DeKalb County Highway Bid Letting April 18, 2018 Section...
Transcript of 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.
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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
Bidder's Proposal for making Entire Improvements
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
Printed 4/11/2018 Page 5-2 BLR 12200a (01/08/14)
RETURN WITH BID
Bidder's Proposal for making Entire Improvements
Item Items Unit Quantity Unit Price Total
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
Printed 4/11/2018 Page 5-3 BLR 12200a (01/08/14)
RETURN WITH BID
Bidder's Proposal for making Entire Improvements
Item Items Unit Quantity Unit Price Total
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 Page 5-4 BLR 12200a (01/08/14)
RETURN WITH BID
Bidder's Proposal for making Entire Improvements
Item Items Unit Quantity Unit Price Total
No.
53 PIPE UNDERDRAINS FOR
FOOT 174 STRUCTURES 4"
Printed 4/11/2018 Page 5-5 BLR 12200a (01/08/14)
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