dekalb county highway bid letting april 18, 2018 section...

DEKALB COUNTY HIGHWAY DEPARTMENT

NATHAN F. SCHWARTZ, P.E. County Engineer

TO WHOM IT MAY CONCERN:

DATE: April 11, 2018

Office of County Engineer 1826 Barber Greene Road

DeKalb, Illinois 60115

REF: DeKalb County Bid Letting Scheduled for April 18, 2018 Section# - 17-00022-01-BR

Office Phone: (815) 756-9513 Fax: (815) 756-8705

This letter will serve as notice that an addendum (Addendum# 2) to the above referenced project has been published.

Enclosed is a revised plan sheet page 3 containing an updated Summary of Quantities and revised specifications sheets 5-1 through 5-5 containing an updated Schedule of Prices. Both the Summary of Quantities and the Schedule of Prices have added the pay item "Aggregate Base Course, Type A 6" and increased the quantity for "Removal and Disposal of Unsuitable Material".

In addition, a copy of this cover letter is to be attached to any bid proposal returned by your company as proof of receipt thereof.

If you have any questions concerning this addendum please do not hesitate to contact this Department and speak with Wayne Davey.

wd enc

BRADHUNOLD Assistant County Engineer

Very truly yours,

f+t_ lt:!1q;r Nathan F. Schwartz, P.E. County Engineer

WAYNE DAVEY Support Services Manager

JOSH MERCHANT Operations Manager

Item No.

1

2

3

4

5

6

7

8

9

10

RETURN WITH BIO

Illinois Department of li'ansportation SCHEDULE OF PRICES

County DeKalb

Local Public Agency DeKalb Co. Hwy. Dept.

Schedule for Single Bid

Section 17-00022-01-BR

Route Somonauk Rd (CH 10)

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

Bidder's Proposal for making Entire Improvements

Items Unit Quantity Unit Price Total

REMOVAL AND DISPOSAL OF CUYD 810

UNSUITABLE MATERIAL

CHANNEL EXCAVATION CUYD 1315

FURNISHED EXCAVATION CUYD 3152

GRANULAR EMBANKMENT, TON 360

SPECIAL

TOPSOIL FURNISH AND SQYD 1404

PLACE, 4"

EROSION CONTROL BLANKET SQYD 1933

TEMPORARY EROSION POUND 470

CONTROL SEEDING

TEMPORARY DITCH CHECKS FOOT 60

PERIMETER EROSION FOOT 1264

BARRIER

INLET AND PIPE PROTECTION EACH 3

I

Printed 4/11/2018 Page 5-1 BLR 12200a (01/08/14)

RETURN WITH BID


Item Items Unit Quantity Unit Price Total

No.

11 STONE RIPRAP, CLASS A4 SQYD 790

12 FILTER FABRIC SQYD 790

13 SUBBASE GRANULAR

SQYD 3505 MATERIAL, TYPE A 12"

14 AGGREGATE BASE COURSE,

SQYD 4753 TYPEA 611

15 AGGREGATE SURFACE

TON 243 COURSE, TYPE B

16 BITUMINOUS MATERIALS

POUND 10843 (PRIME COAT)

17 HOT-MIX ASPHALT BINDER

TON 1205 COURSE, IL-19.0, N50

18 HOT-MIX ASPHALT SURFACE

TON 405 COURSE, MIX "C", N50

19 AGGREGATE SHOULDERS,

SQYD 811 TYPE B 6"

20 REMOVAL OF EXISTING

EACH 1 STRUCTURES

21 CONCRETE STRUCTURES CUYD 41.3

22 CONCRETE

CUYD 96.1 SUPERSTRUCTURE

23 BRIDGE DECK GROOVING SQYD 285

24 PROTECTIVE COAT SQYD 317


RETURN WITH BID



No.

25 FURNISHING AND ERECTING

LSUM 1 STRUCTURAL STEEL

26 STUD SHEAR CONNECTORS EACH 1656

27 REINFORCEMENT BARS,

POUND 26300 EPOXY COATED

28 STEEL RAILING, TYPE SM FOOT 171

29 FURNISHING METAL SHELL

FOOT 583 PILES 12" X 0.250"

30 DRIVING PILES FOOT 583

31 TEST PILE METAL SHELLS EACH 1

32 NAME PLATES EACH 1

33 ANCHOR BOLTS, 1" EACH 24

34 END SECTIONS, EQUIVALENT

EACH 2 ROUND-SIZE 15"

35 GEOCOMPOSITE WALL DRAIN SQYD 82

36 CONCRETE HEADWALLS FOR

EACH 4 PIPE DRAINS

STEEL PLATE BEAM 37 GUARDRAIL, TYPE A, 6 FOOT FOOT 525

POSTS

38 TRAFFIC BARRIER TERMINAL,

EACH 4 TYPE 5A


RETURN WITH BID



No.

39 TRAFFIC BARRIER TERMINAL,

EACH 4 TYPE 1 (SPECIAL) TANGENT

40 GUARDRAIL REMOVAL FOOT 762

41 MOBILIZATION LSUM 1

42 PAINT PAVEMENT MARKING -

FOOT 8160 LINE 4"

43 GUARDRAIL MARKERS, TYPE

EACH 20 A

44 TERMINAL MARKER - DIRECT

EACH 4 APPLIED

45 PIPE CULVERTS, CLASS D,

FOOT 115 TYPE 1 15"

PIPE CULVERTS, CLASS D, 46 TYPE 1 EQUIVALENT ROUND- FOOT 89

SIZE 15"

47 EARTH EXCAVATION

CUYD 2829 (SPECIAL)

48 SEEDING, CLASS 1 (SPECIAL) ACRE 0.29

49 SEEDING, CLASS 2 (SPECIAL) ACRE 2.06

50 GRANULAR BACKFILL FOR

CUYD 160 STRUCTURES

51 TRAFFIC CONTROL AND

LSUM 1 PROTECTION, (SPECIAL)

52 CONSTRUCTION LAYOUT LSUM 1

Printed 4/11/2018 -4 BLR 12200a (01/08/14)

RETURN WITH BID



No.

53 PIPE UNDERDRAINS FOR

FOOT 174 STRUCTURES 4"


I = !

GENERAL NO'JIS THE F[NAL TOP 4• OF SOIL, IN ANY RIGHT·Of•WAY AREA Dt5TURBEO BY THE CONTM.ACTOR. MUST BE

CAPABLE OF SUPPORTING VEGETATION. THE SOil MUST l3E FROM THE A HORJ:ZON (0' TO 2' OEEPJ OF SOil PROFILES Of LOCAL 50lt5 THE COST Of THIS WORK 15 INCLUDED IN EARTH EXCAVATION

(SPECIAL!

ALL EMeANKMENT CONSTRUCTED OF COHESIVE SOIL SHALL BE CONSTRUCTED WITH NOT MORE

THAN llO"i'o OF OPTIMUM MOISTURE CONTENT UETERMINEU l:!Y fHE SH.Nl)ARI.) PROCTOR TEST. COHESIVE SOIL SHALL BE DEFINED A5 ANY SOIL WHICH CONT.A.INS GREATER THAN 10''• PARTICLES BY WE!GMT PASSING THE k200 SIEVE , THE 110% OF OPTIMUM l'-IOISTUI-IE LIMIT MAY t:IE WAIVEU IN

FREE-DRAINING GRANULAR MI\TERIIIL WMEN I\PPROVEO BY THE ENGINEE~

THE CONTRACTOR SHALL CE RESPONSIBLE FOR PROTECTING UTILITY PROPERTY DURING CONSTRUCTION OPERATIONS AS OUTLINED IN ARTICLE 107,39 OF THE STANDARD SPECIFICATIONS A

MINIMUM OF 411 HOURS ADVANCE NOTICE IS REQUIRED FOR NON-EMERGENCY WORK. THE JULIE NUMBEM IS 800-892-0123. SEE SPECIAL PROVISIONS FOR MEMBEI-IS OF JULIE IN THE AREA,

TME AP~ICASLE PORTIONS OF ARTICLE 105.07 OF THE STANDARD SPECIFICATION SHALL APPLY

EXCEPT FOR ll"IE FOLLOWING: THE CONTRACTOR SHALL RE RESPONSIBLE TO LOCATE THE VERTICI\L

DEPTHS OF THE UNDERGROUND UTILmES WHIC.H MAY INTERFERE WlTM C.ONSTRU(TION OPERATIONS THIS WORK WILL NOT BE MEASURED OR PA.JO FOR SEPARATELY. BVT SMALi. BE CONSIDERED AS

INCLUDED IN THE UNIT BIO PRICE FOR THE ITEM OF CONSTRUCTION INVOLVED.

ALL BORROWM'ASTENSE ~TES MUST BE A.PPROVEO SY THE OEPARTMHH PRIOR TO REMOVING ANf

MATERIAl FAOM THE PflOJECT OR INITIATING AMY EARTHMOVING ACTIVmEs. INCLUDING TcUPORARY

STOCl<PILING OUTSIDE THE UMJTS OF CONSTMUCTION,

STREAM, SEWER. PIPE DRAIN 6, TILE FLOWS MUST BE MAINTAINED TMROUC.HOUT THE PROJECT

NORMAL FLOW SHALL BE ALLOWED TO PASS AT THE RATE rr ENTERS THE JOBSrrE. HIGH FLOWS SHALL BE ALLOWED TO P/\SS WITHOUT CAUSING DAMAGE TO UPSTREAM PROPERTIES

IF FIELD flLE IS ENCOUNTERED, STORM SEWER OR PIPE DRAIN V/!LL BE USEC JN ACCORDANCE WITH

SECTION 6Jl . THE MINIMUM SIZE FOR REPLACEMENT WILL BE 6" FDA PIPE DRAINS AND 8" FOR STORM SEWER, BUT THE SIZE MUST BE AT LEAST 2" LARGER THAN THE ADJOINING TILE. COST OF THIS WORK IS INCLUDED IN CONCRfTE STRUCTURES

THE FOLLOWING RJI.TES OF APPLICATION MAVE BEEN USED IN CALCULATING PLAN QUANTITIES:

GRANULAR M.t.TERIALS., ... - , .. - , ............. -1.. •• - ,.-•• ,-.,.,-,_·-·2.os TONS/ cu YO

HOT MIX ASPHALT----·--·--··""•· - --112 LBS/ SO YlJ I JN BITUMINOUS MA'Tl:RIALS (?RIME COATI ION GRAVELl - 0..2S LBS / SO FT

TEMl"()RARY EMOSION CONTROL SEEDING ... -.--.. ,-,- 100 LBS/ ACRE/ APPUCATIDN

THE MEA TO BE SEEDED SHALL C.ONSlST OF ALL DISTURBED EARTH SURFAC.ES WITHIN THE R.O.W. AS DIRECTED DY THE ENGINEER.

SUMMARY OF QUANTITIES COOE ITEM

20201200[ REMOVAL AND DISPOSAL OF UNSU I TABLE MATERIAL

20300JOOI CHANNEL EXCAVATION

20.tooaool FURNISHED EXCAVATION

210003001 GRANULAR EMBANKMENT. SPECIAL

211016151 TOPSOIL FURNISH ANO PLACE

251006301 EROSION CONTROL BLANKET

280002501 TEMPORARY EROSION CONTROL SEEDING

28000305 ) TEMPORARY DITCH CHECKS

2!000400 1 PERIMETER EROSION BARRIER.

:HIODDSDD I INLET AND PIPE PROTECTION

2!1100107 1 STONE RJPRAP CLASS A4

2e2002ool tlLrEF, 11.11R 1c

.n1oog~a1 SUBBASE GRANU LAR MATERIAL TYPE A }2 4

35100SOOI /\GGREGATE BASE COUP.SE , TYPC II 6"

40200:JOOI AGGREGATE SURFACE COURSE TYPE B

406002751 BITLMINOUS MATERIALS IPI-IIME COAT)

-106030801 ,m,,,uir AsP'HAI. t rJtM:ICJI (U.Jll5 ~ Tt.i11 ~t K'S~

40603310 1 HOT-MIX ASPHALT SURFACE COURSE , MIX · c• , N50

•s101soo l AGGREGATE SHOULDERS TYPE B 6 "

501001001 REMOVAL OF EXISTING STRUCTURES

50300225 I CONCRETE STRUCTURES

50300255 I CONCRETE SUPERSTRUCTURE

503002601 BRIDGE DECK Gfl.OOVING

50300300 I PROTECTIVE COAT

SOSOOIOSI FURNISHING ANO ERECTING STRUCTURJI.L STEEL

sosoososJ STUD SHEAR CONNECTOAS

50R0020SI REINFORCEMENT BARS EPOXY COATED

5090 10501 STEEL RAILING. TYPE SM

51200957 1 FURNISHING METAL SHELL PILES 12• X 0.250"

5120230S I OOIVING PILES

Sl:l~J.Jea l TEST P 1 LE METAL SHELLS

SlSOOJOO j tlMo!E 141. •. Jil'ES

521005201 ANCHOR BOLTS , l"

542U290I ENO SECTIONS, EQUIVALENT ROUND-SIZE 15 •

591001001 GEOC~?OSITE WALL DRAIN

60100060] CONCRETE HE1'0WALLS FOR PI f'E ORA I NS

63000001 1 STEEL PLATE BEAM GUAMORAIL. TYPE A 6 FOOT POSTS

63l00075j TRAFFIC BARRIER TERMINAL , TYPE 5.t.

631001671 TRAFFIC BARRIER TERMINAL . TYPE l !SPECIAL) TANGENT

632003101 GUARDRAIL REMOVAL

671001001 MOBJLIZATI~

a COST OF SAW CUTS IS INCLUDED EARTH EXCAVATION (SPECIAL). JBOOI I JO i'rilNT #A,V'CJ,f§r(T M<i,A,:'plG • L INE

j COST OF PAVEMENT REMOVAL IS INCLUDED I~ EARTH EXCAVATION (SPECI.ALJ 78200410 GUARDRAIL f,,IARl<ERS TYP!: A

~ COST OF GEOTECHNICAL FABRIC FOR GROUNlJ STAt:IIUZATION IS INClUOEO IN COST OF GMANUL.O.R 787 0IOOO TEMMINAL MAP.KEM • O I MECT APPLIE D

~ EMBANKMENT. SPECIAL 54200220 PIPE CULVERTS CLASS 0, TYPE t 15 4

8 54205470 PIPE CULVERTS CLASS O TYPE l EQUIVALENT ROUND-SIZE 15"

i X2020410 EARTH EXCAVATION [SPECIAL!

; X2500900 SEEDING, CLASS 1 [SPECIAL]

; X2501000 SEEDING . CLASS 2 [S?ECIALJ

J xse6011ol -r;RA>IULAII e-11.t=KrltL '°" 5TIWCTUR~S

- TRAFFIC CONTROL ANO PROTECTION (SPECIAL]

; COK'ST!U.ICT to!IJ lA'fOOT

QUANTITY UNlT

610 CU YD

I 315 CU YD

3 152 CU YD

l60 TON

1 404 SO YD

J EACH

7 90 I so YD

790 SO YO

3 sos SO YO

4 153 SQ YD

'" TON

10 843 PO\JNO

1 205 TON

40S TON

Bl! SO YD

J EACH

41 , 3 CU YO

" J C.U YO

"' 50 YD

'" SO YD

J LSU<

1.656 EAC:H

26,300 PO\JMJ

171 FOOT

5'3 FOOT

"' FOOT ~

EACH

EACH

~ ' EACH

" SO YO

EACH

525 FOUT

EACH

EACH

"' FOOT

J LSU<

8160 FOOT

20 EACH . EACH

JIS FOOT

89 FOOT

2,629 CU YD

O.H ACRE

2.06 ACRE

J50 CU YO

LSUM

""' ------t-----FOOT ~ PIPE UNDERDRAINS FOR STRUCTURES 4 • f

•!ii .. """' I ::: l~iig '£:'TNO,

~ endier WEND<.ERENG'"""'"0 ... "'""'·'"

0 - - """'"" DEKALB couNTY HIGHWAY DEPARTMENT sUMMARYOF QUANTTTIES

j W !!!w=:'!:oad, Dix:!~::;~!~ :::o . ::: SOMONAUK ROAD (C.H. 10) & GENERAL NOTES ~ CCWTR

1 lhlt.PTcrMaloo.!,/Delign AomNo. ,~" c-cca:m • ~ OVER LITTLE ROCK CREEK •~ .Hlt6'311 tlll>IAA."I

dekalb county highway bid letting april 18, 2018 section...

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