SP470218R0524_Amendment_0005.pdf

PDF 4 MB Posted Aug 20, 2018

Attached to: M&R TO PAVEMENT Federal contract opportunity
Solicitation number: SP4702-18-R-0524
Issued by: Defense Logistics Agency Land and Maritime

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AMENDMENT 0005

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File	Type	Posted
SP470218R0524_Amendment_0006.pdf	PDF	Aug 22, 2018
SP470218R0524_Amendment_0004.pdf	PDF	Aug 16, 2018
SP470218R0524_P00003.pdf	PDF	Aug 8, 2018
SP470218R0524_Amendment_0002_.pdf	PDF	Jul 28, 2018
SP470218R0524_Amendment_0001_.pdf	PDF	Jul 16, 2018
SP4702-18-R-0524.pdf	PDF	Jul 16, 2018

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SP4702-18-R-0524

Amendment 0005

SP4702-18-R-0524 CSC 18723 M&R TO PAVEMENTS FY18 "QUESTIONS & REPLIES"

Here are the clarifications to the bidder’s few questions that Government received on August 17, 2018:

1. How are you expecting the parking lots to be phased? They are full during the day, so each phase will relocate a good amount of cars. Is there a limit to how much we can take at one time?

Will the DLA provide temporary parking for these cars?

Reply: The parking lot shall NOT be phased for milling & resurfacing work. One parking lot will be closed at a time. Cars shall be parked/relocated to the nearest parking lots within

DSCC.

2. Who will be notifying the buildings and their occupants about when they will need to relocate their cars and parking?

Reply: The Representative of the Contracting Officer (COR) will perform this task in accordance with the approved construction schedule.

3. Per Sheet 7 of 17 we have to extend the Truck Turning Pads by 20’. One of those pads is only 17’=6” from an electrical pad. How would like us to proceed since we can’t get the full 20’? Also, in the event that we do go to the pad, there should be bollards or some barrier protecting the electrical on the pad. This also brings up running into the electric utility since we are going down 24” at this location and will most likely hit electric.

Reply: Pad Extension: The pad at the Section 12 of Building 30 dock area shall be reduced by 12 feet as shown on the revised sheet 7 of 17. No need to install bollards at this location. See revised drawing sheet 7 of 17 for clarification.

4. The cart path in question can hardly be milled away. It is far too unleveled and there is a chance there isn’t even enough asphalt there to mill down 2”. We are recommending either a removal and reinstall of the path or just an overlay to level it out.

Reply: Contractor shall provide Asphalt overlay to level it out. No milling is required for the cart path. See revised drawing sheet 9 of 17.

5. Is there a limit as to how long construction can occupy a parking lot or road. Duration will vary based on amount and size of crackfill and if re-basing is needed.

Reply: No.

6. We cannot seem to find areas of stone replacement in FMS yard.

Reply: See revised drawing sheet 13 of 17 (attached) for the FMS Graveled Parking Lot.

7. I have attached an area that was determined to have definite ponding. This was supposed to be brought to light PRIOR TO BID. We can install a catch basin at this location to correct this issue.

Reply: Regrade the area to create positive drainage to the nearest catch basin. No additional catch basin is required.

8. After the Curb and Gutter gets installed on 16th Blvd. there will be approximately a 1” gap from gutter to pavement. Where is the detail that shows what need to happen in that gap?

SP4702-18-R-0524 CSC 18723 M&R TO PAVEMENTS FY18 "QUESTIONS & REPLIES"

Reply: Detail is not shown, Gap will be filled with asphalt to create smooth transition from pavement to gutter.

9. The crackfill could be a large dollar value or a small dollar value. There is no way to quantify the amount until we remove asphalt. Since there is so much milling taking place, the range of possibility is so large for crackfill and sandblasting, compressed air, and filling is expensive. Since the Corp will be evaluating all cracks after the milling is complete, can we get this scope changed over to just submitting a unit cost for each crackfill repair method?

Reply: Yes, unit price for the crack filling is acceptable.

Contractor shall estimate the crack filling costs for the quantities as specified in the crack repair note # 2 (A) & (B) on sheet 2 of 17. Estimated quantities will be addressed by contract modification after actual crackfill requirement is identified on the field.

Replies Prepared By: M. Rustam Ali, Project Engineer, DF-FCIE, and Date: August 20, 2018

DLA ENTERPRISE SUPPORT

I S

DEFENSE

AGENCY

B ld g

V E

N T

V E

N T

P U

B L I C

A F

E T

A C

I L I T

S P

4702-18-R -0524

A m endm ent 0005

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-18723

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M & R TO PAVEMENT, FY18

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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CUSTOMER

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PROJECT ENGINEER

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CHIEF, DF-FCIE

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20 FEB 18

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DF-FCI

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PROJECT COORDINATE

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COVER SHEET

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1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO FIELD VERIFY THE EXACT EXTENT OF

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WORK, WORKING CONDITIONS AND CONSTRAINTS, PRIOR TO BIDDING.

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2. DIMENSIONS SHOWN ON THE DRAWING SHALL BE VERIFIED IN THE FIELD. THE CONTRACTING

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3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CONTRACTING OFFICER, THE

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SCHEDULE OF WORK.

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4. ANY DAMAGE DONE TO GOVERNMENT PROPERTY DURING WORK/CONSTRUCTION SHALL BE REPAIRED IN

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KIND AND APPROVED/ACCEPTED BY THE GOVERNMENT.

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5. ALL ADDITIONAL WORK PERFORMED BEYOND THE REQUIRED BASE CONTRACT, PRIOR TO THE APPROVAL

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OF THE CONTRACTING OFFICER, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STRUCTURES AND OTHER

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PROTECTIVE DEVICES NECESSARY FOR THE EXECUTION OF THE WORK.

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7. CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY CODES.

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8. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY.

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9. THE CONTRACTOR SHALL USE APPROPRIATE CONTROLS TO PREVENT MATERIAL FROM ENTERING THE STORM

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OF WORK.

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DUBLIN GRANVILLE

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WORTHINGTON

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RD.

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RIVERLEA

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WESTERVILLE

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GRANVILLE

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RD.

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MILLERSBURG

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HAMILTON RD.

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NEW

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ALBANY

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MORSE RD.

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COLUMBUS-WOOSTER

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PIKE

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CANAL

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WINCHESTER

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GROVEPORT

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PORT COLUMBUS

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INTERNATIONAL

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17TH

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GROVE CITY

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STRING

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TOWN

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RD.

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LANE AVE.

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GRANDVIEW

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HEIGHTS

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OBETZ

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S. HIGH ST.

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W. BROAD ST.

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E. BROAD ST.

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MAIN ST.

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BEXLEY

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WHITEHALL

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JAMES

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RD.

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N. HIGH ST.

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BRICE

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COLUMBUS

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COLUMBUS

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AND VICINITY

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SCALE IN MILES

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DCSC

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VICINITY MAP

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NORTH

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WORK LOCATION SEE SHEET 2

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%%UGENERAL NOTES;

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INDICATES SECTION NUMBER

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WHERE SECTION

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INDICATES DIRECTION

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OF CUTTING PLANE

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SHEET NUMBER

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WHERE SECTION

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INDEX OF DRAWINGS

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TITLE

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CENTER - COLUMBUS

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PROJECT NO.

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CSC-18723

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M & R TO PAVEMENT, FY18

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DEFENSE SUPPLY

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SHEET NO.

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COVER SHEET

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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USPFO PROJECT

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LOCATION

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(BY OTHERS)

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(BY OTHERS)

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25MPH

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MARYLAND AVENUE

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PATTON LANE

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JACKSON

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BLVD.

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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JAMES ROAD

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PRO SHOP

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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DETENTION AREA 1

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ACCESS ROAD

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PARKING LOT

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PARKING LOT

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"H" STREET

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12" WATER

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12" WATER

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AT/FP

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STANDOFF

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DISTANCE

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GREEN AREA

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COURSE

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POOL

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RESPONSE

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APPROACH

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KEY SITE PLAN - ASPHALT PAVEMENT

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NOT BE HELD ACCOUNTABLE FOR ANY LIABILITY OR MISHAP THAT MAY BE

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SO AS NOT TO DAMAGE OR INTERRUPT THE SERVICES. THE GOVERNMENT WILL

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MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION

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INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR

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1. ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE

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INCURRED, DURING THE CONTRACT PERIOD.

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BLDG. 2 NORTH, AND SOUTH PARKING LOTS PLANS

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DRIVEWAY AND BLDG. 308 EAST PARKING LOT PLANS

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PAVEMENT MARKINGS DETAILS AND CONSTRUCTION NOTES

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DETAILS AND FLOWABLE FILL MATERIAL NOTES

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STANDARD DETAILS AND NOTES

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DETAILS AND NOTES

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PERIMETER SERVICE ROAD

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GENERAL NOTES AND LEGEND

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REVISED DWG SHEETS 4,5,6,7,12 & 13

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REVISED DWG SHEETS 7, 9 AND 13

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DEFENSE

AGENCY

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AutoCAD SHX Text 793.8

AutoCAD SHX Text 793.1

AutoCAD SHX Text 792.8

AutoCAD SHX Text 793.0

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.1

AutoCAD SHX Text 793.0

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.2

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AutoCAD SHX Text 793.0

AutoCAD SHX Text 792.7

AutoCAD SHX Text 792.8

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AutoCAD SHX Text 792.6

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AutoCAD SHX Text 792.8

AutoCAD SHX Text 792.9

AutoCAD SHX Text 793.0

AutoCAD SHX Text 792.9

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AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.0

AutoCAD SHX Text 792.9

AutoCAD SHX Text 793.0

AutoCAD SHX Text 793.1

AutoCAD SHX Text

STOCK PILE

AutoCAD SHX Text

STOCK PILE

AutoCAD SHX Text

AREA U/C

AutoCAD SHX Text

AREA U/C

AutoCAD SHX Text

CONC

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ASPH

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ASPH

AutoCAD SHX Text W

AutoCAD SHX Text

15,762 SQ. FT.

AutoCAD SHX Text

10,055.25 SQ. FT.

AutoCAD SHX Text

5,590.34 SQ. FT.

AutoCAD SHX Text 792.8

AutoCAD SHX Text 792.6

AutoCAD SHX Text 792.5

AutoCAD SHX Text 792.4

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AutoCAD SHX Text 792.1

AutoCAD SHX Text 791.8

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AutoCAD SHX Text 793.0

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AutoCAD SHX Text

RIM EL= 791.70' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM EL= 792.42' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM EL= 792.03' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM EL= 791.98'

AutoCAD SHX Text

INV= 783.09'

AutoCAD SHX Text

INV= 783.07'

AutoCAD SHX Text

RIM EL= 792.48'

AutoCAD SHX Text

INV= 784.81'

AutoCAD SHX Text

INV= 784.80'

AutoCAD SHX Text

AREA U/C

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CONC

AutoCAD SHX Text

ASPH

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ASPH

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ASPH

AutoCAD SHX Text S

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AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text D

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AutoCAD SHX Text 45C

AutoCAD SHX Text

AutoCAD SHX Text 1/4"/ 1'

AutoCAD SHX Text

(4) LAYERS OF 5" DEEP ODOT 304

AutoCAD SHX Text

2" INTERMEDIATE ASPHALT COURSE

AutoCAD SHX Text

2" ASPHALT WEARING COURSE

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

%%USECTION - TYPICAL SECTION OF ASPHALT CONCRETE

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%%UPAVEMENT FOR TRUCK ROAD TURNING PAD

AutoCAD SHX Text

PREPARE EXISTING

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SUBGRADE

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AutoCAD SHX Text L

AutoCAD SHX Text

EXIST. STONE BASE

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EXISTING STORM

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EXIST 18' PARKING SET BACK

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19'-24' FROM BUILDING 30

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EXISTING

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SUBGRADE

AutoCAD SHX Text GRADE AND FILL PROPOSED GRASSED AREA WITH 4" TOPSOIL. SEED WITH BLUEGRASS @ 4LB/MSF BY HAND PUSH SPREADER AND MULCHED WITH 1" DEEP HAY MULCHING BY A POWER MULCHER PER SPECIFICATIONS.

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BUILDING WALL

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%%UNOTES FOR GREEN AREA ONLY:

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ALL PROJECT COMPACTION REQUIREMENTS

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SHALL BE ACCOMPLISHED WITH A VIBRATORY

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COMPACTOR.

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PROJECTS AREAS IMPACTED BY DEMOLITION

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OR INSTALLATION OPERATIONS SHALL BE

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RESTORED TO ORIGINAL CONDITION.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

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TACK COAT

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0.1 GAL/SQ. YD.

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COMPACT EACH LAYERS 95%%% COMPACTION

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6" PERFORATED PIPE

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UNDERDRAIN WITH DRAIN

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FABRIC SOCK OR WRAP

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GUARD FILTER FABRIC SOCK

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(TYPICAL BOTH SIDES)

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ON PLAN FOR TRUCK PADS

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EXIST. TRUCK BED

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STORM INLET

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TO BE ADJUSTED

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PER SITE C0NDITION

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(TYP)

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%%UNOTE:

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NEW TRUCK BED

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CRUSHED LIMESTONE.

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DETAIL C/7 - 21'-6" ONLY.

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AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

EXIST. TRUCK PAD

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TO REMAIN

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ASPH

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

ADD NEW TRUCK PAD

AutoCAD SHX Text

100' X 20' ASPHALT

AutoCAD SHX Text

PAVEMENT

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ADD NEW TRUCK PAD

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100' X 8' ASPHALT

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EXIST. TRUCK PAD

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TO REMAIN

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ASPH

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EXISTING ELECTRICAL

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CONCRETE PAD

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(DO NOT DISTURB)

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PAVEMENT

AutoCAD SHX Text Approved by:

AutoCAD SHX Text Sheet of

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AutoCAD SHX Text reference

AutoCAD SHX Text number:

AutoCAD SHX Text Description

AutoCAD SHX Text Date

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-18723

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M & R TO PAVEMENT, FY18

AutoCAD SHX Text 5-426

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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CUSTOMER

AutoCAD SHX Text Date:

AutoCAD SHX Text Plot Date:

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AutoCAD SHX Text Designed by:

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PROJECT ENGINEER

AutoCAD SHX Text Submitted by:

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CHIEF, DF-FCIE

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20 FEB 18

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DF-FCI

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PROJECT COORDINATE

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NO SCALE

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KEY PLAN - BLDG. 30 SOUTH SIDE-EXTENSION OF TRUCK TURNING PADS

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NORTH

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NO SCALE

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SOUTH PARKING LOTS

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NORTH

AutoCAD SHX Text BLDG. 43 NORTH & SOUTH, BLDG. 47 SOUTH PARKING LOTS AND BLDG 30 SOUTH SIDE EXTENSION OF TRUCK TURNING PADS PLANS AND SECTION

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PLAN - BLDG. 43 NORTH &

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AutoCAD SHX Text A

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ENLARGED DETAIL

AutoCAD SHX Text GENERAL SHEET NOTES 1. SEE CONSTRUCTION NOTES ON SHEET 17 OF 17. SEE CONSTRUCTION NOTES ON SHEET 17 OF 17. 2. GRAYED AREA - NEW PAVEMENT RESURFACING 2-INCH MINIMUM. PROVIDE CRACK REPAIR ON THE MILLED PAVEMENT PRIOR TO RESURFACING. PROVIDE PAVEMENT MARKING AS SHOWN IN THIS DRAWING. 3. EXISTING CATCH BASIN, REMAIN UNDISTURBED AND MATCH WITH NEW RE-SURFACED ASPHALT, PROVIDE PROTECTIVE MEASURES DURING THE WORK. 4. DO NOT DISTURB EXISTING UTILITIES, AND PROTECT EXISTING MANHOLES, CURB AND GUTTERS, AND OTHER EXISTING STRUCTURES OTHERWISE NOTED. 5. LIMITS OF WORK AREA, CONDITIONS SHOWN OUTSIDE OF LIMITS ARE FOR REFERENCE ONLY. 6. EXISTING ISLAND, DO NOT DISTURB. 7. SEE SHEET 16 DETAILS A, B, C, D, & E FOR PAVEMENT SECTION DETAILS. 8. SURVEY ELEVATIONS SHOWN HEREIN ARE OBTAINED FROM THE ORIGINAL AS-BUILT DRAWING. THE SURVEY DATA IS FOR INFORMATION ONLY.

AutoCAD SHX Text NOTES FOR CATCH BASIN AND DRAINAGE IMPROVEMENTS: 1. PAVEMENT AROUND THE EXISTING CATCH BASINS SHALL BE MILL AND PAVEMENT AROUND THE EXISTING CATCH BASINS SHALL BE MILL AND RESURFACING TO CREATE POSITIVE DRAIN TO THE CATCH BASINS. 2. PAVEMENT AROUND OTHER MANHOLES (I.E. TELECOM, SANITARY STORM, PAVEMENT AROUND OTHER MANHOLES (I.E. TELECOM, SANITARY STORM, ELECTRIC DUCT, ETC.) SHALL BE MILL AND RESURFACING TO CREATE DRAINAGE AWAY FROM THOSE MANHOLES. 3. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE IS THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE IS ANY AREA WHERE POSITIVE DRAINAGE REPAIR CANNOT BE ACHIEVED PRIOR TO BID. . 4. CONTRACTOR SHALL INCLUDE ALL ADDITIONAL COST FOR PAVEMENT CONTRACTOR SHALL INCLUDE ALL ADDITIONAL COST FOR PAVEMENT MATERIAL, LABOR, AND EQUIPMENTS ASSOCIATED WITH DRAINAGE REPAIR IN THE BID AS THE UNIT COST FOR MILL AND RESURFACING. GOVERNMENT IS NOT RESPONSIBLE FOR ANY ADDITIONAL COST ASSOCIATED WITH POOR DRAINAGE REPAIR IN THE PROJECT AREA. 5. CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON THE PAVEMENT TO SHOW POSITIVE DRAIN AT ALL CATCH BASIN AREAS WITHIN THE PROJECT LIMIT OF MILL AND RESURFACING. 6. ALL THE UTILITIES (I.E. CATCH BASIN, MANHOLES, AND ETC.) SHOWN IN ALL THE UTILITIES (I.E. CATCH BASIN, MANHOLES, AND ETC.) SHOWN IN THE DRAWING IS INFORMATION ONLY, AND THE LOCATIONS ARE NOT NOT ACCURATE. CONTRACTOR SHALL WALK THROUGH THE SITE AND LOCATE ALL UTILITIES PRIOR TO BID. 7. ESTIMATED WORK AREA IS FOR BID PURPOSE WHICH IS BELIEVED ESTIMATED WORK AREA IS FOR BID PURPOSE WHICH IS BELIEVED SLIGHTLY HIGHER THAN ACTUAL AREA MEASURE USING CAD TOOL. THE CONTRACTOR SHALL EVALUATE THE ACTUAL WORK AREA. IF CONTRACTOR'S MEASUREMENT IS HIGHER THAN THE ESTIMATED VALUE, THE CONTRACTOR SHALL BID THE WORK USING THEIR NUMBER AND PROVIDE THE EVIDENCE IN THE BID.

AutoCAD SHX Text

1. TYPE, SIZE AND LOCATIONS OF THE NEW PAVEMENT MARKINGS SHALL BE TYPE, SIZE AND LOCATIONS OF THE NEW PAVEMENT MARKINGS SHALL BE IDENTICAL TO THE EXISTING PAVEMENT MARKINGS, OTHERWISE NOTED. 2. CONTRACTOR SHALL INCLUDE PAVEMENT MARKING PLAN IN THE WORK CONTRACTOR SHALL INCLUDE PAVEMENT MARKING PLAN IN THE WORK PLAN. 3. SEE SHEET 17 OF 17 FOR PAVEMENT MARKING DETAILS.SEE SHEET 17 OF 17 FOR PAVEMENT MARKING DETAILS.

AutoCAD SHX Text

NOTES FOR PAVEMENT MARKINGS:

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LEGEND

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2-INCH MILL AND RESURFACE

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REVISED A/10 TO A/7

AutoCAD SHX Text A

AutoCAD SHX Text 8-3-18

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ENLARGED DETAIL

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AutoCAD SHX Text

REVISED TO ADD DETAIL C/7

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AutoCAD SHX Text 8-20-18

AutoCAD SHX Text M.R.A

AutoCAD SHX Text B

AutoCAD SHX Text

EXISTING CONDITION

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DETAIL - NEW TRUCK PAD

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AutoCAD SHX Text B

I S

DEFENSE

AGENCY

S P

4702-18-R -0524

A m endm ent 0005

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Au…

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