Addendum _2.pdf

Addendum Number 2

ITB #24-033 Path 400 Trail Extension (Sandy Springs City Limit to S. of Johnson Ferry Road) Fulton

County Pl No. 0015023)

COMPLETE THIS ADDENDUM, SIGN and SUBMIT with the ITB

RESPONSE DUE DATE: April 12, 2024 2:00 p.m.

To All Prospective Offerors: In reference to the ITB listed above, the following answers to questions, additions, deletions and changes are hereby incorporated into the ITB:

Number Question Response

1. Would any consideration be given to week postponement due to Spring Break for many schools at this time?

Yes.

2. Will the contractor be allowed staging and laydown space in the old toll plaza yard?

Contractor shall coordinate with Contractor that leases the old toll plaza yard from GDOT for access and use.

3. Would weathering steel be an acceptable alternate for both H-piles and W-beams, provided that the beams are back-painted per GDOT specs at each bent location?

The contractor shall follow GDOT specification and the contract drawings.

Proposed beams are to be Grade 50W.

4. Are there BFI and WFI reports that can be shared for this project?

BFI and WFI are provided for information only.

5. Can the Geo Tech report be provided? BFI and WFI are provided for information only.

6. Alternatively to the (as designed) welded splices for the W-Beams, would bolted splices be acceptable?

Bolted splices are acceptable.

7. Will temporary closures of the on/off ramp be permitted for bridge related construction and erection?

Refer to GDOT Specification 150.

8. Will night work be permitted for bridge related work over the on/off ramp?

9. Please clarify what licenses will be required to submit a bid.

Bidders must be GDOT pre-qualified if the bid submitted is in excess of $2M and bids less than $2M the bidder shall be GDOT pre-qualified or a GDOT registered sub-contractor.

10. Will the bid schedule be reissued without the Engineer's trailer in each segment? Or should the cost be broken out between the different segment?

The bid schedule will be reissued with the Engineer’s trailer removed from Segment 3A and 3B.

11. Please confirm Ch-C stabilization is concrete channel stabilization

The line style “Ch-C” denotes concrete channel stabilization.

12. Will construction access be available at Powder Horn Road?

Yes.

13. Could you please verify the qty of paved concrete ditch 4 IN on Segment 3B?

See updated bid tabulation for quantity of paved concrete ditch 4IN.

14 In Article II Section 2.5.1 of the Contract Agreement, the self-perform requirement is stated to be 51%. Can this be reduced to 30% and confirmed that Specialty Items are exempt per Section 108 of the GDOT specifications?

Self-perform reduction is not permitted except as specified in Section 108.

Referencing Specialty Items, adhere to Section 108.

15. In Article II Section 2.4.1 of the Contract Agreement, work hours are stated to be between 8am and 5PM? Can you please confirm if there is no work to be performed outside of these hours or just no work within the roadway?

All work shall be performed per Article II Section 2.4.1. with the exception of work specific to the prefabricated truss bridge over Glenridge Connector ramps.

16. Will Vibration Monitoring for existing structures be required for this project? If so, can a specification and a bid item please be added for each segment? Typically, this is required when any construction activities take place within 75 feet of an existing structure.

Vibration monitoring is not required.

17. According to Note 5 under the Pipe Culvert Material Alternates Table on 04-0001, all pipe within 5 feet of an MSE wall are to be Class V RCP. Can the summary of quantities please be revised and bid items added to reflect this? This affects the pipe on plan sheets 32-

Summary of Quantities and Bid Item Tab have been updated to include Class V RCP where within 5 feet of MSE walls.

0012, 32-0048, 32-0049, 32-0050, 32-0051, 32-0056, 32-0057, 32-0062, 32-0064, and 32- 0072.

18. Can the SR400 Exit and Entrance ramps for Glenridge Connector be temporarily closed and detoured to set the proposed prefabricated bridge or must the road remain open to traffic?

19. Can a supplier please be provided for the Bicycle Rack?

Yes, please review upload in Public folder named “PATH 400 Bike Rack Detail”

20. The bid items "CABLE, TP RHH/RHW, AWG

NO 4", "CABLE, TP RHH/RHW, AWG NO 2",

and "CONDUIT, NONMETL, TP 2, 2 IN" are listed as per EA. Can these please be revised to per LF?

Bid Item Tab has been updated to LF.

21. Is the statement of Pipeline Contractor's Minimum Qualifications as outlined in the appendix to Special Provision Section 670 and the corresponding paperwork required to be submitted with the bid? Or can this requirement be waived and the qualification packet provided post bid submission?

The Pipeline Contractor’s Minimum Qualifications may be submitted post bid.

The Pipeline Contractor must be approved by the utility owner prior to commencement of utility work.

22. Can the geotechnical reports be provided. BFI and WFI are provided for information only.

23. Could you please clarify where the city intends to use asphalt shoulder on typical section 05-003 for the Path 400 trail job? We noticed that there isn't a pay item associated with it for both 25mm Superpave and 19mm Superpave on the bid form.

Detail has been removed.

24. Could you please clarify the payment procedure for the backfilling of the MSE wall on the project? Should the backfilling of the MSE wall be considered incidental to the cost of the wall itself, or will there be a separate line item added for MSE wall backfill ?

Backfill for the MSE wall is considered incidental to the cost of the MSE wall.

25. Could you please provide the Bridge foundation report and wall foundation analysis specifically related to the shoulder pile wall on the project?

BFI and WFI are provided for information only.

26. Could you please confirm whether the city has identified access points for the Path 400 trail job construction, and if so, would they be willing to share this information with the General Contractor?

Access points are at the discretion of the contractor. Access is available from various public right of way points along the project

27. On Segment 3A, can the city verify the qty of Guardrail, TP W?

The quantity of Guardrail, TP W has been revised.

28. Are we permitted to utilize an in-place steel deck system (pour Super Structure) for the construction of the Bridges on the project?

Yes, Stay in place forms are allowable.

29. Regarding landscaping maintenance, is irrigation or watering necessary? If so, what duration is recommended for optimal maintenance?

Refer to GDOT Specification.

30. Could you provide information on the Davis- Bacon wages applicable to the Path 400 trail project?

In accordance with FHWA 1273 (Exhibit C of the Contract), requirements of the Davis-Bacon Act must be met. A copy of the current Davis-Bacon minimum wage rates are included in the Public Files for highway construction in Fulton County have been included in the addendum

31. Concerning the bid form's requirement for a Field Engineer's Office, is it necessary to establish one for each segment specified in the bid. If not can the bid form be revised?

Refer to Question #10.

32. Can you please provide detailed specifications or guidelines regarding the 2' Paved Shoulder requirement outlined in the plans?

The 2’ paved shoulder adjacent to the proposed multiuse path shall be constructed with 6” concrete – same as the trail paving.

33. Both Segments 3A and 3B show lines MM and SS on the Summary Sheet. Should these lines only be in Segment 3B?

Drainage systems MM and SS should only be shown in Segment 3B. Bid items and the summary of quantities have been updated accordingly.

34. Please provide a copy of the Bridge Foundation Investigation and Wall Foundation Reports

BFI and WFI are provided in the public files in Bonfire.

35. Will in-shop welding inspections be performed by GADOT? Does GADOT cover the costs?

GDOT will provide inspections and oversight over the fabrication process at no cost to the contractor.

36. Please confirm the railing on the pedestrian bridges sheet (35-0033) is to only be 42" tall?

Additionally, is the railing to match the detail on the drawing sheet (35-0014)?

The fencing on the pedestrian bridges on sheet 35-0033 should be 10’-0” tall. The plans and SP 534 have been updated to specify fencing details and materials

37. One of our Bridge Manufacturers has brought up a question that they have concern about. Please see if this can be answered by the engineer:

“The language below is used in giving the welding requirements for both the rolled girder spans and the truss bridge spans on this project. This is a manual stick weld process that will be extremely time consuming and very expensive. We usually only see this requirement in vehicular bridge applications. Typically, we are allowed to flux core weld on pedestrian bridges with GDOT.

We need to confirm if this shielded metal arc welding is required of if flux core welding will be allowed. This could literally take close to a year to stick weld all this.”

Welding-All Welding on Georgia DOT Projects shall be performed by GDOT certified welders that have in their possession a current welding certifications card issued by the office of materials and testing, use only E70XX (Excluding E7014 and 7024) Low Hydrogen Electrodes for manual shielded metal and arc welding of carbon steel. Use only E8018-C3 electrodes for manual shielded metal arc welding of weathering stee;

The contractor shall follow the GDOT Specification and normal GDOT process for the fabrication of the truss. The manual stick weld process listed in the notes is in case of field work or stick welding is required.

38. Contract drawing 33-0001 Noise Barrier Envelopes were not included in the contract drawing set. Without this drawing, we are unable to bid on the noise wall scope. Please provide drawing 33- 0001.

Please review Updated Final plans with the revised date of 3-15-23, it is available in the public files in Bonfire.

39. Within the ITS plans provided (28-0001 through 28-0013) there is considerable LF’ age of duct bank removal and duct bank installation to be done. There are no bid items provided, nor any discussion within the technical manual as to measurement, payment, or construction details on this duct bank. Are these duct banks by others, or should we include an allowance for this duct bank?

Include allowance for duct bank removal and installation in bid submitted for items 610-0500 REM EXISTING CABLE and 935-XXXX FIBER

40 Could you please provide any available geotechnical/subsurface condition data? We are currently unable to determine how much rock vs. soil excavation will be required for the MSE walls. Rock excavation, being 4x more expensive than soil excavation, represents either a major cost risk for us, or we’d have to unfairly inflate our bid to cover any and all material as if it where rock. If no geotechnical data can be provided, we’d recommend adding a bid item to measure and pay for rock excavation in case rock is encountered.

Please see response to question #22.

Updates:

2024 Davis Bacon Wage Rates shall be provided in the public files in Bonfire.

Special Provision 0015023-SP 643 Bridge Fencing shall be provided in the public files in Bonfire.

The Path400 Bike Rack Detail shall be available in the public files in Bonfire.

The revised Final Plan Segments for 0015023 1, 3A, 3B with the revision date of 3-15-24 is available in the public files in Bonfire.

The approved WFI and BFI are available in a zip file called “Approved WFI and BFI Geotechnical Plans”

Updated Bid Tabs are also being provided for Segment 1, Segment 3A, and 3B, the information shall be provided in the requested information in Bonfire.

Updated Bid Tab 0015023 CSS Segment 1

ROADWAY

ITEM

NUMBER

ITEM DESCRIPTION UNITS QUANTITY UNIT

PRICE

COST

150-

TRAFFIC CONTROL - 0015023 1 LS

153-

FIELD ENGINEERS OFFICE TP 3 1 EA

156-

GPS DATA COLLECTION AND SUBMITTAL 1 LS

210-

GRADING COMPLETE - 0015023 1 LS

441-

CONC SIDEWALK, 6 IN 1388 SY

441-

CONC SIDEWALK, 8 IN 40 SY

515-

HANDRAIL SPECIAL DESIGN 1354 LF

641-

GUARDRAIL, TP T 79 LF

641-

GUARDRAIL, TP W 54 LF

641-

GUARDRAIL ANCHORAGE, TP 1 3 EA

643-

BARRIER FENCE (ORANGE), 4 FT 3524 LF

682-

CONDUIT, NONMETL, TP 2, 2 IN 2325 LF

754-

WASTE RECEPTACLE UNIT 1 EA

754-

BENCH 1 EA

754-

BICYCLE RACK 1 EA

900-

BOLLARDS 2 EA

900-

REMOVABLE BOLLARDS 2 EA

937-

SECURITY CAMERA 1 EA

999-

TRAIL COUNTER 1 EA

PAVEMENT

310-

GR AGGR BASE CRS, INCL MATL 9 TN

402-

RECYCLED ASPH CONC 12.5 MM

SUPERPAVE, GP 2 ONLY, INCL BITUM

MATL & H LIME

4 TN

413-

TACK COAT 3 GL

500-

CLASS B CONC, BASE OR PVMT

WIDENING

3 CY

DRAINAGE

441-

PLAIN CONC DITCH PAVING, 4 IN 152 SY

500-

CLASS B CONCRETE 9 CY

500-

CLASS A CONCRETE, INCL REINF STEEL 6 CY

511-

BAR REINF STEEL 97 LB

550-

STORM DRAIN PIPE, 18 IN, CLASS V 45 LF

550-

STORM DRAIN PIPE, 54 IN, CLASS III 42 LF

603-

STN DUMPED RIP RAP, TP 1, 24 IN 3051 SY

603-

STN DUMPED RIP RAP, TP 3, 18 IN 85 SY

603-

PLASTIC FILTER FABRIC 3136 SY

668-

DROP INLET, GP 1 3 EA

668-

DROP INLET, GP 1, ADDL DEPTH 8 LF

668-

STORM SEWER MANHOLE, TP 1 2 EA

668-

STORM SEWER MANHOLE, TP 1, ADDL

DEPTH, CL 2

9 LF

TEMPORARY EROSION CONTROL

163-

TEMPORARY GRASSING 2 AC

163-

MULCH 67 TN

163-

CONSTRUCT AND REMOVE

CONSTRUCTION EXITS

2 EA

163-

CONSTRUCT AND REMOVE RIP RAP

CHECK DAMS, STONE PLAIN RIP

RAP/SAND BAGS

3 EA

163-

CONSTRUCT AND REMOVE ROCK FILTER

DAMS

1 EA

163-

CONSTRUCT AND REMOVE INLET

SEDIMENT TRAP

5 EA

165-

MAINTENANCE OF TEMPORARY SILT

FENCE, TP C

3072 LF

165-

MAINTENANCE OF CHECK DAMS - ALL

TYPES

45 LF

165-

MAINTENANCE OF CONSTRUCTION EXIT 2 EA

165-

MAINTENANCE OF INLET SEDIMENT

TRAP

5 EA

165-

MAINTENANCE OF ROCK FILTER DAM 1 EA

165-

MAINTENANCE OF CONSTRUCTION EXIT

TIRE WASH AREA (PER EACH)

1 EA

167-

WATER QUALITY MONITORING AND

SAMPLING

5 EA

167-

WATER QUALITY INSPECTIONS 18 MO

171-

TEMPORARY SILT FENCE, TYPE C 6144 LF

PERMANENT EROSION CONTROL

700-

PERMANENT GRASSING 4 AC

700-

AGRICULTURAL LIME 12 TN

700-

FERTILIZER MIXED GRADE 4 TN

700-

FERTILIZER NITROGEN CONTENT 200 LB

700-

SOD 639 SY

716-

EROSION CONTROL MATS, SLOPES 583 SY

SIGNING

636-

HIGHWAY SIGNS, TP 1 MATL, REFL

SHEETING, TP 11

9 SF

636-

GALV STEEL POSTS, TP 7 13 LF

636-

PATH FOUNDATION SIGNAGE,

WAYFINDING SIGNS, 6' SQUARE POST,

2 EA

POWDER COAT GRAY, DIRECT PRINT

PANEL

636-

PATH FOUNDATION SIGNAGE,

REGULATORY SIGNS, 6' SQUARE POST,

POWDER COAT GRAY, DIRECT PRINT

PANEL

2 EA

PAVEMENT MARKING

652-

SOLID TRAFFIC STRIPE, 5 IN, YELLOW 708 LF

652-

SOLID TRAF STRIPE, 24 IN, WHITE 7 LF

652-

SKIP TRAFFIC STRIPE, 5 IN, YELLOW 960 GLF

653-

THERMOPLASTIC PVMT MARKING,

WORD, TP 4

2 EA

653-

THERMOPLASTIC SOLID TRAF STRIPE, 8

IN, WHITE

154 LF

659-

HOT APPLIED PREFORMED PLASTIC

PVMT MKG, WORDS AND/OR SYMBOLS,

WHITE, TP P

2 EA

WALLS AND STAIRS

207-

FOUND BKFILL MATL, TP II (MSE Wall 5 - STA 140+07.00 to STA 145+80.00)

3 CY

500-

CLASS A CONCRETE 3 CY

511-

BAR REINF STEEL 266 LB

627-

MSE WALL FACE, 0 - 10 FT HT, WALL NO

500 SF

627-

MSE WALL FACE, 10 - 20 FT HT, WALL

NO -

7573 SF

627-

COPING A, WALL NO - 598 LF

627-

ADDITIONAL MSE BACKFILL 38 CY

627-

MSE WALL FACE, 0 - 10 FT HT, WALL NO

- (MSE Wall 6A - STA 142+50.00 to STA 146+90.00)

1713 SF

627-

MSE WALL FACE, 10 - 20 FT HT, WALL

NO -

1409 SF

627-

COPING A, WALL NO - 327 LF

500-

CLASS B CONCRETE, RETAINING WALL

(Gravity Wall 6B - STA 145+75.00 to STA 146+90.00)

35 CY

610-

REMOVE SOUND BARRIER (Noise Barriers)

2190 SF

624-

NOISE BARRIER, GROUND MOUNTED,

TYPE -

900 SF

STRUCTURES

207-

FOUND BKFILL MATL, TP II (Bridge 1 - STA 126+18.00 to STA 140+13.00)

36 CY

211-

BRIDGE EXCAVATION, STREAM

CROSSING

220 CY

500-

SUPERSTR CONCRETE, CL D, BR NO - 531 CY

500-

CLASS AA CONCRETE 340 CY

501-

STR STEEL, BR NO - 226008 LB

507-

PSC BEAMS, SPCL DESIGN, BR NO - 1914 LF

511-

BAR REINF STEEL 62026 LB

511-

SUPERSTR REINF STEEL, BR NO - 82928 LB

515-

HANDRAIL SPECIAL DESIGN - 54 IN 2787 LF

520-

PILING IN PLACE, STEEL H, HP 12 X 53 2260 LF

520-

PILING IN PLACE, STEEL H, HP 14 X 73 560 LF

520-

LOAD TEST, STEEL H, HP 12 X 53 1 EA

520-

LOAD TEST, STEEL H, HP 14 X 73 1 EA

520-

PILOT HOLES 748 LF

523-

DYNAMIC PILE TEST 13 EA

ITS

610-

REM EXISTING CABLE 450 LF

682-

PULL BOX, TYPE 4 2 EA

935-

F/O CABLE, LOOSE TUBE, SM, 12 FIBER 15 LF

935-

OSP F/O CABLE, LOOSE TUBE, SM, 24

FIBER

520 LF

935-

OSP F/O CABLE, LOOSE TUBE, SM, 144

FIBER

520 LF

935-

FIBER OPTIC SPLICE , FUSION 2 EA

935-

FIBER OPTIC CLOSURE, UNDERGROUND,

12 SPLICE

1 EA

LANDSCAPING

700-

CYNADON DACTYLON; BERMUDA

GRASS HYDROSEED

0.21 AC

700-

CYNADON DACTYLON; BERMUDA

GRASS

2393 SY

702-

ACER RUBRUM; RED MAPLE 4 EA

702-

AESCULUS PAVIA, RED BUCKEYE 22 EA

702-

AMELANCHIER x GRANDIF LORA

'AUTUM N BRILLIANCE’; AUTUM N

BRILLIANCE SERVICE BERRY

2 EA

702-

CARPINUS CAROLIANA; AMERICAN

HORNBEAM

5 EA

702-

CARYA GLABRA; PIGNUT HICKORY 4 EA

702-

FAGUS GRANDIFOLIA; AMERICAN

BEECH

4 EA

702-

HYME ROCALLIS x; DAY LILY 322 EA

702-

ILEX OPACA 'GREENLEAF’; GREENLEAF

AMERICAN HOILLY

13 EA

702-

ILEX x ’NELLIE R. STEVENS’; NELLIE R.

STEVE NS HOLLY

3 EA

702-

ILLICIUM PARVIF LORUM ; YELLOW

ANISE

61 EA

702-

JUNIPERUS VIRGINIANA; EASTERN RED

CEDAR

22 EA

702-

MUHLENBERGIA CAPILLARIS; MUHLY

GRASS

219 EA

702-

QUERCUS RUBRA; RED OAK 13 EA

702-

QUERCUS SHUMARDII; SHUMARD OAK 4 EA

702-

RHUS TYPHINA; STAGHORN SUMAC 42 EA

702-

PINE STRAW MULCH 402 SY

900-

#57 GRANITE GRAVEL 3.4 CY

MS4

169-

ENHANCED DRY SWALE, NO. - 1 EA

169-

ENHANCED DRY SWALE MAINTENANCE 1 EA

TOTAL BID:

Updated Bid Tab 0015023 CSS Segment 3A

ITEM

NUMBER

ITEM DESCRIPTION UNITS QUANTITY UNIT

PRICE

COST

150-

TRAFFIC CONTROL - 0015023 1 LS

156-

GPS DATA COLLECTION AND SUBMITTAL 1 LS

210-

GRADING COMPLETE - 0015023 1 LS

441-

CONC SIDEWALK, 6 IN 3343 SY

441-

CONCRETE HEADER CURB, 10 IN, TP 4 1498 LF

515-

HANDRAIL SPECIAL DESIGN 1381 LF

620-

TEMPORARY BARRIER, METHOD NO. 1 1180 LF

641-

GUARDRAIL, TP W 203 LF

643-

CH LK FENCE, ZC COAT, 6 FT, 9 GA 340 LF

643-

BARRIER FENCE (ORANGE), 4 FT 3468 LF

682-

CONDUIT, NONMETL, TP 2, 2 IN 2158 LF

754-

WASTE RECEPTACLE UNIT 1 EA

754-

BENCH 1 EA

754-

BICYCLE RACK 1 EA

937-

SECURITY CAMERA 1 EA

999-

TRAIL COUNTER 1 EA

DRAINAGE

441-

PLAIN CONC DITCH PAVING, 4 IN 1139 SY

500-

CLASS B CONCRETE 17 CY

511-

BAR REINF STEEL 230 LB

550-

FLARED END SECTION 24 IN, STORM DRAIN 2 EA

550-

STORM DRAIN PIPE, 18 IN, CLASS III 167 LF

550-

STORM DRAIN PIPE, 18 IN, CLASS V 72 LF

550-

STORM DRAIN PIPE, 24 IN, CLASS V 68 LF

603-

STN DUMPED RIP RAP, TP 3, 18 IN 9 SY

603-

PLASTIC FILTER FABRIC 9 SY

668-

DROP INLET, GP 1 15 EA

668-

DROP INLET, GP 1, ADDL DEPTH 31 LF

TEMPORARY EROSION CONTROL

163-

TEMPORARY GRASSING 2 AC

163-

MULCH 64 TN

163-

CONSTRUCT AND REMOVE CONSTRUCTION

EXITS

1 EA

163-

CONSTRUCT AND REMOVE SILT CONTROL GATE,

TP 3

2 EA

163-

CONSTRUCT AND REMOVE RIP RAP CHECK

DAMS, STONE PLAIN RIP RAP/SAND BAGS

33 EA

163-

CONSTRUCT AND REMOVE FABRIC CHECK DAM -

TYPE C SILT FENCE

19 LF

163-

CONSTRUCT AND REMOVE INLET SEDIMENT

TRAP

12 EA

165-

MAINTENANCE OF TEMPORARY SILT FENCE, TP C 2446 LF

165-

MAINTENANCE OF CHECK DAMS - ALL TYPES 780 LF

165-

MAINTENANCE OF SILT CONTROL GATE, TP 3 2 EA

165-

MAINTENANCE OF CONSTRUCTION EXIT 1 EA

165-

MAINTENANCE OF INLET SEDIMENT TRAP 12 EA

165-

MAINTENANCE OF CONSTRUCTION EXIT TIRE

WASH AREA (PER EACH)

1 EA

167-

WATER QUALITY MONITORING AND SAMPLING 2 EA

167-

WATER QUALITY INSPECTIONS 12 MO

171-

TEMPORARY SILT FENCE, TYPE C 4892 LF

PERMANENT EROSION CONTROL

700-

PERMANENT GRASSING 3 AC

700-

AGRICULTURAL LIME 9 TN

700-

FERTILIZER MIXED GRADE 3 TN

700-

FERTILIZER NITROGEN CONTENT 150 LB

700-

SOD 1489 SY

716-

EROSION CONTROL MATS, SLOPES 1224 SY

SIGNING

636-

PATH FOUNDATION SIGNAGE, WAYFINDING

SIGNS, 6' SQUARE POST, POWDER COAT GRAY,

DIRECT PRINT PANEL

1 EA

636-

PATH FOUNDATION SIGNAGE, REGULATORY

SIGNS, 6' SQUARE POST, POWDER COAT GRAY,

DIRECT PRINT PANEL

4 EA

PAVEMENT MARKING

652-

SOLID TRAFFIC STRIPE, 5 IN, YELLOW 700 LF

652-

SOLID TRAF STRIPE, 24 IN, WHITE 6 LF

652-

SKIP TRAFFIC STRIPE, 5 IN, YELLOW 1541 GLF

653-

THERMOPLASTIC SOLID TRAF STRIPE, 24 IN,

WHITE

41 LF

653-

THERMOPLASTIC SOLID TRAF STRIPE, 8 IN,

WHITE

176 LF

WALLS AND STAIRS

627-

MSE WALL FACE, 0 - 10 FT HT, WALL NO - (MSE

Wall 13C - STA 314+23.53 to STA 326+65.80)

1437 SF

627-

MSE WALL FACE, 10 - 20 FT HT, WALL NO - 15511 SF

627-

MSE WALL FACE, 20 - 30 FT HT, WALL NO - 1741 SF

627-

COPING A, WALL NO - 1278 LF

627-

ADDITIONAL MSE BACKFILL 63 CY

627-

MSE WALL FACE, 0 - 10 FT HT, WALL NO - (MSE

Wall 14 - STA 329+09.80 to STA 333+08.61)

200 SF

627-

MSE WALL FACE, 10 - 20 FT HT, WALL NO - 5962 SF

627-

MSE WALL FACE, 20 - 30 FT HT, WALL NO - 1256 SF

627-

COPING A, WALL NO - 443 LF

627-

ADDITIONAL MSE BACKFILL 63 CY

617-

PERMANENTLY ANCHORED WALL, NO (Soil- Nailed Wall 15 - STA 332+66.00 to STA 335+57.08)

1 LS

628-

PERMANENT SOIL-NAILED WALL, NO - 1 LS

STRUCTURES

500-

CLASS AA CONCRETE (Bridge 2 - STA 326+59.80 to STA 329+15.80)

53 CY

511-

BAR REINF STEEL 6234 LB

520-

H-PILE POINTS, HP 12 X 53 4 EA

520-

PILING IN PLACE, STEEL H, HP 12 X 53 105 LF

520-

LOAD TEST, STEEL H, HP 12 X 53 1 EA

523-

DYNAMIC PILE TEST 2 EA

534-

PEDESTRIAN OVERPASS BRIDGE, STA - 1 LS

LIGHTING

680-

LIGHTING STD, 31 - 35 FT MH 1 EA

680-

LUMINAIRE BRACKET ARM, 10 FT 1 EA

680-

LUMINAIRE, TP 2, LED 1 EA

680-

RELOCATE AND RE-INSTALL EXISTING LIGHT

POLE

1 EA

682-

CABLE, TP RHH/RHW, AWG NO 4 280 LF

682-

CABLE, TP RHH/RHW, AWG NO 2 840 LF

682-

CONDUIT, NONMETL, TP 2, 2 IN 270 LF

LANDSCAPING

700-

CYNADON DACTYLON; BERMUDA GRASS

HYDROSEED

0.2 AC

700-

CYNADON DACTYLON; BERMUDA GRASS 3557 SY

702-

ACER RUBRUM; RED MAPLE 9 EA

702-

AMELANCHIER x GRANDIFLORA 'AUTUMN

BRILLIANCE' AUTUMN BRILLIANCE SERVICE

BERRY

1 EA

702-

CARPINUS CAROLIANA; AMERICAN HORNBEAM 2 EA

702-

CARYA GLABRA; PIGNUT HICKORY 5 EA

702-

ERAGROSTIS SPECTABILIS; PURPLE LOVEGRASS 70 EA

702-

FAGUS GRANDIFOLIA; AMERICAN BEECH 7 EA

702-

ILEX OPACA 'GREENLEAF’; GREENLEAF

AMERICAN HOILLY

3 EA

702-

QUERCUS RUBRA; RED OAK 26 EA

702-

QUERCUS SHUMARDII; SHUMARD OAK 1 EA

702-

SCHIZACHYRIUM SCOPARIOUM; LITTLE

BLUESTEM

971 EA

702-

PINE STRAW MULCH 48 CY

900-

#57 GRANITE GRAVEL 29 CY

Updated Bid Tab 0015023 CSS Segment 3B

ITEM

NUMBE

R

ITEM DESCRIPTION UNITS QUANTIT

Y

UNIT

PRICE

COST

150-

TRAFFIC CONTROL - 0015023 1 LS

156-

GPS DATA COLLECTION AND SUBMITTAL 1 LS

210-

GRADING COMPLETE - 0015023 1 LS

441-

CONC SIDEWALK, 6 IN 1946 SY

515-

HANDRAIL SPECIAL DESIGN 1166 LF

634-

RIGHT OF WAY MARKERS 7 EA

641-

GUARDRAIL ANCHORAGE, TP 1 1 EA

641-

GUARDRAIL TERMINAL, TP 12A, 31 IN,

TANGENT, ENERGY-ABSORBING

1 EA

643-

CH LK FENCE, ZC COAT, 6 FT, 9 GA 965 LF

643-

GATE, CHAIN LINK ZC COAT - 1 EA

643-

BARRIER FENCE (ORANGE), 4 FT 1526 LF

682-

CONDUIT, NONMETL, TP 2, 2 IN 1109 LF

754-

WASTE RECEPTACLE UNIT 1 EA

754-

BENCH 1 EA

754-

BICYCLE RACK 1 EA

900-

BOLLARDS 2 EA

900-

REMOVABLE BOLLARDS 2 EA

937-

SECURITY CAMERA 1 EA

999-

TRAIL COUNTER 1 EA

PAVEMENT

310-

GR AGGR BASE CRS, INCL MATL 12 TN

402-

RECYCLED ASPH CONC 12.5 MM SUPERPAVE,

GP 2 ONLY, INCL BITUM MATL & H LIME

2 TN

413-

TACK COAT 2 GL

500-

CLASS B CONC, BASE OR PVMT WIDENING 2 CY

DRAINAGE

441-

PLAIN CONC DITCH PAVING, 4 IN 157 SY

500-

CLASS B CONCRETE 10 CY

511-

BAR REINF STEEL 122 LB

550-

FLARED END SECTION 18 IN, STORM DRAIN 1 EA

550-

STORM DRAIN PIPE, 18 IN, CLASS III 245 LF

550-

STORM DRAIN PIPE, 18 IN, CLASS V 27 LF

603-

STN DUMPED RIP RAP, TP 3, 18 IN 33 SY

603-

PLASTIC FILTER FABRIC 33 SY

668-

DROP INLET, GP 1 10 EA

668-

DROP INLET, GP 1, ADDL DEPTH 35 LF

668-

STORM SEWER MANHOLE, TP 1 1 EA

668-

STORM SEWER MANHOLE, TP 1, ADDL DEPTH,

CL 2

6 LF

TEMPORARY EROSION CONTROL

163-

TEMPORARY GRASSING 1 AC

163-

MULCH 34 TN

163-

CONSTRUCT AND REMOVE CONSTRUCTION

EXITS

1 EA

163-

CONSTRUCT AND REMOVE ROCK FILTER DAMS 2 EA

163-

CONSTRUCT AND REMOVE INLET SEDIMENT

TRAP

12 EA

165-

MAINTENANCE OF TEMPORARY SILT FENCE,

TP C

1824 LF

165-

MAINTENANCE OF CONSTRUCTION EXIT 1 EA

165-

MAINTENANCE OF INLET SEDIMENT TRAP 12 EA

165-

MAINTENANCE OF ROCK FILTER DAM 2 EA

165-

MAINTENANCE OF CONSTRUCTION EXIT TIRE

WASH AREA (PER EACH)

1 EA

167-

WATER QUALITY MONITORING AND

SAMPLING

1 EA

167-

WATER QUALITY INSPECTIONS 12 MO

171-

TEMPORARY SILT FENCE, TYPE C 3648 LF

PERMANENT EROSION CONTROL

700-

PERMANENT GRASSING 2 AC

700-

AGRICULTURAL LIME 6 TN

700-

FERTILIZER MIXED GRADE 2 TN

700-

FERTILIZER NITROGEN CONTENT 100 LB

700-

SOD 1358 SY

716-

EROSION CONTROL MATS, SLOPES 707 SY

SIGNING

636-

HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING,

TP 11

3 SF

636-

GALV STEEL POSTS, TP 7 23 LF

636-

PATH FOUNDATION SIGNAGE, WAYFINDING

SIGNS, 6' SQUARE POST, POWDER COAT GRAY,

DIRECT PRINT PANEL

2 EA

636-

PATH FOUNDATION SIGNAGE, REGULATORY

SIGNS, 6' SQUARE POST, POWDER COAT GRAY,

DIRECT PRINT PANEL

5 EA

PAVEMENT MARKING

652-

SKIP TRAFFIC STRIPE, 5 IN, YELLOW 1288 GLF

652-

SOLID TRAF STRIPE, 24 IN, WHITE 12 LF

WALLS AND STAIRS

627-

MSE WALL FACE, 10 - 20 FT HT, WALL NO -

(MSE Wall 16 - STA 339+01.69 to STA 345+51.00)

3710 SF

627-

MSE WALL FACE, 20 - 30 FT HT, WALL NO - 8907 SF

627-

COPING A, WALL NO - 650 LF

627-

MSE WALL FACE, 0 - 10 FT HT, WALL NO -

(MSE Wall 20 - STA 500+13.50 to STA 502+00.00)

161 SF

627-

MSE WALL FACE, 10 - 20 FT HT, WALL NO - 2782 SF

627-

COPING A, WALL NO - 194 LF

LANDSCAPING

700-

CYNADON DACTYLON; BERMUDA GRASS 1297 SY

702-

ACER RUBRUM; RED MAPLE 3 EA

702-

AMELANCHIER x GRANDIFLORA 'AUTUMN

BRILLIANCE' AUTUMN BRILLIANCE SERVICE

BERRY

2 EA

702-

CARPINUS CAROLIANA; AMERICAN

HORNBEAM

1 EA

702-

CARYA GLABRA; PIGNUT HICKORY 1 EA

702-

CERCIS CANA DENSIS; EASTERN REDBUD 3 EA

702-

FAGUS GRANDIFOLIA; AMERICAN BEECH 1 EA

702-

ILEX OPACA 'GREENLEAF’; GREENLEAF

AMERICAN HOILLY

5 EA

702-

ILEX x ’NE LLIE R. STEVENS’; NE LLIE R. STEVE

NS HOLLY

7 EA

702-

QUERCUS RUBRA; RED OAK 5 EA

702-

PINE STRAW MULCH 148 CY

I hereby acknowledge receipt of Addendum Number 2 for #24-033 Path 400 Trail Extension (Sandy

Springs City Limit to S. of Johnson Ferry Road) Fulton County Pl No. 0015023) and have incorporated the changes into my response for the above mentioned ITB.

COMPANY NAME:

CONTACT PERSON:

ADDRESS:

CITY: _________________________________STATE: ___________ ZIP: ________________________

PHONE: ________________ FAX: _______________

EMAIL ADDRESS: ______________________________________

SIGNATURE: ____________________________________________

DATE: ______________________________________