170 Lineal Feet (LF) of geogrid, provide 59 each 10’ long wood switch ties on 20" centers for crossing area and 43 new grade ties to fill gaps in track. Install an estimated 220 feet of 115# rail on lefthand side and 230 feet of 115# rail on righthand side, provide 4 new pair insulated 6 hole 115# joint bars, provide 2 each 115RE thermowelds to weld rail for left and right sides through the xing, and use 3 pairs of 115# GFM joint bars were insulated are not needed, provide 18 each 1” track bolts. Use (GFM) rails there is one 80' rail is in ditch by RR228 turnout, the other rails are at the section house lot. Provide 200 tons #4 ballast, Surface Aline and

Dress (SAD) the xing area twice (500 LF total), try to match top of rail to

HW045 grade at xing but ensure rail profile meets standards. Provide and install 72 Lineal Track Feet (LTF) of molded rubber flange guard. Mill back

2' wide x 68' long x 2" deep on each side of new xing (3.5 CY milling).

Install 80 tons of asphalt, ensure smooth road approaches. Per the MUTCD provide and install 2 round advance warning signs and posts, install 2 thermoplastic RR cross hatch emblems and 2 stop bars at crossing. Provide and install two whistle posts. It is assumed the work up to HW045 should be done as much as possible through the week and long rails welded prior to shutting road down and try to schedule on a Monday holiday weekend so work can be done on Friday, Saturday, Sunday and Monday and have road back open as soon as possible (preferably Tuesday morning).

Between HW045 and B.975 xings replace 9 grade ties. At B.975 xing uncover 26 LF (4.5 CY) of stone road for the replacement of 16 grade ties and SAD 26 LF. Recover crossing used the stone that was removed. Remove 2 exempt signs from 2 xbuck posts. Reset 1 xbuck post. Provide and install 2 whistle posts.

Between B.975 and West truck lot xings replace 147 grade ties. Replace

2 pairs of 9030 insulated 4 hole joint bars with GFM standard joint bars.

Provide and install 2 pair 9030 insulated 6 hole joint bars approximately

300’ from edge of island circuit.

At the West truck lot xing remove an estimated 8 CY of stone road to expose 40 LF (estimated 16 xing panels), remove the panels for the marking and replacement of 24 grade ties and then raise track up to road grade, requires 500 LF of SAD and 40 tons #4 ballast. Recover crossing using some of the removed stone. Remove 2 exempt signs from 2 xbuck posts. Provide and install 2 whistle posts.

Between the truck lot xings replace 75 grade ties. At the East truck lot xing uncover 16 LF (3 CY) of stone road and remove 8 xing panels for the marking and replacement of 18 grade ties and SAD 30 LF. Recover crossing using the removed stone and some stone from the West crossing. Remove 1

SECTION 01 11 00 Page 4 of 14 exempt sign and 1 set of xbuck signs from 1 xbuck post pull and reset this 1 xbuck post. Install 1 GFM xbuck post using the x-buck signs removed from the other post at this xing and 1 GFM sign post from section lot. Provide and

Between the East truck lot and B.1241 xings replace 220 grade ties. At

B.1241 xing remove 8 xing panels for the replacement of 10 grade ties and

SAD 16 LF, provide 10 tons #53 stone to cover xing area. Remove 2 exempt signs from 2 xbuck posts. Reset 2 xbuck posts. Provide and install 2 whistle posts.

Between B.1241 and B.1244 xings replace 220 grade ties. At B.1244 xing remove 8 xing panels for the replacement of 10 grade ties and SAD 16 LF, provide 10 tons #53 stone to cover xing area. Remove 2 exempt signs from 2 xbuck posts. Reset 2 xbuck posts. Provide and install 2 whistle posts.

Between B.1244 and B.1246 xings replace 160 grade ties. At B.1246 xing

Between B.1246 and B.1247 xings replace 117 grade ties. At B.1247 xing remove 8 xing panels for the marking and replacement of 10 grade ties and

SAD 16 LF, provide 10 tons #53 stone to cover xing area. Remove 2 exempt signs from 2 xbuck posts. Reset 2 xbuck posts. Provide and install 2 whistle

Between B.1247 and B.1249 xings replace 163 grade ties. At B.1249 xing uncover 6 LF at each end of xing (2 CY) of stone road and remove 8 xing panels for the replacement of 18 grade ties and SAD 30 LF provide 20 tons

#53 stone to cover xing area. Remove 2 exempt signs from 2 xbuck posts.

Reset 1 xbuck post. Provide and install 2 whistle posts.

Between B.1249 and B.1251 xings replace 132 grade ties. At B.1251 xing remove 8 xing panels and uncover 16 LF (3 CY) on leading edge and 9 LF (1.5

CY) on trailing edge stone road for the replacement of 25 grade ties and SAD

41 LF, provide 10 tons #53 stone to cover xing area. Remove 2 exempt signs from 2 xbuck posts. Reset 1 xbuck post. Provide and install 2 whistle posts.

Between B.1251 and B.1252 xings replace 70 grade ties. At B.1252 xing

Between B.1252 and HW161 xings replace 92 grade ties. At HW161 xing remove 2 exempt signs from 2 xbuck posts. Reset 1 xbuck post. Install 1 GFM round approach sign (use the sign pulled by B.2738). Install one thermoplastic RR pavement cross hatch emblem. Relocate stop bar to stop sign location (in line with). Provide and install 2 whistle posts.

Between HW161 xing and RR229 turnout replace 2 grade ties.

In RR229 turnout replace both 14’ headblocks, 6-9’, 5-10’, 4-11’, 2-

12’, 1-13’ (install 2 L-27 hookplates), and 2-14’ (install 2 L-23 and 2 L-27 hookplates) switch ties. Remove the lock washer shims from the lefthand #1 switch clip. Replace switch stand and connecting rod with new. Remove 14 xing panels at mag 1254 drive and replace 3-14’ (install 2 L-27 and 2 LR-31 hookplates), 4-15’, and 4-16’ switch ties. Weld repair the frog. Install GFM hookplates on existing ties at frog 4 L-23 and 2 L-27. On the curved closure

SECTION 01 11 00 Page 5 of 14 rail cut and weld in 18’ of rail, on straight closure rail cut and weld in

16’ of rail, provide 2 each 9030 thermowelds and 8 each 1” track bolts for joint bars, to replace short rails. On the turnout running rail cut and bolt in an approximately 22’ rail, provide 8 each 1” track bolts for joint bars.

Provide 20 ton #53 stone for xing. Rail is 9030, crop any torched ends and/or bad bolt holes. Install 2 GFM xbuck signs and posts. Provide and

Between mag 1254 drive and RR228A turnout replace 26 grade ties.

In RR228A turnout: Saw cutting asphalt 2 feet outside of rail on both tracks and removing 22' x 27' x 0.7' section of asphalt (15.5 CY). Replace

2-14’ headblocks, 12-9’ (install 4 L & 4 LR-23 hookplates, and 4-9030 slide/brace plates), 8-10’, 7-11’, 5-12’, 4-13’ (install of GFM: 2 L-23 & 2

L-27 hookplates), 5-14’ (install 2 L-27 & 4 L-23 hookplates), 4-15’, and 4-

16’ switch ties. Weld repair the frog. Replace the switch stand and connecting rod. Starting at the joint ahead of righthand switch point going towards RR229 turnout cut and install an approximately 24.5’ piece of 9030 rail (provide 8 each 1” track bolts for joints). On the lefthand running rail between switch heel and frog guard rail remove and replace an approx.

27' of 9030 rail (provide 8 each 1” track bolts for joint bars). At frog toe on the straight closure rail cut and weld in 16’ of 9030 rail and on curved closure rail cut and weld in 16’ of 9030 rail (provide 2 each 9030 thermowelds and 8 each 1” track bolts for joint bars). On righthand running rail cut and install an approximately 24’ piece of 9030 rail (provide 8 each

1” track bolts for joint bars). In the xing areas: On main side on lefthand rail cut and weld in 31.5' of 9030 rail to remove bolted joint from xing area (provide 2 each 9030 thermowelds), on righthand rail remove and replace

39’ of 9030 rail (provide 8 each 1” track bolts for joint bars). On turnout side starting at frog heel and 1st joint past turnout side frog guard rail remove all rails to current end of rails (Government to keep all 9040 rails and Fasteners and Other Track Materials (F&OTM)). Save 2 pairs of 9040/9030 comp bars bolted together as pairs to be used on RR230 B.2727B track.

Starting at frog heel install 76’ of 9030 rail welded together with bolt holes cropped out (provide 1 each 9030 thermoweld and 4 each 1” track bolts for joint bars). Starting at joint past turnout side frog guard rail crop off bolts from existing rail, crop holes off of one end of 39’ rail and weld together (provide 1 each 9030 thermoweld). Excavate the xing area 22’ x 27’ x 2’ from top of ties (44 CY), install 27 LF geogrid on each side (54 LF total), provide 80 tons #4 ballast, provide 16 new grade ties for main side and 16 new grade ties for turnout side. SAD 30 LF through xing area on the main side and 30 LF on the turnout side. Then install 25 tons of asphalt holding wheel flange ways open. Remove 2 exempt signs off of 1 xbuck post.

Pull up 1 round approach sign and post (junk). Install 1 GFM xbuck sign post. Install 1 stop bar pavement marking on boiler house side of xing.

Provide and install 2 whistle posts.

For RR228A (B.2735) track: At xbuck sign post toward B.2736 (remove 2 exempt signs from 1 xbuck post) pull and reset the post. Saw cut and remove

111’ x 13’ x 0.7’ asphalt (37.5 CY), excavate from trailing edge of xing at turnout to end of track along B.2735 dock 356’ x 13’ x 2’ from top of ties

(343 CY), keep metal drain pipes for dock weeps and re-install when installing crossties. Install 356 LF of geogrid. Provide 214 new grade ties.

Install 9030 rail from RR228 tail track and section lot, crop any torched ends and bad bolt holes: on lefthand side 320’ and on righthand side 350’, install one bolted joint in both the lefthand and righthand rails between xings in area of 1st gate (provide 8 each 1” track bolts for joint bars), provide 6 each 9030 thermowelds to weld joints that will be in 2nd asphalt xing (estimated 3 on each side), provide 2 pairs 9030 insulated joints to be

SECTION 01 11 00 Page 6 of 14 installed before grounding connection at building dock, provide 11 each 9030 thermowelds to weld remaining joints to end of track. Provide a new ground rod at ET, provide two track connection bonds, provide 600 tons #4 ballast, SAD 356 LF. Install 70 tons of asphalt holding wheel flange ways open.

Replace stone at gates so gates just clear. Install a new 3 tie bump post.

Between paved xing and 1TR230 turnout replace 116 grade ties. When doing the SAD work, line the track out away from the fence to improve clearance distance as much as track will allow.

In 1TR230 turnout replace all 53 switch ties with 53 grade ties.

Straight rail the turnout by removing the frog (junk), both frog guard rails

(junk), bolt on point guard (junk), both switch rods (Government to keep), both switch points (junk), both switch heelblocks (reassemble, Government to keep), switch stand and connecting rod (junk), both closure rails (4 rails).

Move the straight stock rail over to the turnout side closure rail alignment

(25 LF of gaging), then install 9030 rails 1-39' and 1-26' cutting in on

9040, reuse the existing pair of comp bars. Provide 8 each 1” track bolts for joints. Replace all switch plates with tie plates, save all hook and frog guard rail plates (Government keep). Starting at the joint ahead of the righthand switch point crop torch cut rail end then install 1-39', 1-22', 1-

39' and 1-33' rails 9030, cut in on the 9040 reuse the existing pair of comp bars. Provide 16 each 1” track bolts for joint bars. SAD lining the area towards road to ease curvature off frog heel.

On RR228 from switch point of 1TR230 to end of track demo 330 LTF of

9030 rail and ties, use good 9030 rails to straight rail 1TR230 turnout and replacement rails in RR229 and RR228A turnouts as needed, remaining 9030 rail and F&OTM use for RR228A track, make sure to crop any torched ends or bolt holes. Fork out & dispose of the 140 grade ties and grade off track bed.

From RR228 turnout on RR085 to start of RR230 at old 1TR230 switch point SAD the open track 5,700 LF and two #8 turnouts. Provide 700 tons #4 ballast and 200 each 1" x 5" track bolts for replacements.

Perform ditch maintenance on both sides of RR228 from HW45 to HW161 xing’s in the needed areas 3,500 LF (start with the worst areas and work until 3,500 LF is achieved as directed by COR).

On RR229 track:

At RR229A turnout remove and junk switch stand and connecting rod.

Remove and save both switch points and switch rods, frog, both frog guard rails (re-assemble), all switch and hook plates and gage plate, Government to keep. Remove the curved closure rail, the turnout running rail, and the bent stock rail. Leave the straight stock rail and main running rail in place install 20 each tie plates on existing ties. Re-use existing joint bars for rail replacement work, note there are bars that have been torch modified, scrap any torched bars. Move the 46.5’ straight closure rail back to fill gap where frog was removed, then install 35.5’ rail cut from the 39’ rail removed from turnout side frog heel to fill gap at switch point, requires cropping 10” off of remaining rail ahead of switch point (provide

12 each 1” track bolts. Requires removing and re-installing (1 CY) of stone at tunnel ped xing.

In RR229A track, demo 263 LTF from switch point to current end of track. Remove and Government keep all good 9020 rail and F&OTM, use required amount at RR229 tail between 2TR230 and steel bump then haul remaining to

SECTION 01 11 00 Page 7 of 14 section lot and stack/palletize including 2 pair 9040/9020 comp bars bolted together as pairs. Between switch ties and stone xing remove 19 junk and 24 relay ties. At xing uncover 16 LF (3 CY) of stone road, remove an estimated

10 junk ties. Between xing and end of track remove 18 junk and 38 relay

On RR230 track:

Note the 62 salvaged relay grade ties saved from RR229A track demo work are allowed as GFCI to make up for errors in counts, locations for installation will be selected by government as work progresses. They are to be installed in the open track areas being mixed in with new. All remaining relay ties not used on this project are to be hauled to section lot and neatly stacked. An additional 150 CY of excavation and 373 LF of SAD are also allowed to be done as directed by the COR.

Between where are RR230 turnout was and security gate replace 23 grade

At the gate remove 2 CY of stone for the marking and replacement of 3 grade ties and SAD, then re-install stone to just below bottom of gates so gates can be opened.

Between the gate and the road xing replace 83 grade ties and 18 each

1" track bolts.

For the xing: starting at end of low rail (on RR228 side) remove 13 grade ties (3 are to be re-laid at edge of this xing). Saw cut and remove asphalt section 13' wide x 50' long x 1' deep (24 CY). Excavate an area from end of low rail to end of low rail on other side of gap 111' long x 13' wide x 1.5' deep (80 CY), install 111 LF of geogrid, provide 30 each 10' wood switch ties for xing area and 37 new grade ties, relay the 3 saved grade ties and install 117' for the high rail and 112' for the low rail (use 9040 rail). Provide 4 each 9040 thermowelds and 16 each 1" track bolts for joint bars. Provide 120 tons #4 ballast and SAD 240 LF to include paved xing area twice. Provide 48 LTF of rubber flange guard for 9040 rail. Install 20 tons of asphalt for xing holding flangeways open. Take 2 exempt signs off of 2 xbuck posts, reset both xbuck sign posts. Provide and install 2 whistle

Between xing and B.2738 West turnout replace 22 grade ties and 5 each

1" track bolts.

In B.2738 West turnout weld repair the lefthand switch point. Replace the switch stand and connecting rod. Remove lock washer shim from righthand

#1 switch clip. Replace the #1 14' headblock, 10-9' (install 1 L & 1 LR-27 hookplates), 8-10', 4-11', 4-12', 4-13' (install 4 L-23 hookplates), 2-14'

(install 2 L-27, 2 L-23 hookplates). At the gap install 1-14’ (install 2 LR-

27 hookplates, 5-15' and 4-16' switch ties. On the main closure rail remove the short rail then crop existing rail and weld in an 11' rail. On the curved closure rail remove the short rail crop the existing rail and weld in approx. 19.5' rail. Install the 39’ main running rail with frog guard rail attached and the 39’ turnout side running rail with the frog guard rail attached these are currently laying in the track. On the main running rail crop rail with the frog guard rail then cut and weld in approx. 26'8" rail.

On the turnout running rail crop the rail with the frog guard rail then cut and weld in approx. 33'5" rail. Provide 4 each 9040 thermowelds and 24 each

1" track bolts for joint bars for rail replacement work and 3 each 1” track bolts for bad/missing lock washers.

SECTION 01 11 00 Page 8 of 14

On RR230 between B.2738 West turnout and the panel xing replace 58 grade ties and 8 each 1" track bolts.

On RR230 at the panel xing remove 20 panels (36 LF), replace 22 grade ties, on lefthand rail cut out joint and weld in 10' plug rail (provide 2 each 9040 thermowelds), on righthand rail cut out joint on leading edge and slide xing rail up (re-install 31 LF) and weld (provide 1 each 9040 thermoweld), then cut in and weld 10' plug rail on trailing end (provide 1 each 9040 thermoweld and 4 each 1” track bolts and 1 each joint bond for joint bars). Provide 20 tons #4 ballast and SAD 36 LF two times raising to level with building track. Remove center asphalt between xings 36' x 5' x

.6' (7 CY). Pull 1 round approach sign post (Re-use on HW161). After the xing’s on RR230 and B.2738 tracks have been competed install 30 tons of asphalt holding flange ways open. Provide 4 pair each 9040 insulated joint bars to be installed outside of grounded area. Provide and install 2 whistle

On RR230 between the xing and B.2738 East turnout replace 48 grade ties and 3 each 1" track bolts.

On B.2738 track between B.2738 West turnout and the xing replace 62 grade ties and 8 each 1" track bolts.

On B.2738 track at the panel xing remove 20 xing panels (36 LF), replace 22 grade ties. On lefthand rail at trailing end cut out joint and weld in 10' plug rail, provide 1 each 9040 thermoweld and 4 each 1" track bolts and 1 joint bond for joint bars. On righthand rail cut out joint in xing and weld in 10' plug rail, provide 2 each 9040 thermowelds. Move building track towards dock so that center line of track is 7.5’ from dock face. Provide 20 tons #4 ballast and SAD 36 LF two times raising to 44" rail to dock height. Provide 4 pair each 9040 insulated joint bars to be installed outside of grounded area.

On B.2738 track between the xing and B.2738 East turnout replace 57 grade ties and 5 each 1" track bolts.

At B.2738 East turnout replace the switch stand and connecting rod.

Replace the #2 14' headblock, 11-9', 7-10', 7-11', 3-12', 4-13' (install 2

L-27 and 4 L-23 hookplates), 4-14' (install 2 L-23 and 4 L-27 hookplates), 3-15' and 1-16' switch ties. Replace 4 grade ties with 2-16' switch ties.

Remove lock washer shims righthand #1 switch clip. Off the main frog heel replace approx. 37'5" rail. On the main closure rail crop 1st rail then cut and weld in approx. 25' rail. On the curved closure rail remove the short rail then crop the existing rail and cut and weld in approximately 17' rail.

On the turnout running rail crop rail with frog guard rail and cut and weld in approx. 24.5' rail. Provide 3 each 9040 thermowelds and 20 each 1" track bolts for joint bars at rail replacement work and 1 each 1” track bolt for bad/missing lock washer. At the joint past the righthand switch point heel replace 1 pair GFM 9040 joint bars.

Between B.2738 East turnout and B.2739 turnout replace 70 grade ties and 27 each 1" track bolts. Ahead of B.2728 East righthand switch point replace a 15'10" rail, providing 8 new 1" track bolts. Ahead of B.2739 West righthand switch point replace a 15'3" rail, providing 8 each 1" track bolts for joint bars.

At B.2739 turnout replace the switch stand and connecting rod. Replace the #2 14' headblock, 12-9', 5-10', 5-11', 6-12', 5-13' (install 5 L-27 and

4 L-23 hookplates re-using 1 existing L-23), 3-14' (install 4 L-27 and 5 L-

SECTION 01 11 00 Page 9 of 14

23 hookplates), 3-15' and 3-16' switch ties, requires the removal of 3 CY of stone road. Replace 4 each 1" track bolts. Off the main frog heel replace approx. 16'10" rail. On the main closure rail crop 1st rail then cut and weld in 10' rail. On the curved closure rail remove the short rail then crop the existing rail and cut and weld in 20' rail. On the turnout running rail crop rail with frog guard rail and cut and weld in 25' rail. Provide 3 each

9040 thermowelds and 20 each 1" track bolts for joint bars at rail replacement work. At the joint past the righthand switch point heel replace

1 pair GFM 9040 joint bars.

On RR230 between B.2739 turnout and panel xing uncover 98 LF (16.5 CY) of stone road for the replacement of 59 grade ties and 20 each 1" track bolts. SAD 98 LF.

On RR230 at the panel xing remove 32 xing panels (64 LF), replace 38 grade ties, on lefthand rail cut out 2 joints and weld in two 10' (total 20

LF of rail) plug rails (provide 4 each 9040 thermowelds), on righthand rail cut out 1st joint and weld in 10' plug rail (provide 2 each 9040 thermowelds), then on trailing end cut out 1 joint pull rails together and weld (provide 1 each 9040 thermoweld). Provide 20 tons #4 ballast and SAD 64

LF two times raising to level with building track. Remove center asphalt between xings 64' x 5' x .6' (7 CY). After xing on RR230 and B.2739 track have been competed install 60 tons of asphalt holding flange ways open.

Provide 4 pair each 9040 insulated joint bars to be installed outside of grounded area. Provide and install 2 whistle posts.

On RR230 between xing and end of rail uncover 42 LF (7 CY) stone road for the marking and replacement of 25 grade ties and SAD 42 LF.

On B.2739 track between B.2739 turnout and panel xing uncover 98 LF

(16.5 CY) of stone road for the replacement of 59 grade ties and 20 each 1" track bolts. SAD 98 LF. Provide 2 pair each 9040 insulated joint bars to be installed ahead of grounded area.

On B.2739 track at the panel xing remove 32 xing panels (64 LF), replace 38 grade ties, on lefthand rail cut out 1st joint and weld in 10' plug rail (provide 2 each 9040 thermowelds), remove the last two short rails crop end of existing and end of a 39' rail and weld in (provide 1 each 9040 thermoweld), then install 1-13' rail so that rail end will be even with righthand side, provide 4 each 1" track bolts for joint bars, 1 joint bond and 1 track bond. On righthand rail cut out 1st joint and weld in 10' plug rail (provide 2 each 9040 thermowelds), remove last two short rails crop end of existing and end of a 39' rail then install and weld in (provide 1 each

9040 thermoweld). Move building track towards dock so that center line of track is 7.5’ from dock face. Provide 20 tons #4 ballast and SAD 64 LF two times raising to 44" rail to dock height. Between xing and end of rail uncover 24 LF (4 CY) stone road (save stone to recover track) for the marking and replacement of 15 grade ties, excavate an area 10' wide x 10' long x 2' deep from top of ground (7.5 CY) past end of track and add 7 grade ties, provide 10 tons #4 ballast and SAD 34 LF, install new 3 tie bump post and recover the track using the removed stone.

On RR230 between end of rails at B.2739 and start of rails past gap survey and layout curve and establish excavation limits, then saw cut asphalt section 13' wide x 31' long x 1' deep and remove 15 CY asphalt road then excavate an area 321' long x 13' wide x 2' deep (300 CY). At the start of rail past gap on righthand side remove 14' rail for the installation of

330 LTF of GFM 115# rail (use 18 degrees pre-curved for body of curve), save

#53 stone to recover area. Provide 321' of geogrid, 500 tons #4 ballast, 20

SECTION 01 11 00 Page 10 of 14 each 10' wood switch ties for paved crossing area, 178 each new grade ties, 3 each 115RE thermowelds to weld joints in paved area, 32 LTF of rubber flange guard, SAD 400 LF to include paved xing area twice. Provide 78 each

1" track bolts for joint bars. Provide 2 pairs of 115RE/9040 righthand and 2 pairs of 115RE/9040 lefthand compromise joint bars. Install 30 tons of asphalt. Recover track area on trailing end of new asphalt crossing with the

#53 stone that was saved. Install 2 GFM xbuck sign posts. Provide and

On RR230 starting at gap going to B.2727B turnout replace 217 grade ties, 30 each 1" track bolts, remove all greaser.

At B.2727B turnout behind main frog guard rail remove 12' rail, crop existing rail and weld in a 14' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars). On the main running rail @ joint behind switch point heel crop existing rail and cut and weld in approx. 20'9" rail

(provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars), install 1 L & 1 LR-27 hookplates at joint. At both heelblocks replace 1 each

1" switch bolt (removing double lock washers). On the #1 switch rod remove lock washer shims on both righthand and lefthand switch clips. Replace the switch stand and connecting rod. On the turnout side running rail cut and weld in 20' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars), install 1 L & 1 LR-27 hookplates at joint. On the straight closure rail at frog remove short rail, crop existing rail and cut and weld in 11' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars). On the curved closure rail at frog remove short rail, crop existing rail and weld in 15' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars). At the frog replace 14 flat plates with

8 L-27, 2 LR-27 and 4 L-23 hookplates. Replace both 14' headblocks, 9-9', 6-10', 3-11', 4-12', 5-13', 3-14' and 4-15' switch ties, replace 2 grade ties with 1-16' switch tie.

On B.2727B track from B.2727B turnout to the gap replace 63 grade ties and 2 each 1" track bolts on low rail. On the high rail starting at frog heel install 1-31’ and then 1-39’ 9040 rails, then install 1 pair righthand

9040/9030 comp bars from RR228A track (comp should be at 2nd joint past frog heel) and install 3-39’ 9030 rails to replace the curve worn rails, provide

20 each 1" track bolts for joint bars. On low rail start at 2nd joint past the frog guard rail install 1 pair 9040/9030 lefthand comp bars from RR228A track and then install 3-39’ 9030 rails (provide 8 each 1” track bolts for joint bars), at the gap remove 17.5' rail. At the gap saw cut asphalt area

13' wide x 25' long x 1' deep and remove 12 CY of asphalt, then excavate an area 125' long x 13' wide x 1.5' deep (90 CY). Provide 125 LF of geogrid, 140 tons #4 ballast, 11 each new 10’ wood switch ties for 24 LF asphalt xing and 60 each new grade ties. Install 9030 rail from section lot: 125 LF of rail on high rail (provide 1 each 9030 thermoweld and 12 each 1" track bolts for joint bars) and 142.5 LF of rail on low rail (provide 1 each 9030 thermoweld and 12 each 1" track bolts for joint bars. SAD 250 LF (125' area twice). Inside of B.2727 uncover 128 LF of stone covered track (21 CY), remove all rails and ties, excavate an area 128' long x 14' wide x 1' below bottom of ties (100 CY). Install 128 LF of geogrid, provide 77 new grade ties. Crop bolt holes, weld together and install 9030 rail from section lot:

128 LF of rail on righthand and 128 LF of rail on lefthand (providing 8 each

9030 thermowelds and 2 track connection bonds). Provide 160 tons #4 ballast and SAD 128 LF. Install 1 new 3 tie bump post. Provide 40 tons #53 stone and recover the track area that was uncovered. Provide 2 pair each 9030 insulated joint bars to be installed ahead of grounded area.

Between B.2727B and B.2727A turnouts replace 4 grade ties.

SECTION 01 11 00 Page 11 of 14

At B.2727A turnout on the main running rail cut and weld in 37' rail

(provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars).

On the #1 switch rod remove lock washer shims on righthand switch clip.

Replace the switch stand and connecting rod. On the turnout side running rail cut and weld in 23' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars). On the straight closure rail cut and weld in

10.5' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars). On curved closure rail cut and weld in approx. 22'8" rail

(provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars).

Off main frog heel replace an approximately 15'3" rail (provide 8 each 1" track bolts for joint bars). Replace the #1 14' headblock, 4-9', 9-10', 5-

11', 3-13', 3-14' and 2-15' switch ties.

On B.2727A track between B.2727A turnout and the gap replace 78 grade ties and 20 each 1" track bolts. Pick up and dispose of 24 old ties lying beside the track. Crop 1' off end of high rail. On low rail ahead of the gap remove 18' rail. At the gap saw cut asphalt area 13' wide x 25' long x 1' deep and remove 12 CY of asphalt, then excavate an area 121' long x 13' wide x 1.5' deep (90 CY). Provide 121 LF of geogrid, 140 tons #4 ballast, 11 each new 10' wood switch ties for 24 LF asphalt xing and 58 each new grade ties.

Provide 1 righthand pair and 1 lefthand pair 9040/9030 comp bars. Install

9030 rail from section lot: 122 LF of rail on high rail (provide 1 each 9030 thermoweld and 12 each 1" track bolts for joint bars) and 139 LF of rail on low rail (provide 1 each 9030 thermoweld and 12 each 1" track bolts for joint bars). SAD 250 LF (125' area twice). Remove asphalt surface between and on both sides of B.2727A & B tracks (10 CY) so that an area 24' wide x

50' long can be paved holding flange ways open installing 6" base asphalt in areas not over ties (pave 70 tons). Install 2 GFM xbuck sign posts and provide and put on posts 2 new “2 track” signs. Inside of B.2727 uncover 128

LF of stone covered track (21 CY), remove all rails and ties, excavate an area 128' long x 14' wide x 1' below bottom of ties (100 CY). Install 128 LF of geogrid, provide 77 new grade ties. Crop bolt holes, weld together and install 9030 rail from section lot: 128 LF of rail on righthand and 128 LF of rail on lefthand (providing 8 each 9030 thermowelds and 2 track connection bonds). Provide 160 tons #4 ballast and SAD 128 LF. Install a new

3 tie bump post. Provide 40 tons #53 stone and recover the track area that was uncovered. Provide 2 pair each 9030 insulated joint bars to be installed ahead of grounded area.

Between B.2727A and 2TR230 turnouts replace 7 grade ties and 2 each 1" track bolts. Replace 18' of 9040 rail (providing 8 each 1" track bolts for joints).

At 2TR230 turnout replace the frog with the frog from 2TR231 turnout

(provide 4 each 1" track bolts for joint bars where rail does not get changed). On the turnout side frog guard rail replace 2 each 1-1/16" switch bolts). On the main running rail cut and weld in 18.5' rail (provide 1 each

9040 thermoweld and 4 each 1" track bolts for joint bars). On the main closure rail cut and weld in 25' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars). On the curved closure rail cut and weld in 11' rail (provide 1 each 9040 thermoweld and 4 each 1" track bolts for joint bars). At the lefthand switch heelblock replace 1 each 1" switch bolt

(removing triple lock washers). Replace the switch stand and connecting rod.

On the #1 rod remove lock washer shims behind righthand and lefthand switch clips, on #2 switch rod remove lock washer shims behind lefthand switch clip. Replace both 14' headblocks, 5-9', 6-10', 4-11', 3-12', 6-13', 3-14' and 2-15' switch ties.

SECTION 01 11 00 Page 12 of 14

On RR229 track:

Between 2TR230 turnout and steel bump post (tail track) remove all greaser parts. Replace 36 grade ties and 3 each 1" track bolts. Replace rail with no visible rolling marks including removing the steel bump and the two

9040 rails attached to it with 9020 use the two pairs GFM 9040/9020 comp bars saved from RR229A track: on righthand side 150 LF (provide 12 each 1" track bolts for joint bars); on lefthand side 163 LF (provide 16 each 1" track bolts for joint bars). Save 4 pair 9020 joint bars (Government to keep). This extends the track by 7’, add 5 grade ties and install new 3 tie bump post.

On RR229 between 2TR230 turnout and B.2728 dock survey and layout curve (RR229 was 18 degrees, RR231 was 21 degrees, goal is 18 degrees) and establish excavation limits. Use 39’ sticks of 115# rail from section lot, pre-curved if 18 degrees.

At 2TR231 turnout demo the turnout side to the gap 172 LTF and dispose of 48 grade ties. Replace 30 switch ties with 30 grade ties. Government to keep turnout materials.

On RR229 between 2TR230 and 2TR231 turnouts replace 17 grade ties and 2 each

1" track bolts on low rail. On highrail from 2TR230 frog install 104’ of

9040 rail (provide 1 each 9040 thermoweld and 8 each 1" track bolts for joint bars), then provide 1 pair 115/9040 lefthand comp bars and install

195’ of 115# rail (provide 24 each 1" track bolts for joint bars), to the gap to replace curve worn rail. On the low rail starting at the joint ahead of 2TR231 lefthand switch point provide 1 new pair righthand 115/9040 comp bars and install 156’ of 115# rail (provide 18 each 1” track bolts for joint bars).

On RR229 between 2TR231 turnout and gap replace 19 grade ties. On low rail remove the 17.5’ rail at gap.

On RR229 at the gap saw cut asphalt section 13' wide x 25' long x 1' deep and remove 12 CY of asphalt. Then excavate an area 300' long x 13' wide x 1.5' deep (217 CY). Provide 300 LF of geogrid, 360 tons #4 ballast, 11 each new 10' wood switch ties for 24 LF asphalt xing and 166 each new grade ties. Install 309 LF of rail on high rail (provide 1 each 115 thermoweld to weld joint in xing and 42 each 1" track bolts for joint bars) and 309 LF of rail on low rail (provide 1 each 115 thermoweld to weld joint in xing and 42 each 1" track bolts for joint bars). SAD 400 LF (xing area twice). Provide

24 LTF rubber flange guard for 115RE rail. Pave an area 24' wide holding flange ways open (20 tons of asphalt). Provide 2 pair each 115# insulated joint bars to be installed ahead of grounded area. Install 2 GFM xbuck sign posts. Provide and install 2 whistle posts.

For RR229 in front of B.2728 remove an asphalt area 14' wide away from dock x 234' long x 8" deep (97 CY), excavate an area 14' wide x 234' long x

1.5' deep (182 CY), install 234 LF of geogrid, provide 300 tons #4 ballast and 141 new grade ties. Crop bolt holes, weld and install GFM 115# rail from section lot: 249 LF of rail on the righthand side and 246.5 LF of rail on the lefthand side (provide 14 each 115# thermowelds & 2 track connection bonds, set rail to dock height to 44” and track center line to dock face at

7’, SAD 468 LF (234 LF twice). Install 195 tons of asphalt holding flange ways open. Connect with RR231 track this requires excavating an area 141’ long x 13’ wide x 1.5’ deep (102 CY), provide 141 LF of geogrid, 200 tons #4 ballast, 85 new grade ties, remove 13.5’ piece of 9040 rail on lefthand rail and cropping torched end off of righthand rail, install GFM 115# rail, use

39’ sticks crop bolt holes and weld together: 145.5’ on righthand and 181.5’

SECTION 01 11 00 Page 13 of 14 on lefthand, provide 7 each 115# thermowelds, 1 pair righthand and 1 pair lefthand 115/9040 comp bars. SAD 150 LF to comp. Past comp on RR231 replace

25 grade ties SAD 100 LF, provide 2 joint bonds and 1 track bond. Install a new 3 tie bump post after NDT has been completed.

SAD on RR230 and RR229

Provide 600 tons of #4 ballast and SAD the open track areas (1,738 LF on RR230 and 5 each #8 turnouts, B.2738 track 175 LF, B.2727A track 161 LF and B.2727B track 245 LF. 542 LF on RR229 and 1 each #8 turnout. Does not include the excavated and recovered areas lineal footage described in the

SOW.

Perform Non Destructive Testing (NDT): Active track: on RR228 from RR085 to

RR230 (6,893'), RR228A B.2735 (472’), RR230 main track (2,977') along with

B.2738 (411'), B.2739 (270') and both sides of B.2727 (1,382'); and RR229 from bump post at tail end to West end of track at B.2728 (1,176'). There are 9 turnouts to go through. Mothballed track: RR229 from Railer Station

0+00 (RR229 turnout) to Railer Station 3+17 (gap at B.2737) (317’), RR229 from Railer Station 4+35 (Gap next to B.2737) to Railer Station 19+77 (gap at West end of B.2728) (1,542’), RR231 from Railer Station 0+00 (1TR231) to

Railer Station 5+42 (connection of rebuilt track at West end of B.2728)

(542’). There is 1 turnout to go through.

Mark clearance points at these locations: RR228/RR085, RR228/RR228A, RR230/B.2738 West, RR230/B.2738 East, RR230/B.2739, RR230/B.2727B, RR230/B.2727A, RR230/RR229.

1.1.3 Location

The work shall be located at Naval Support Activity Crane. Building 2728

Crane Flexible Manufacturing Complex (CFMC)(formerly known as the Rockeye Area) as indicated in the construction documents. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Before work is started, the Contractor shall arrange with the Contracting

Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

A contractor laydown area is planned for the area. This will be determined at the construction meeting and site visit.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00 Page 14 of 14

1.4 EXCAVATION

Obtain digging permits prior to start of excavation. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

1.4.1 NOTIFICATION OF EXCAVATION

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 14 00 Page 1 of 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Passes and Badgess

1.3.1.3 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied Buildings

1.3.5 Utility Cutovers and Interruptions

1.4 SECURITY REQUIREMENTS

PART 2 PRODUCTS

SECTION 01 14 00 Page 2 of 6

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States shall also include the Territory of Guam.

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Work shall be performed within 365 calendar days after award.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies shall be coordinated with Contracting Officer.

c. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of two calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas and at all times in construction zones. Do not enter any restricted areas unless required to do so and until cleared for such entry. The

Contractor's equipment shall be consipicuously marked for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone…