Addendum 4

Addendum No. 4 Page 1 of 3

July 28, 2023

NOTICE TO BIDDERS

ADDENDUM No. 4

2023 REMINGTON AVENUE STREETSCAPE IMPROVEMENT

Please be advised of Addendum No. 4 to the above referenced project as follows:

This addendum shall be part of the resultant contract. Acknowledge receipt of this addendum in Section 00410 of the bid form. Failure to do so may render the bidder to disqualification.

PLAN UPDATES

See C24.pdf. Betty Street Typical Section and Pavement Patching Detail have been revised.

See C22.pdf. Station numbers 41+00 – 45+11.98 have been added to typical sections.

See S-005_S-008.pdf.

QUESTIONS AND ANSWERS

Q1) Will you please provide a profile/envelope showing wall heights and respective elevations for the retaining walls shown in the plans?

A1) Parapet Wall Exhibit has been provided.

Q2) In Addendum 1 Question 10 it states the 85 tons of 19 MM setup is for distressed pavement patching. On the bid form there is another item that says mill 4” avg depth for distressed pavements 2,135 sy. 2,135 sy @ 4” thick as called for in the typical is 469.7 tons of 19 MM needed.

A2) See C24.pdf - Pavement Patching Detail. 4” mill to be paid under 432-0216. 4” asphalt (25 MM) to be paid under 402-1802.

Q3) Per typical all 8” GAB will get covered with 4” 12.5 SP in 2” lifts. There is 17,500 SY of 8” GAB setup that would equal 3,850 tons 12.5 MM just by itself not including the overlay section and the 2” milling section for tie ins. There is only 3,237 tons set up in this project.

A3) See updated Bid Form. Quantities have been updated.

Q4) Patching. Please distinguish the difference between patching and distressed pavement repair. Also there is no typical for this in plans and does not show locations.

A4) See answer to Question 2.

Q5) Tack @ 0.10? We usually shoot 0.05-0.06.

A5) Please tack at 0.1 GL/SY.

Q6) Can you please provide profile for the retaining wall?

Addendum No. 4 Page 2 of 3

A6) Parapet Wall Exhibit has been provided.

Q7) Can you please provide a detail for the handrail on top of the retaining wall showing height requirements, fittings, attachment to wall, vertical post spacing, etc.?

A7) Please refer to GDOT Standard Construction Details 9031R.

Q8) The retaining wall pay item allows for 466-LF of handrail which matches the length of the wall. However, there will be at least two rails the length of the wall, the vertical stabilizer posts, and the necessary bends. How do all of these items get paid for?

A8) Please refer to GDOT Specification Section 515. All items shall be included per LF and are paid under 515-2020.

Q9) How does the 15-Inch RCP along Wise Street get paid for?

A9) Please install an 18-inch RCP at this location. The quantity for pay item 550-1180 includes this

144 LF.

Q10) How do the 18-Inch Flared End Sections get paid for?

A10) Pay Item 550-4218 has been added.

Q11) The plans label the 18-Inch and 30-Inch end sections as “MES”. Are Flared End Sections (FES) acceptable for use?

A11) Yes. See Pay Items 550-4218 and 550-4230.

Q12) Will any vibration monitoring be required?

A12) No.

Q13) General Notes – Sheet C02

a) Under the “Monitoring” section it calls for a certified arborist to coordinate with the general contractor and provide monitoring reports and the monitoring is to occur as needed.

b) Who is responsible for employing the arborist? The contractor or the owner?

c) If it is the responsibility of the contractor, how often does the monitoring and reporting need to occur?

d) The notes go on to read that the trees shall be monitored every six months for approximately two years after project completion. Will this be the responsibility of the owner or the contractor?

A13) See Addendum 1 – Question 5. Arborist work is the responsibility of the Contractor. No separate payment.

Q14) Note number two in the Demolition Notes on their respective plan sheets state that all demolished concrete to be returned to owner and delivered to the city yard on Davenport Drive.

Will all pavement demolition materials and debris be hauled here, including any asphalt base and pavement?

A14) No

Addendum No. 4 Page 3 of 3

Q15) The plans call to “Connect To Existing Storm Structure”. Does this get paid for under item 611-3030 Reconstr Storm Sew Manhole, Type 1? If not, how do these get paid for?

A15) This item shall be included in the price of the proposed storm piping.

Q16) Note #26 on sheet LP-002 calls for 4-Inches of topsoil and the pay items call for 6-Inches.

Which is correct?

A16) 6” Depth Amended Soil – Pay Item 329311.02.

Q17) Can you please verify the quantity of TP-2 6X30 Curb & Gutter?

A17) Quantity has been verified. Pay Item for TP-1 header curb has been added – See Bid Form.

Q18) Can you please verify the quantity of 12.5 MM Superpave?

A18) See updated Bid Form. Quantities have been updated.

Q19) The typical section showing full-depth reconstruction shows installing 4-inches of 12.5 MM Superpave. This will need to be installed in two lifts. Can you please verify the tack quantity includes this?

A19) See updated Bid Form. The tack quantity has been updated.

Q20) Can you please clarify the intent and limits of the pay item for “6” Depth Amended Soil”?

Is this to be spread over the entire disturbed areas of the project before installing sod or is this only intended for use in the heavy landscape areas?

A20) 6” Depth Amended Soil is to be utilized in all sodded and landscape areas.

Q21) Can you please verify the quantity of the sod? This quantity appears to be much less than what will be required.

A21) The sod quantity has been confirmed.

Q22) How does the tree protection fence in the demo plans get paid for?

A22) Pay Item 702-7501 – Tree Protection Barrier, Sheet C67 has been added.

Q23) Can you please clarify the extents of the maintenance that will be required on the project, specific to the sod, grassing, and landscaping scope of work?

A23) See Addendum 1 – Question 5.

Pay Item 937-4000 has been added to the Bid Form. Replacement of induction loops at Smith Avenue and Pinetree Boulevard paid here.

DESIGN SPEED: 35 MPH

POSTED SPEED: 35 MPH

REMINGTON AVENUE

N.T.S.

50' 50'

REFER TO LANDSCAPE PLANS FOR DETAILSREFER TO LANDSCAPE PLANS FOR DETAILS

LIMITS OF CLEARING & GRUBBING LIMITS OF CLEARING & GRUBBING*

VARIES 5' 3' VARIES5'3'2.5'± 2.5'±0'-11'± 11'± 0'-11'± 0'-11'± 11'±

VARIES

(0'-38'±)

EXIST.

R/W

EXIST.

R/W

MIN.

(BUFFER)

SIDEWALK

(4" CONCRETE)

(BUFFER) MULTI-USE

PATH

(4" CONCRETE)

MIN.

(BUFFER)

1.5%

TIE TO EXIST. GRADE

2% 2%

VARIES

VARIES

2% 2%1.5%

TIE TO EXIST. GRADE

VARIES

VARIES

CONST.

(BUFFER)

EXIST. CURB & GUTTER (TYP.)

STA. 88+07.58 TO STA. 96+69.73

LIMITS OF MILLING & RESURFACING

MATCH EXIST. SLOPEMATCH EXIST. SLOPEMATCH EXIST. SLOPEMATCH EXIST. SLOPE

0'-5'

STABILIZER MATERIAL TYPE 1

WIDENING DETAIL

N.T.S.

VARIES2.5'

TYPE '2' CONCRETE CURB & GUTTER PER GDOT

STANDARD PLANS INDEX 9032B (TYP.)

CURBS SHOULD BE REINFORCED WITH

MACRO-SYNTHETIC FIBER PER GDOT STANDARDS

MATCH EXIST. SLOPEMATCH EXIST. SLOPE

TYPE 2 CONCRETE HEADER CURBS W/

CONCRETE MEDIAN BETWEEN PER GDOT

STANDARD PLANS INDEX 9032B (TYP.)

2" EXP. JOINT

DISTRESSED PAVEMENT REPAIR DETAIL

N.T.S.

MATCH EXIST. SLOPEMATCH EXIST. SLOPE

VARIES

PAVEMENT TRANSITION DETAIL*

N.T.S.

VARIES

MATCH EXIST. PAVEMENT

* LIMITS OF CLEARING & GRUBBING ARE FROM EDGE

OF EXIST. PAVEMENT TO CONSTRUCTION LIMITS.

* ASPHALT IS OVER EXISTING BASE.

12'

TIE TO EXIST. GRADE

4:1

4:1

2% SLOPE 2% SLOPE

4:1

4:1

2% SLOPE2% SLOPE

12'

(SOD)

2' SHLDR

TIE TO EXIST. GRADE

BETTY EXTENSION

N.T.S.

STA. 100+00.00 TO STA. 105+22.91

STA. 110+00.00 TO STA. 111+36.06

PAVEMENT OVERLAY

TYPE SP-12.5 STRUCTURAL COURSE (2")

LEVELING COURSE (VARIES)

EXIST. ASPHALT (VARIES)

EXIST. BASE MATERIAL (VARIES)

FULL DEPTH RECONSTRUCTION

TYPE SP-12.5 STRUCTURAL COURSE (4")

BASE MATERIAL (GAB) (8")

WIDENING

EXIST. BASE MATERIAL (VARIES)

TYPE SP-12.5 STRUCTURAL COURSE (4")

BASE MATERIAL (GAB) (8")

PAVEMENT TRANSITIONS

MILL EXIST. ASPHALT (MAX DEPTH 2")

TYPE SP-12.5 STRUCTURAL COURSE (2")

EXIST. ASPHALT (VARIES)

EXIST. BASE MATERIAL (VARIES)

DISTRESSED PAVEMENT

MILL EXIST. ASPHALT (4" AVG.)

TYPE SP-19 STRUCTURAL COURSE (4")

EXIST. ASPHALT (VARIES)

EXIST. BASE MATERIAL (VARIES)

TYPE SP-12.5 STRUCTURAL COURSE (2")

OVERBUILD

TYPE SP-12.5 STRUCTURAL COURSE (0"-2")

2' 2'

(SOD)

2' SHLDR

SAWCUT

TACK COAT BETWEEN

ASPHALT LAYERS

6"

* DETAIL APPLIES TO BEGINNING OF

PROJECT, END OF PROJECT AND ALL

SIDE STREETS

NOTE: IN EXCAVATED AREAS BETWEEN THE EXISTING PAVING AND NEW CURB AND GUTTER

THAT ARE 5'-0" OR LESS IN WIDTH, 6" CLASS "B" CONCRETE SHALL BE PLACED IN LIEU OF THE

BASE AND PAVING SPECIFIED BY THE TYPICAL SECTION. PAYMENT WILL BE MADE UNDER

500-3200.

IN EXCAVATED AREAS GREATER THAN 5'-0" IN WIDTH, THE CONTRACTOR SHALL PLACE BASE AND

PAVING AS SPECIFIED ON TEH WIDENING DETAIL

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C24

PAVMENT PATCHING DETAIL

PAVMENT PATCHING DETAIL

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TYPE SP-25 STRUCTURAL COURSE (4")

TO BE PAID UNDER 432-0216

TO BE PAID UNDER 402-1802

Alex.Thornberg Ellipse

VARIES11' 11' 3'3'5' 8' 2'2'VARIES VARIES

LIMITS OF CLEARING & GRUBBING* LIMITS OF CLEARING & GRUBBING*

(BUFFER) MIN.

(BUFFER)

VARIES VARIES

(35'-43') (35'-43')

EXIST.

R/W

EXIST.

R/W

CONST.

(0'-11')

TIE TO EXIST. GRADE

TYPE '2' CONCRETE CURB & GUTTER PER GDOT

STANDARD PLANS INDEX 9032B (TYP.)

2.5'

2' SHLDR 2' SHLDR

2.5'

TIE TO EXIST. GRADE

2%2%1.5% MATCH EXIST. SLOPE

2% 2%

DESIGN SPEED: 35 MPH

POSTED SPEED: 35 MPH

VARIES

VARIES

VARIES

VARIES

REMINGTON AVENUE

11' 11' 3'3'5' 5'-8'VARIES

LIMITS OF CLEARING & GRUBBING* LIMITS OF CLEARING & GRUBBING*

VARIES VARIES

CONST.

2.5'

2' SHLDR 2' SHLDR

2.5'

TYPE '2' CONCRETE CURB & GUTTER PER GDOT

STANDARD PLANS INDEX 9032B (TYP.)

EXIST.

R/W

EXIST.

R/W

TIE TO EXIST. GRADE

VARIES

VARIES

1.5% 2% 2%

TIE TO EXIST. GRADE

(30'-50') (30'-50')

(BUFFER)

VARIES

MIN.

(BUFFER)

MIN.

(BUFFER)

2% 2% VARIES

VARIES

2' (BUFFER) 2' (BUFFER)

STA. 10+00.00 TO STA. 13+99.46

(SEE PLANS FOR LIMITS OF WIDENING)

STA. 13+99.46 TO STA. 19+69.83

STA. 24+51.21 TO STA. 38+00.00

STA. 63+50.59 TO STA. 68+00.00

STA. 87+00.00 TO STA. 88+08.39

SIDEWALK

(4" CONCRETE)

SIDEWALK

(4" CONCRETE)

MIN.

(BUFFER)

N.T.S.

REFER TO LANDSCAPE PLANS FOR DETAILS REFER TO LANDSCAPE PLANS FOR DETAILS

REFER TO LANDSCAPE PLANS FOR DETAILS REFER TO LANDSCAPE PLANS FOR DETAILS

MATCH EXIST. SLOPEMATCH EXIST. SLOPEMATCH EXIST. SLOPE

MATCH EXIST. SLOPEMATCH EXIST. SLOPEMATCH EXIST. SLOPEMATCH EXIST. SLOPE

1.5%

MULTI-USE PATH

(4" CONCRETE)

(BUFFER)

1.5%

(BUFFER)MULTI-USE PATH

(4" CONCRETE)

PAVEMENT OVERLAY

TYPE SP-12.5 STRUCTURAL COURSE (2")

LEVELING COURSE (VARIES)

EXIST. ASPHALT (VARIES)

EXIST. BASE MATERIAL (VARIES)

FULL DEPTH RECONSTRUCTION

TYPE SP-12.5 STRUCTURAL COURSE (4")

BASE MATERIAL (GAB) (8")

WIDENING

EXIST. BASE MATERIAL (VARIES)

TYPE SP-12.5 STRUCTURAL COURSE (4")

BASE MATERIAL (GAB) (8")

PAVEMENT TRANSITIONS

MILL EXIST. ASPHALT (2" AVG.)

TYPE SP-12.5 STRUCTURAL COURSE (2")

EXIST. ASPHALT (VARIES)

EXIST. BASE MATERIAL (VARIES)

DISTRESSED PAVEMENT

MILL EXIST. ASPHALT (4" AVG.)

TYPE SP-19 STRUCTURAL COURSE (4")

EXIST. ASPHALT (VARIES)

EXIST. BASE MATERIAL (VARIES)

TYPE SP-12.5 STRUCTURAL COURSE (2")

OVERBUILD

TYPE SP-12.5 STRUCTURAL COURSE (0"-2")

TACK COAT BETWEEN

ASPHALT LAYERS

TACK COAT BETWEEN

ASPHALT LAYERS

* LIMITS OF CLEARING & GRUBBING ARE FROM EDGE

OF EXIST. PAVEMENT TO CONSTRUCTION LIMITS.

* ASPHALT IS OVER EXISTING BASE.

11' 11' 3'3'5' 5'-8'VARIES

LIMITS OF CLEARING & GRUBBING* LIMITS OF CLEARING & GRUBBING*

VARIES VARIES

CONST.

2.5'

2' SHLDR 2' SHLDR

2.5'

TYPE '2' CONCRETE CURB & GUTTER PER GDOT

STANDARD PLANS INDEX 9032B (TYP.)

EXIST.

R/W

EXIST.

R/W

TIE TO EXIST. GRADE

VARIES

VARIES

1.5% 2% 2%

TIE TO EXIST. GRADE

(30'-50') (30'-50')

(BUFFER)

VARIES

MIN.

(BUFFER)

MIN.

(BUFFER)

2% 2% VARIES

VARIES

2' (BUFFER) 2' (BUFFER)

FULL DEPTH RECONSTRUCTION

(SEE PLANS FOR LIMITS OF WIDENING)

STA. 38+00.00 TO STA. 41+00.00

STA. 52+00.00 TO STA. 62+00.00

STA. 68+00.00 TO STA. 87+00.00

SIDEWALK

(4" CONCRETE)

REFER TO LANDSCAPE PLANS FOR DETAILS REFER TO LANDSCAPE PLANS FOR DETAILS

MATCH EXIST. SLOPEMATCH EXIST. SLOPEMATCH EXIST. SLOPEMATCH EXIST. SLOPE

1.5%

(BUFFER)MULTI-USE PATH

(4" CONCRETE)

5 6

TACK COAT BETWEEN

ASPHALT LAYERS

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C22

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7-

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STA. 41+00.00 TO STA. 45+11.98

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Horiz. 1" = 20' Vert. 1" = 5'

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S m i t h Ave

Kern S t

Kern S t

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REMINGTON-CL-PROPOSED

54+00 55+00 56+00 57+00 58+00

TOP OF WALL

STA:53+99.71

ELEV. = 274.60

TOP OF WALL

STA:58+62.72

ELEV. = 274.60

TOP OF WALL

STA:55+79.78

ELEV. = 275.40

EXISTING GRADE

(BOTTOM OF WALL)

BOTTOM OF WALL

ELEV. = 272.44

BOTTOM OF WALL

ELEV. = 271.06

TOP OF WALL FLUSH

WITH ADJACENT 8'

MULTI-USE PATH

180.5' 282.9'

EXISTING OHE POLES

TO REMAIN

PROPOSED 60" RCP

STORM PIPE

PROPOSED GRADE

4:1 MAX. SLOPE

PROPOSED GRADE

4:1 MAX. SLOPE

PROPOSED HANDRAIL TO

BE BUILT PER GDOT

STANDARD DETAIL 9031R

PROPOSED 36" RCP

STORM PIPE

MAX EXPOSED

±7'

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NOTE:

PARAPET RETAINING WALL

TO BE BUILT PER GDOT

STANDARD DETAIL 4949D

BID FORM

ITEM DESCRIPTION UNIT QTY UNIT EXTENDED

TOTAL PRICE PRICE

150-1000 TRAFFIC CONTROL LS 1 $0.00

151-1000 MOBILIZATION LS 1 $0.00

163-0232 TEMPORARY GRASSING AC 3 $0.00

163-0240 MULCH TN 2 $0.00

163-0529 CONSTRUCT AND REMOVE BALED STRAW CHECK DAM LF 1,820 $0.00

163-0550 CONSTRUCT AND REMOVE INLET SEDIMENT TRAP EA 185 $0.00

165-0010 MAINTENANCE OF TEMPORARY SILT FENCE, TYPE NS LF 15,030 $0.00

165-0030 MAINTENANCE OF TEMPORARY SILT FENCE, TYPE S LF 3,600 $0.00

165-0041 MAINTENANCE OF CHECK DAMS - BALED STRAW LF 1,820 $0.00

165-0050 MAINTENANCE OF SILT RETENTION BARRIER LF 440 $0.00

165-0105 MAINTENANCE OF INLET SEDIMENT TRAP EA 185 $0.00

170-2000 STAKED SILT RETENTION BARRIER LF 440 $0.00

171-0010 TEMPORARY SILT FENCE, TYPE NS LF 15,030 $0.00

171-0020 TEMPORARY SILT FENCE, TYPE S LF 3,600 $0.00

201-1500 CLEARING AND GRUBBING LS 1 $0.00

208-0100 IN PLACE EMBANKMENT CY 20,783 $0.00

210-0100 GRADING COMPLETE LS 1 $0.00

310-5080 GR AGGR BASE CRS, 8 INCH INCL MATL SY 20,500 $0.00

402-1802 RECYCLED ASPH CONC PATCHING (25 MM), INCL BITUM MATL & H LIME TN 87 $0.00

402-1812 RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 875 $0.00

402-3130 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H. LIME TN 6,250 $0.00

413-0750 BITUM TACK COAT - 0.1 GL/SY GL 5,700 $0.00

430-0180 COLORED PC CONC PVMT, CL 1 CONC, 8 INCH THK (FEDERAL COLOR CODE NO. 11136) SY 496 $0.00

432-0208 MILL ASPH CONC PVMT, 2 IN DEPTH - PAVEMENT TRANSITIONS SY 2,339 $0.00

432-0216 MILL ASPH CONC PVMT, 4 IN AVG DEPTH - PAVEMENT PATCHING SY 395 $0.00

441-0016 DRIVEWAY CONCRETE, 6 IN TK SY 2,132 $0.00

441-0104 CONC SIDEWALK, 4 IN SY 12,132 $0.00

441-0600 CONC HEADWALLS CY 25 $0.00

441-0748 CONC MEDIAN, 6 IN SY 212 $0.00

441-5001 CONC HEADER CURB, 4 IN, TP 1 LF 380 $0.00

441-5002 CONC HEADER CURB, 6 IN, TP 2 LF 770 $0.00

441-6022 CONC CURB & GUTTER, 6 IN X 30 IN, TP 2 LF 17,988 $0.00

441-6720 CONC CURB & GUTTER, 6 IN X 30 IN, TP 7 LF 1,237 $0.00

441-6745 CONC CURB & GUTTER, 8 IN X 32 IN, TP 9 LF 465 $0.00

500-3110 CLASS A CONCRETE, TYPE P1, RETAINING WALL LF 316 $0.00

500-3115 CLASS A CONCRETE, TYPE P2, RETAINING WALL LF 150 $0.00

500-3200 CLASS B CONCRETE CY 200 $0.00

515-2020 GALV STEEL PIPE HANDRAIL, 2 IN, ROUND (BLACK) LF 466 $0.00

550-1120 STORM DRAIN PIPE, 12 IN, H 1-10 (HDPE) LF 1,577 $0.00

550-1180 STORM DRAIN PIPE, 18 IN, H 1-10 LF 4,777 $0.00

550-1181 STORM DRAIN PIPE, 18 IN, H 10-15 LF 396 $0.00

550-1240 STORM DRAIN PIPE, 24 IN, H 1-10 LF 1,270 $0.00

550-1241 STORM DRAIN PIPE, 24 IN, H 10-15 LF 235 $0.00

550-1300 STORM DRAIN PIPE, 30 IN, H 1-10 LF 918 $0.00

550-1301 STORM DRAIN PIPE, 30 IN, H 10-15 LF 55 $0.00

550-1360 STORM DRAIN PIPE, 36 IN, H 1-10 LF 834 $0.00

550-1361 STORM DRAIN PIPE, 36 IN, H 10-15 LF 110 $0.00

550-1420 STORM DRAIN PIPE, 42 IN, H 1-10 LF 51 $0.00

550-1480 STORM DRAIN PIPE, 48 IN, H 1-10 LF 119 $0.00

550-1540 STORM DRAIN PIPE, 54 IN, H 1-10 LF 445 $0.00

550-1541 STORM DRAIN PIPE, 54 IN, H 1-15 LF 859 $0.00

550-1600 STORM DRAIN PIPE, 60 IN, H 1-10 LF 575 $0.00

550-1601 STORM DRAIN PIPE, 60 IN, H 10-15 LF 971 $0.00

550-4218 FLARED END SECTION 18 IN, STORM DRAIN EA 4 $0.00

550-4230 FLARED END SECTION 30 IN, STORM DRAIN EA 2 $0.00

603-1024 STN PLAIN RIP RAP, 24 IN SY 68 $0.00

603-7000 PLASTIC FILTER FABRIC SY 68 $0.00

610-2586 REM ASPH PVMT INCL BASE SY 2,823 $0.00

610-2745 REM CONC DRIVEWAY PAVING SY 1,147 $0.00

611-3030 RECONSTR STORM SEW MANHOLE, TYPE 1 EA 6 $0.00

643-1133 CH LK FENCE, ZC COAT, 4 FT, 11 GA LF 150 $0.00

668-1100 CATCH BASIN, GP 1 EA 65 $0.00

668-1105 CATCH BASIN, GP 1 , 12" NYLOPLAST YARD DRAIN EA 32 $0.00

668-1110 CATCH BASIN, GP 1, ADDITIONAL DEPTH LF 109 $0.00

668-1200 CATCH BASIN, GP 2 EA 13 $0.00

668-1210 CATCH BASIN, GP 2, ADDITIONAL DEPTH LF 60 $0.00

668-2100 DROP INLET, GP 1 EA 25 $0.00

668-2110 DROP INLET, GP 1, ADDITIONAL DEPTH LF 7 $0.00

668-2200 DROP INLET, GP 2 EA 4 $0.00

668-2210 DROP INLET, GP 2, ADDITIONAL DEPTH LF 1 $0.00

668-4300 STORM SEWER MANHOLE, TP 1 EA 15 $0.00

668-4311 STORM SEWER MANHOLE, TP 1, ADDITIONAL DEPTH CLASS 1 LF 20 $0.00

668-4400 STORM SEWER MANHOLE, TP 2 EA 5 $0.00

668-4411 STORM SEWER MANHOLE, TP 2, ADDITIONAL DEPTH CLASS 1 LF 32 $0.00

668-5000 JUNCTION BOX EA 2 $0.00

702-7501 TREE PROTECTION BARRIER, SHEET C67 LF 3,200 $0.00

ESTIMATE DATE: July 28, 2023

REMINGTON AVENUE

ROADWAY PAY ITEMS

00410-3

TOTAL PRICE PRICE

ESTIMATE DATE: July 28, 2023

REMINGTON AVENUE

ROADWAY PAY ITEMS999-5200 DETECTABLE WARNING SURFACE SF 1,040 $0.00

$0.00

639-5000 PRESTRESSED CONCRETE STRAIN POLE, TP IV EA 4 $0.00

647-1000 TRAFFIC SIGNAL INSTALLATION LS 1 $0.00

647-2140 PULLBOX, TP 4 EA 1 $0.00

682-6222 CONDUIT, NONMETAL, TP 2, 2" (KERN/SMITH) LF 45 $0.00

682-6233 CONDUIT, NONMETAL, TP 3, 2" LF 640 $0.00

682-9950 DIRECTIONAL BORE - 3" LF 120 $0.00

682-9950 DIRECTIONAL BORE - 5" LF 35 $0.00

687-1000 TRAFFIC SIGNAL TIMING LS 1 $0.00

926-2500 4G CELLULAR ROUTER, TYPE-B (INCLUDES 5-YEARS OF CELLULAR SERVICE) EA 1 $0.00

937-4000 INDUCTANCE LOOP DETECTION SYSTEM LS 1 $0.00

$0.00

636-1033 HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 SF 118 $0.00

636-1041 HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 9 SF 8 $0.00

636-1036 HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 SF 21 $0.00

636-2070 GALV STEEL POSTS, TP 7 LF 952 $0.00

653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 22 $0.00

653-0130 THERMOPLASTIC PVMT MARKING, ARROW, TP 3 EA 2 $0.00

653-0132 THERMOPLASTIC PVMT MARKING, ARROW, TP 3A EA 8 $0.00

653-0296 THERMOPLASTIC PVMT MARKING, WORD, TP 15 EA 8 $0.00

SIGNING AND MARKING PAY ITEMS

ROADWAY SUB-TOTAL =

SIGNAL PAY ITEMS

SIGNAL SUB-TOTAL =

00410-4

TOTAL PRICE PRICE

ESTIMATE DATE: July 28, 2023

REMINGTON AVENUE

ROADWAY PAY ITEMS653-1501 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 18,182 $0.00

653-1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 24,190 $0.00

653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 455 $0.00

653-1706 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, YELLOW LF 1,166 $0.00

653-1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 8,116 $0.00

653-3501 THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE GLF 248 $0.00

653-4830 THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE GLF 159 $0.00

$0.00

310-5080 GR AGGR BASE CRS, 8 INCH INCL MATL SY 308 $0.00

402-1802 RECYCLED ASPH CONC PATHCING, INCL BITUM MATL & H LIME TON 34 $0.00

660-0100 LIGHT CLEANING AND PRE CONSTRUCTION VIDEO LF 6,713 $0.00

660-0101 POST CONSTRUCTION VIDEO INSPECTION VIDEO LF 6,713 $0.00

660-0102 HEAVY CLEANING LF 3,357 $0.00

660-0200 MANHOLE REHABILITATION WITH CEMENTITIOUS LINER VF 243 $0.00

660-0400 SERVICE REINSTATEMENT ON CIPP SEWER MAIN EA 26 $0.00

660-0908 8 IN, CURED IN PLACE PIPE LF 6,713 $0.00

660-1008 POINT REPAIR EA 5 $0.00

660-2043 SEWER LATER, 6 IN, PVC LF 959 $0.00

660-2600 SEWER CLEANOUT, 4 IN EA 26 $0.00

668-3300 SAN SEWER MAHOLE, TP 1 EA 1 $0.00

$0.00

310-5080 GR AGGR BASE CRS, 8 INCH, INCL MATL SY 525 $0.00

402-1802 RECYCLED ASPH CONC PATHCING INCL BITUM MATL & H LIME TON 92 $0.00

615-1106 DIRECTIONAL BORE PIPE - 6 IN LF 288 $0.00

615-1108 DIRECTIONAL BORE PIPE - 8 IN LF 226 $0.00

615-1112 DIRECTIONAL BORE PIPE - 12 IN LF 818 $0.00

615-2555 JACK AND BORE, 36 IN STEEL CASING LF 100 $0.00

670-1060 WATER MAIN, 6 IN LF 1359 $0.00

670-1061 WATER MAIN, 6 IN DI LF 80 $0.00

670-1080 WATER MAIN, 8 IN LF 1363 $0.00

670-1120 WATER MAIN, 12 IN LF 7646 $0.00

670-1160 WATER MAIN, 16 IN LF 1160 $0.00

670-1600 CUT & PLUG EXISTING WATER MAIN EA 15 $0.00

670-2060 GATE VALVE, 6 IN EA 30 $0.00

670-2080 GATE VALVE, 8 IN EA 15 $0.00

670-2120 GATE VALVE, 12 IN EA 19 $0.00

670-2160 GATE VALVE, 16 IN EA 6 $0.00

670-2700 ABANDONMENT OF WATER VALVES EA 15 $0.00

670-3086 TAPPING SLEEVE & VALVE ASSEMBLY, 8 IN X 6 IN EA 1 $0.00

670-3087 TAPPING SLEEVE & VALVE ASSEMBLY, 8 IN X 8 IN EA 2 $0.00

670-3127 TAPPING SLEEVE & VALVE ASSEMBLY, 12 IN X 8 IN EA 1 $0.00

670-3129 TAPPING SLEEVE & VALVE ASSEMBLY, 12 IN X 12 IN EA 1 $0.00

670-3189 TAPPING SLEEVE & VALVE ASSEMBLY, 18 IN X 12 IN EA 5 $0.00

670-4000 FIRE HYDRANT EA 16 $0.00

670-5010 WATER SERVICE LINE 1" EA 70 $0.00

670-5020 WATER SERVICE LINE 2" EA 5 $0.00

670-8001 WATER FITTINGS LBS 6286 $0.00

$0.00

680-6140 LUMINAIRE, TP 4, 180 W, LED EA 20 $0.00

682-6120 CONDUIT, RIGID, 2 IN LF 293 $0.00

682-6140 CONDUIT, RIGID, 4 IN LF 377 $0.00

682-6221 CONDUIT, NONMETL, TP 2, 1 1/2 IN LF 1365 $0.00

682-6223 CONDUIT, NONMETL, TP 2, 3 IN LF 3925 $0.00

682-9020 ELECTRICAL JUNCTION BOX EA 5 $0.00

$0.00

H-101 4" STANDARD CONCRETE (SITE FURNISHING AREAS ALONG TRAIL) SF 327 $0.00

$0.00

SF-101 BIKE RACK, MANUFACTURED BY ULTRA-SITE, MODEL 5801 SM (F&I) EA 10 $0.00

SF-102 BENCH, MANUFACTURED BY ULTRA-SITE, MODEL 940 SM V6 (F&I) EA 6 $0.00

SF-103 LITTER RECEPTACLE, MANUFACTURED BY TOTER, MODEL 860-B & RL060 (F&I) EA 4 $0.00

$0.00

329.00 ONE YEAR MAINTENANCE / WARRANTY PERIOD LS 1 $0.00

329200.00 LIRIODENDRON TULIPIFERA / TULIP POPLAR, FG B&B, 3" CAL MIN., 12' HT MIN. EA 5 $0.00

329201.00 MAGNOLIA GRANDIFLORA 'LITTLE GEM' / LITTLE GEM DWARF SOUTHERN MAGNOLIA, FG B&B, 3" CAL MIN., 10'

HT MIN.

EA 2 $0.00

329202.00 QUERCUS VIRGINIANA 'HIGH RISE' / HIGH RISE LIVE OAK, FG B&B, 4" CAL MIN., 14' HT MIN. EA 25 $0.00

329203.00 QUERCUS NUTTALLII / NUTTALL OAK, FG B&B, 4" CAL MIN., 14' HT MIN. EA 18 $0.00

329204.00 QUERCUS PHELLOS / WILLOW OAK, FG B&B, 4" CAL MIN., 14' HT MIN. EA 11 $0.00

329205.00 QUERCUS SHUMARDII / SHUMARD OAK, FG B&B, 4" CAL MIN., 14' HT MIN. EA 19 $0.00

LANDSCAPE

CANOPY TREES

UNDERSTORY TREES

SEWER IMPROVEMENTS

SEWER SUB-TOTAL =

WATER IMPROVEMENTS

WATER SUB-TOTAL =

ELECTRIC CONDUIT

SIGNING & MARKING SUB-TOTAL =

HARDSCAPE

HARDSCAPE SUB-TOTAL =

SITE FURNISHINGS

SITE FURNISHINGS SUB-TOTAL =

ELECTRIC SUB-TOTAL =

00410-5

TOTAL PRICE PRICE

ESTIMATE DATE: July 28, 2023

REMINGTON AVENUE

ROADWAY PAY ITEMS329300.00 CERCIS CANADENSIS / EASTERN REDBUD, FG B&B, 2" CAL MIN., 10' HT MIN., SINGLE LEADER, STRAIGHT EA 3 $0.00

329301.00 ILEX CASSINE / DAHOON HOLLY, FG B&B, 2.5" CAL MIN., 10' HT MIN., SINGLE LEADER, STRAIGHT EA 2 $0.00

329302.00 ILEX X 'MAGLAND' TM / OAKLAND HOLLY, FG B&B, 2" CAL MIN., 7' HT MIN. EA 8 $0.00

329303.00 ILEX X 'NELLIE R. STEVENS' / NELLIE R. STEVENS HOLLY, FG B&B, 3" CAL MIN., 10' HT MIN., SINGLE LEADER, STRAIGHT

EA 3 $0.00

329304.00 ILEX VOMITORIA 'PENDULA' / WEEPING YAUPON HOLLY, FG B&B, 2" CAL MIN., 10' HT MIN. EA 18 $0.00

329305.00 ILEX VOMITORIA / YAUPON HOLLY, FG, 2" CAL MIN., 8' HT MIN. EA 6 $0.00

329306.00 LAGERSTROEMIA INDICA X FAURIREI 'MUSKOGEE' / MUSKOGEE CRAPE MYRTLE, FG B&B, 2" CAL MIN., 8-10' HT

MIN., SINGLE LEADER, STRAIGHT

EA 43 $0.00

329307.00 LAGERSTROEMIA INDICA X FAURIREI 'NATCHEZ' / NATCHEZ CRAPE MYRTLE, FG B&B, 2" CAL MIN., 8-10' HT MIN., SINGLE LEADER, STRAIGHT

EA 41 $0.00

329308.00 LAGERSTROEMIA INDICA X FAURIREI 'TUSCARORA / TUSCARORA CRAPE MYRTLE, FG B&B, 2" CAL MIN., 8-10' HT

MIN., SINGLE LEADER, STRAIGHT

EA 38 $0.00

329309.00 MALUS ANGUSTIFOLIA / CRABAPPLE, 15 GAL, 2" CAL MIN., 6' HT MIN., SINGLE LEADER, STRAIGHT EA 6 $0.00

329310.00 MAGNOLIA GRANDIFLORA 'SOUTHERN CHARM' / TEDDY BEAR SOUTHERN MAGNOLIA, FG B&B, 2" CAL MIN., 8-10'

HT MIN., SINGLE LEADER, STRAIGHT

EA 21 $0.00

329311.00 MAGNOLIA X SOULANGEANA / SAUCER MAGNOLIA, FG B&B, 2" CAL MIN., 7' HT MIN. EA 6 $0.00

329312.00 MAGNOLIA VIRGINIANA / SWEETBAY MAGNOLIA, FG B&B, 2" CAL MIN., 8-10' HT MIN., SINGLE LEADER, STRAIGHT EA 17 $0.00

329400.00 ILEX VOMITORIA 'SCHILLINGS DWARF' / SCHILLINGS DWARF YAUPON HOLLY, 3 GAL, SIZE: 12" X 12", 24" O.C.

SPACING

EA 228 $0.00

329401.00 MISCANTHUS SINENSIS 'ADAGIO' / ADAGIO EULALIA GRASS, 3 GAL, 18" HT MIN, 18" O.C. SPACING EA 947 $0.00

329402.00 ROSA SPP. / DOUBLE KNOCKOUT OR BELINDA'S DREAM ROSE, 3 GAL, 18" HT MIN., 18" O.C. SPACING EA 373 $0.00

329500.00 AGAPANTHUS AFRICANUS / LILY OF THE NILE, 1 GAL, 10" HT. MIN., 18" O.C. MIN. SPACING EA 1,044 $0.00

329501.00 ARACHIS GLABRATE 'ECOTURF' / PERENNIAL PEANUT, 1 GAL, 6" FULL, 18" O.C. SPACING EA 867 $0.00

329502.00 DIANELLA TASMANICA / FLAX LILY, 1 GAL, 10" HT. MIN., 18" O.C. SPACING EA 2,420 $0.00

329503.00 RUDBECKIA FULGIDA 'EARLY BIRD GOLD' / EARLY BIRD GOLD CONEFLOWER, 1 GAL, 10" HT. MIN., 18" O.C.

SPACING

EA 985 $0.00

329600.00 SOD - VARIES - SEE NOTE ON SHEET LP00-1 SF 262,505 $0.00

329311.01 3" DEPTH PINE STRAW MULCH SF 15,379 $0.00

329311.02 6" DEPTH AMENDED SOIL SF 269,189 $0.00

329311.03 WEED BARRIER SF 15,379 $0.00

$0.00

328400.2 RAIN BIRD WR2-RFS RAIN FREEZE SENSOR, INSTALLED EA 2 $0.00

328400.3 CONTROL WIRE 14GA "MAXI" WIRE LF 1,250 $0.00

328400.4 14 GA TRACER WIRE BLUE LF 1,250 $0.00

328400.5 1" PVC ELECTRICAL CONDUIT, INSTALLED LF 1,200 $0.00

328400.6 RAIN BIRD ESPLXIVM-LXMMSS 60 STATION CONTROLLER, PEDESTAL, INSTALLED, TESTED AND PROGRAMMED. EA 2 $0.00

328400.7 RAIN BIRD IQ-NCC-4G CELL DATA MODEM, INSTALLED, TESTED EA 2 $0.00

328400.8 RAIN BIRD LXIVMSEN EA 2 $0.00

328400.9 RAIN BIRD LXIVMOUT MASTER VALE DECODER EA 2 $0.00

328400.1 CST FLOW SENSOR, 1", INSTALLED, VALVE BOX EA 2 $0.00

328400.111 SUPERIOR 3300 MASTER VALVE, INSTALLED, FITTINGS TO MAINLINE PIPE, VALVE BOX, DECODER EA 2 $0.00

328400.12 RAIN BIRD ICZ-100-PRB-COM DRIP CONTROL VALVE KIT, INSTALLED, FITTINGS TO MAINLINE, VALVE BOX, WIRE

SPLICES, GRAVEL, ADJUSTED

EA 22 $0.00

328400.13 HUNTER HQ-44LRC-AW QUICK COUPLER VALVES EA 8 $0.00

328400.14 RAIN BIRD XFCV-06-12 INLINE DRIP TUBING, FITTINGS, STAKES, INSTALLED, FLUSHED, TESTED LF 22,000 $0.00

328400.15 FLUSH VALVE FOR INLINE DRIP TUBING, INSTALLED, VALVE BOX EA 30 $0.00

328400.16 2" BRONZE GATE VALVE, VALVE BOX, GRAVEL, INSTALLED EA 4 $0.00

328400.17 HUNTER DRIP INDICATOR EA 38 $0.00

328400.18 TWO WIRE GROUNDING POINT, 8' GROUND ROD WITH PRE-WELDED 8' OF #6 BARE COPPER WIRE, VALVE BOX, INSTALLED

EA 7 $0.00

328400.19 CONTROLLER GROUNDING POINT, INSTALLED AS PER DETAIL EA 2 $0.00

328400.20 1" SDR 21 BELL END LATERAL PIPE AND FITTINGS, INSTALLED LF 3,300 $0.00

328400.21 1.5" SDR 21 BELL END LATERAL PIPE AND FITTINGS, INSTALLED LF 200 $0.00

328400.24 1-1/2" SCH 40 BELL END MAINLINE PIPE AND FITTINGS LF 1,140 $0.00

328400.25 4" SCH 40 PVC BELL END SLEEVE, INSTALLED LF 840 $0.00

328400.26 WATER SERVICE (1-1/2" IRRIGATION) EA 2 $0.00

328400.27 BACKFLOW AND ENCLOSURE EA 2 $0.00

$0.00

TOTAL STANDARD BID =

LANDSCAPE SUB-TOTAL =

IRRIGATION

SHRUBS

GROUNDCOVERS

IRRIGATION SUB-TOTAL =

00410-6