Addendum #1 Page 1 of 5 February 27,2020

Section 14-00437-00-BR

Burlington Road

February 27, 2020

Addendum #1

- Schedule of Quantities and Schedule of Prices, have been revised to add Porous Granular Embankment

(20700220) as shown below

PAY ITEM NO. DESCRIPTION UNIT QUANTITY

20700220 POROUS GRANULAR EMBANKMENT CU YD 100

- Schedule of Prices have been revised to change the unit of following items. The ‘Quantity’ remains

unchanged

PAY ITEM NO. DESCRIPTION ORIGINAL

UNIT

NEW

UNIT QUANTITY

70600260 IMPACT ATTENUATORS, TEMPORARY (FULLY

REDIRECTIVE, NARROW), TEST LEVEL 3 FOOT EACH 8

70600332 IMPACT ATTENUATORS, RELOCATE (FULLY

REDIRECTIVE, NARROW), TEST LEVEL 3 FOOT EACH 4

- All Summary of Quantities sheets have been included in this Addendum. Plan Sheet No. 3 has been

revised to add pay item Porous Granular Embankment (20700220).

Note:

This addendum is hereby declared a part of the proposal documents for the project designated above, and in case of conflict, the addendum shall govern. Bidders shall incorporate in their proposal this addendum in acknowledgement of receipt of the addendum and that it is reflected in the proposal submitted.

RETURN WITH BID

County

Local Public Agency

Section

Route

Total

Item No. Items Unit Quantity Total

20200100 EARTH EXCAVATION CU YD 3,252

20700220 POROUS GRANULAR EMBANKMENT CU YD 100

20800151 TRENCH BACKFILL CU YD 13

21000300 GRANULAR EMBANKMENT, SPECIAL TON 81

21001000 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 86

21101625 TOPSOIL FURNISH AND PLACE, 6" SQ YD 6,886

25000210 SEEDING, CLASS 2A ACRE 0.75

25000310 SEEDING, CLASS 4 ACRE 1.50

25000400 NITROGEN FERTILIZER NUTRIENT POUND 184

25000500 PHOSPHORUS FERTILIZER NUTRIENT POUND 184

25000600 POTASSIUM FERTILIZER NUTRIENT POUND 184

25100630 EROSION CONTROL BLANKET SQ YD 7,434

25100635 HEAVY DUTY EROSION CONTROL BLANKET SQ YD 2,440

28000305 TEMPORARY DITCH CHECKS FOOT 169

28000400 PERIMETER EROSION BARRIER FOOT 2,488

28000500 INLET AND PIPE PROTECTION EACH 3

28100107 STONE RIPRAP, CLASS A4 SQ YD 92

28200200 FILTER FABRIC SQ YD 92

30300001 AGGREGATE SUBGRADE IMPROVEMENT CU YD 78

31101400 SUBBASE GRANULAR MATERIAL, TYPE B 6" SQ YD 1,313

35501308 HOT-MIX ASPHALT BASE COURSE, 6" SQ YD 68

35501314 HOT-MIX ASPHALT BASE COURSE, 7 1/2" SQ YD 160

35501316 HOT-MIX ASPHALT BASE COURSE, 8" SQ YD 59

40200800 AGGREGATE SURFACE COURSE, TYPE B TON 127

40600275 BITUMINOUS MATERIALS (PRIME COAT) POUND 6,308

40600625 LEVELING BINDER (MACHINE METHOD), N50 TON 28

40600982 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 29

40603080 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 24

40603335 HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 TON 612

44000100 PAVEMENT REMOVAL SQ YD 498

44000157 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQ YD 4,729

44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 135

44201761 CLASS D PATCHES, TYPE I, 10 INCH SQ YD 50

44201765 CLASS D PATCHES, TYPE II, 10 INCH SQ YD 50

44300200 STRIP REFLECTIVE CRACK CONTROL TREATMENT FOOT 3,482

48101600 AGGREGATE SHOULDERS, TYPE B 8" SQ YD 1,473

48203029 HOT-MIX ASPHALT SHOULDERS, 8" SQ YD 1,366

Kane

(For complete information covering these items, see plans and specifications)

Bidder's Proposal for making Entire Improvements

14-00437-00-BR

Kane County DOT

Burlington Road

SCHEDULE OF PRICES

A bid will be declared unacceptable if neither a unit price nor total price is shown.

Schedule for Multiple Bids

Sections Included in Combinations

Unit Price

Combination Letter

Schedule for Single Bid

Printed 2/27/2020 Page 4-1 BLR 12200a (Rev. 01/24/19)

RETURN WITH BID

Item No. Items Unit Quantity TotalUnit Price

Bidder's Proposal for making Entire Improvements

50100100 REMOVAL OF EXISTING STRUCTURES EACH 2

50104400 CONCRETE HEADWALL REMOVAL EACH 2

50105220 PIPE CULVERT REMOVAL FOOT 142

50200450 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIALS FOR STRUCTURES CU YD 76.7

50800205 REINFORCING BARS, EPOXY COATED POUND 30,370

50800515 BAR SPLICERS EACH 166

51500100 NAME PLATES EACH 2

52200020 TEMPORARY SOIL RETENTION SYSTEM SQ FT 463

54003000 CONCRETE BOX CULVERTS CU YD 121.8

542A0220 PIPE CULVERTS, CLASS A, TYPE 1 15" FOOT 55

542A0223 PIPE CULVERTS, CLASS A, TYPE 1 18" FOOT 33

54213660 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" EACH 4

54213663 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" EACH 2

63000001 STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS FOOT 250

63000350 LONG-SPAN GUARDRAIL OVER CULVERT, 12 FT 6 IN SPAN FOOT 75

63100169 TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED EACH 4

63200310 GUARDRAIL REMOVAL FOOT 1,498

66600105 FURNISHING AND ERECTING ROW MARKERS EACH 4

66600205 REERECTING RIGHT OF WAY MARKERS EACH 2

70100405 TRAFFIC CONTROL AND PROTECTION, STANDARD 701321 EACH 1

70100500 TRAFFIC CONTROL & PROTECTION, STANDARD 701326 L SUM 1

70106500 TEMPORARY BRIDGE TRAFFIC SIGNALS EACH 1

70300100 SHORT TERM PAVEMENT MARKING FOOT 1,531

70300150 SHORT TERM PAVEMENT MARKING REMOVAL SQ FT 3,601

70300220 TEMPORARY PAVEMENT MARKING - 4" FOOT 10,515

70300280 TEMPORARY PAVEMENT MARKING - 24" FOOT 48

70400100 TEMPORARY CONCRETE BARRIER FOOT 1,200

70400200 RELOCATE TEMPORARY CONCRETE BARRIER FOOT 475

70600260IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW),

TEST LEVEL 3EACH 8

70600332IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST

LEVEL 3EACH 4

72400100 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 1

72400310 REMOVE SIGN PANEL - TYPE 1 SQ FT 3

72400500 RELOCATE SIGN PANEL ASSEMBLY - TYPE A EACH 1

72400710 RELOCATE SIGN PANEL - TYPE 1 SQ FT 3

72800100 TELESCOPING STEEL SIGN SUPPORT FOOT 42

73100100 BASE FOR TELESCOPING STEEL SIGN SUPPORT EACH 3

78009004 MODIFIED URETHANE PAVEMENT MARKING - LINE 4" FOOT 8,420

78200420 GUARDRAIL REFLECTORS, TYPE B EACH 14

78201000 TERMINAL MARKER - DIRECT APPLIED EACH 4

78300200 RAISED REFLECTIVE PAVEMENT MARKER REMOVAL EACH 46

X0322936 REMOVE EXISTING FLARED END SECTION EACH 4

X0327979 PAVEMENT MARKING REMOVAL - GRINDING SQ FT 406

X0426200 DEWATERING L SUM 1

X4400110 TEMPORARY PAVEMENT REMOVAL SQ YD 1,753

X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1

X7810300 RECESSED REFLECTIVE PAVEMENT MARKER EACH 46

X7830070 GROOVING FOR RECESSED PAVEMENT MARKING 5" FOOT 8,420

XXXXXXX1 ITEMS AS ORDERED BY THE ENGINEER UNIT 100,000

Z0013798 CONSTRUCTION LAYOUT L SUM 1

Z0040530 PIPE UNDERDRAIN REMOVAL FOOT 650

Z0062456 TEMPORARY PAVEMENT SQ YD 1,753

Total Project Cost

Printed 2/27/2020 Page 4-2 BLR 12200a (Rev. 01/24/19)

ADDENDUM#1

1

NA 1 2

SUMMARY OF QUANTITIES

BURLINGTON ROAD OVER VIRGIL DITCH NO. 3 (NORTH AND SOUTH)3

®

FIL

E

NA

ME

Burlington_p2_S

OQ_01.d

gn

= SECTION COUNTY

TOTAL

SHEETS

SHEET

NO.RTE.

WeberMAUSER NAME =

PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 2/27/2020 DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

-

-

-

-

-

-

-

-

DIVISION OF TRANSPORTATION

KANE COUNTY

C.H.

SCALE: SHEET OF SHEETS STA. TO STA.

14-00437-00-BR KANE 2

MJM

MJM

JRS

58

03/07/2017

ADDENDUM#1

1

NA 2 2

SUMMARY OF QUANTITIES

BURLINGTON ROAD OVER VIRGIL DITCH NO. 3 (NORTH AND SOUTH)4

®

FIL

E

NA

ME

Burlington_p2_S

OQ_02.d

gn

= SECTION COUNTY

TOTAL

SHEETS

SHEET

NO.RTE.

WeberMAUSER NAME =

PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 2/27/2020 DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

-

-

-

-

-

-

-

-

DIVISION OF TRANSPORTATION

KANE COUNTY

C.H.

SCALE: SHEET OF SHEETS STA. TO STA.

14-00437-00-BR KANE 2

MJM

MJM

JRS

58

03/07/2017

ADDENDUM#1