HomeMy WebLinkAboutSpecifications
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102.-023..10
11U'~L. P.W
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CERll.t'lCATE OF SUBSTM!JAL COMP~lJON
O\V~"s Project No. 23::01.. 93"{)3, 95-01. &; 95-(r2
ENGTht.t:.l2CS Project No. .lO'...ll7'\..30.
Projl!Ct
}{ld",.::.u.ont A venoelCreek.Jide Circle S'--,.:-.;..t ILI....,I.O\I:.J.UJiou~..Jo And Trunk Jljp....'C'
l3/In4JJRfril1 Park Storrq ~ T....~ .."yemeots
CONTRALIOR S M. Hen~ & Sam lpc.
C\rllJ.ract For B-ider;p1rmt A.v~/C,'.:...:..kJ:id~ Cin::le Street Tmpmv.. ....:.:..~ 3qQ TTUOk.l-fiIh-.!
JJlIDt\I~ Sl""'a u. ~T ITQprnv~r~.
() HlfT~ Dart' 11J~ 1.9 T 9.9~
This Ccxl1t1c~ of SuL.;..mia1 Coraplcdonapp1ics to all Work UDder the Cautract DOClunena or
to tllC rrol1iJwlng specified paru ~"",r:
To {:jr~:._vt edQC 1 JJk~ Afinn~~
(11l..-,.a:.o/~
And T o.$_.M. Jlnlf~ & Son.. Inc
o:I'rJ"R.ACTOk
Thr~ Work to whi,h tlris Certifit;.atc applies bas been inspected by authorized represenwi:ves of
O~~ K,. C.llN lKAL.l O~ .and BN~ JJl:J(. and that Work is bc:reby dec1ued 10 be 5Ubstatdislly
c;owplt:te in accot'da1xe with the Contract Documents on
July 1 ~ lW6
I>....TEOF &UDnAN1W. ~N
A ~ lIst of ik.-4~ to be -..~eted or co,,~-a=d is aaacbed. h,.,."'....;:O. This &t may not be an-
iocb!~ . ; -aId die failure to include an item in it does not alter the r:esl"....,usibibty of
CON] RAe It JR to co~lete aD the Work in ac:cordance with the Contract Documenls, The items
in tbe tentatiy~ tist shall be .........l.Ut'Ierec! or ,-v...t_W by COl'ot.l !(ACTOR witJ1in Q days r.rf the
.above t"t-J r~ ~)f ~u.l'st.antial COUlyletion
llJCDC No. lQtO-8-n (1983 Edition)
Pr~ }iI,.~ ~'l:&.'~' loiJ1( ~ DllIQUI1C'* Comau_~ uti ~ by 1'be ~ Citft:nJ OftnIcLcft 0( AI" .:_
j: \d~' t OZ\ n'u. J.- t\1 02,....Q2J.csc
1O'1...L1~- ---
;'
~
.Jtt. \;0' -:l il:.lJ I J L
,-..,
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Tlli.. rc~poD8ibilities between O~J::.t( and CON l.t<ACIOR fur security!! cperati.,n. safety,
maint~uanc.e. h.eaJ~ ntiUties,. insUraoce and W&Il'amies sha1l be as follows:
RESP<- ,1\-srnUJ l~:
("~' Nhl{
lb.e Ownl!f' asSqp1e.c1 res:po~ibil,~ foc orJe'r.lrinn moo ro::l1ntP-tlaw;,e pf tJ1f:.
tlll'.rrnv~.~,
CONTRACTOR
Tho C-Ol.lu..ctor wll be Te!Q;)Pps)bl~ for ::1'03' daroaee nf ttil~ for the aPave
~jlirie!l orher ~ wJlich ~v he anrihutHbl~ tQ norwa1 we:u- ,and tp~..-:.
The fiQllowing documents are attacbcd. to and made a part of this Cenificate:
f'l1S ~...~fic:rtr <ioes not wnstitute au acccp~ of Work nor in accordance with the CODL...",t
f'i~,mnr.vlS .oJ. js it a re1ea..se of co~ 11<ACfOR1g obligation to complete the Worle in accord.aDce
I. itl:1 thf' C0tJt1-acr DOCJ1JT1ems.
EXl:cnb!d Iw FNGINt.l:..K an Y CJ
. 19~.
MSA COI15~.ltlf1r "En.~..,eeTs
BY~~~
COf'(.'MC I'OR ~'(S this f%rtifJc:ue of SubstuJtia.1 CVI.LI{11etion on . 19~.
J~ ~:jJ-
care of Snbstantbll CV.l.U}J,)etion OD _ q - 4 y 19 9~.
~ of 'Prior T Jib-. 'M1nnHq~
O'IINEIt.
BY ~~~~ f.E,
Proposal of S .m. ~N.. \'-=1 ~ ~ S t)~). ("J ~.
(h~A.I,-inafter called
BIDDER), organized and existing under the laws of the State of ~,.J doing business as
~O-Oi\~ .. To the .-Citv of Prior T .ake
(hereinafter called tOWl'.~.Kt).
In compliance with your Advertisement fot Bids, BIDDER hereby proposes to perform
all WORK for the construction of Rid~emont A venue/Creekside Circle Street L"wrovements and
Trunk Hi~way 131Industrial Park Storm Sewer III\Provements .in ~l1~ct accordance with the
C0l'41KALJ. DOClJl\iU.J.~S, within the time set forth therein, and at the prices stated below.
By submission of this Bill, each BIDDER certifies, and in the case of a joint BID each -
, . , ,-. ~:;;-'.-,'-.-"~-:~;'
party thereto C~A Ldies as his own organization, that this BID has been arrived at independently
without consultation, communication, or agreement as to any matter relating to this BID with any
other BIDDER or with any competitor.
BIDDER hereby gives to commence WORK under this contract on or before a date to be
specified in the NOTICE TO PKOCEED and to fully complete the PROJECT within 60
consecutive calendar days thereafter. BIDDER further agrees to pay as liquidated damages, the
sum of $ 500.00 for each consecutive calendar day thereafter as provided in Section 15 of the
General Conditions.
BIDDER acknowledges receipt of the following ADDENDUM:
K(
* Insert "a corporation", "a pClJ.luership", or "an individual" as applicable.
frontlO2.023
5
102-0'23-20
'i._.:.:.-.}-..r.,.,. :.;".i...;.fi......~.t:...,..-_~.....-...,~.~......~.~....-..,...I..-.....'_..,t.;.....~..".'.".'.:.~..~.~....~."...........:._.~,!...,_:...l'..~~.."..~....._.....,;.~.......................;..:........'.-.~>..'....~.-...~,..:~...:.'.'.~,~..........~...~..~.:;..~.:...~_~.~...':...:.f.'.::...i~.~....;.........-.............'....-...-...,...~.~....~.;-~-..\..:...,.:M-_'.........,.".:v..~'.........~.-.~.?..:..:.........",' ._~~~)ti~~i...
-- ~o~""",~"...,. . _.--.c <:.i,," "7 ,;J::;'I.ft_{}_'.,..'~.i.i.~~.:.~~.~-q..:.'~..;~{=.~:-.~:;:,';f;~~"
BID SCHEDULE FOR: ',s'~"~..~: -.:= :n:.:i:<.::-_-_ .._ .=,~;~~,....-_.o._...~..,..._...::,.~~.;;.,~,-- ".
,~.-'" . ~""'- .,......"" -.:~.,.
RlDGEMONT AVEJ CREEKSIDE CIRCLE ~ II'\EET IMPROVEMENTS AND
TRUNK HIGHWAY 13 & INDU~ I rdAL PARK STORM SEWER IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESo.T~._..
SCHEDULE 1.0 RIDGEMONT AVENUE STREET
1 MOBILIZATION LS 1 , ,cOQ..S)t> "",\,t:)~~c
2 SALVAGE AND REINSTALL SIGNS LS 1 11Q2g.~~ 'IQ~.n~
3 CLEAR AND GRUB AC 0.06 7. '0 c:.o. ~'::) ~~.~
4 COMMON EXCAVATION CY 2958 ~ ..; co \Q~~"-~
5 SUBGRADE PREPARATION 0-12" RDSTA 15.5 /JDC.09 ? .no .~_
6 MILL BITUMINOUS PAVEMENT SY 54 C;..Q~ 'L'e . OQ
7 AGGREGATE BASE, CLASS 5 TON 2223 c..,. ~ -... 14-)~q .~
8 TYPE 41A, WEAR COURSE MIXTURE TON 455 ~Ct. 'Q.t;)\~..~~
9 TYPE 31 B, BASE COURSE MIXTURE TON 845 \..~. a~ 'JQ.,b~~c::.
10 BITUMINOUS MATERIAL FOR TACK COAT GAL 236 \~~ ~'2}, ~<:)
11 CONCRt: I t: CURB & GlJ I I t:r<. B618 LF 3100 c:;.~ '~,"'Ao.~
12 BITUMINOUS DRIVEWAY SY 194 \.\., c; 0 'Z./'2....~(. ~~
13 CONCRt: I t: DRIVEWAY AND APRONS SY 41 1..5. CC) , , ~'Lff7. ~
14 4" CONCRI: II: SIDEWALK SF 7572 ~ \C; .144.~
15 8" CONC. VALLEY GlJ I I t:t( SF 104 ~.r-- -; \"Z.. O~
16 BITUMINOUS PATH SY 120 \.\ ~ ~o \ ,'2, ~o. Q<::)
17 PEDESTRIAN RAMP EA 2 \ <::I€::L OC ~o. ~a
18 4" eQUIVWlDTH PAVEMENT STRIPING LF 3100 E:) . "':+ 0 ~.~~
19 ADJUST FRAME AND RING CASTING EA 2 L- 70.0(:) ~OQ~C
20 ADJUST GATE VALVES EA 2 7!i 0 . ,--.. ~~~
21 SILT FENCE LF 800 , f7D 1."n~.~
,
22 SODDING, LAWN & BOULEVARD SY 4283 l\~~ S:qC1b.~
23 SEEDING AC 0.3 \,1-70."00 ';"'\~. "QC
24 WOOD FIBER BLANKET SY 1417 \. " dr? 1...,07 a,.. ~ c:;
25 CATCH BASIN SEDIMENT BARRIER EA 2 ~o .c'D , ~O.~
26 WATER FOR DUST CONTROL MGAL 35 ~ . c::x:. lo~.oa
27 JUNIPER, 24" HT, POT EA 2 ??..'Oo lco.~o
28 LILAC, 36" HT, POT EA 2 -; 0 .c'D ~_ ro. ~
29 SUBGRADE DENSITY TEST, INPLACE EA 3 .., o. ~c:> <1~
30 CLASS 5 GRADATION TEST EA 1 4-('.0::> A-r~ aC)
31 CLASS 5 PROCTOR TEST EA 1 .., ~ ~ C)'O \.dr~ Oc>
32 CLASS 5 DENSITY TEST, INPLACE EA 3 4-0.00 I to . OQ
33 CONC. CYLINDER COMPRESSIVE TEST EA 6 90,00 '7~. cO
34 CONC. AIR ENTRAINMENT TEST EA 6 9~ ,0-0 ~. c:c:>
.
35 CONC. SLUMP TEST EA 6 ,C:;.. .......y ~ QC:::)
36 BITUMINOUS EX I ~CTION EA 5 , t; ; '-Ie....) ~ 1';. -c5O
102023BS.WK4 5A 102-023-20
.'__.........._.._..._,...... .... 4_' ,',~
~. .... ._.__.._-""~. - ~
-.... '- ,--...........-..-
.. ,.. -'"---"'.-.--'.-.--. .~"_., ..
"':.. ~~;~:~.-:";;.:'::j.~':..h.
37 BITUMINOlJ'S-GRADATION
38 BITUMINOUS AIR VOID TEST
39 BITUMINOUS CORE DENSITY TEST
EA
EA
EA
5
5
5
i. '7,,0.::.
~'!~c
\ 00 .~c
"~...Cl.Q
~~.a.~~
t;oo.~
T SCHEDULE 1.0 RlDGEMONT AVENUE STREET - TOTAL BASE BID
\ \ (gJ 04-" C;~
SCHEDULE 1.1 RIDGEMONT AVENUE ALTERNATE A
1 COMMON EXCAVATION - DEDUCT CY 483 ':; .'7 <:) ~\J~qo c;~
2 AGGREGATE BASE, CLASS 5 - DEDUCT TON 898 Co .t7c -<c:;,S3, .1:)~ ~
3 MillED BITUMINOUs/SALVAGE CLASS 5 - ADDITION CY 483 \ .. .o~ de- ! ~~. C;)O
T SCHEDULE 1.1 RlDGEMONT AVENUE ALTERNATE A - TOTAL ~ 2.. ; G.~., .?Q !
SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SEWER
1 CONNECT TO EXISTING SANITARY MANHOLE EA 1 &7'Qo_ 't:)~ 7 O~. ....~
2 8" PVC (8' TO 10' DEEP) LF 124 'ZQ.~o ...J..A~O. ~
3 8" PVC (10' TO 12' DEEP) LF 465 ?.o . <YO q:z"OC.~
4 8" PVC (12' TO 14' DEEP) LF 198 ~.~C ~;q~o
5 8" PVC (14' TO 16' DEEP) LF 131 1'O.~ 0 -"t~G'l.~. ~o
6 8" x 4"WYE EA 7 ( t;;;i:). Co "'.~~uQ.
7 4" PVC SDR40 SERVICE PIPE LF 251 '~OD -" ~ \'-.r 1:)0
.
8 STANDARD MANHOLE EA 3 \ .Le-olao ~ <;"00. ~
9 EXTRA DEPTH FOR MANHOLES LF 11.28 ( ~~ t)C , r '1 e,.. ~~
10 IN-PLACE DENSITY TEST EA 19 ~o.oo t;{Q. ~
~
T SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SewER -TOTAL l.../ ,<2> 1 '\:) I -ou
SCHEDULE 3.0 RIDGEMONT AVENUE WA TERMAIN
1 CONNECT TO EXISTING WATERMAIN EA 1 .,coo. ~t:) L; O"\::) . ~ ~
2 8" DIP LF 934 ~.."t)O ~J5dc-~IUO
3 6" GATE VALVE EA 1 ~o'O.o~ 'Soo. u~
4 FITTINGS L8 710 \ ,e=; 0 \. QG;ac; ;oQ
5 HYDRANT WI GATE VALVE EA 2 .:J. f?$;CJ I y\o-J 4. ~ c)::). C)O
6 WATER SERVICE EA 7 \C::;l).00 I. o.c:;o.-oo
7 1" WATER SERVICE PIPE LF 180 ~ 1. "0 '0 '-J''-O'~
8 IN-PLACE DENSITY EA 11 '2,0.0.0 ?) "0. ~'O
T SCHEDULE 3.0 RIDGEMONT AVENUE WATERMAIN - TOTAL ~c,G::>~.~
SCHEDULE 4.0 RIDGEMONT AVENUE STORM SewER
1 REMOVE CATCH BASIN EA 1 ?~.~1:) t;~~Q C;)
2 15" RCP CLASS 5 LF 84 ~~.~ L.:\e~.~
102023BS.WK4 58 102-023-20
,.... '''''.'' ..",_ r......_, r.._r,._..""",
3 15. FES RCP CLASS 5
4 CATCH BASIN
5 72" MANHOLE (SUMPED)
6 RIP RAP CL3
7 GEOTEXTILE FABRIC, TYPE N
8 HA YBALES
9 IN-PLACE DENSITY TEST
EA
EA
EA
CY
SY
EA
EA
1
1
1
13
31.7
8
7
.
T SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER - TOTAL
~o~
I, \'fO.. 00
.2-:\~ Q. QO
'f"o . 'QQ
'- .~ 0
'7 r oC)
~o:oo
,.. ~ SOO.. Q~
f r I-S-O. ~
"2-, -,~ 0" "Q a
(g~O'rb~
fo~ , ~
~. 't)O
'2...'~ .~Q
..., I~ \7, .4a
SCHEDULE 5.0 CREEKSIDE CIRCLE STREET
1 MOBILIZATION LS 1 .., I C"OQ . 0\::) , 1 Q'Oq. "1)0
2 SALVAGE AND REINSTALL SIGNS LS 1 '1 ~Co .O\;;L t ~ O~O "'o\:)
3 COMMON EXCAVATION CY 2747 -z.., "0 qJ~\~O
-
4 SUBGRADEEXCAVATION CY 645 17,OO ~ ;L-~~. OC
5 MILL BITUMINOUS PAVEMENT SY 45 -;",00 ~.~~
6 SELECT GRANULAR BORROW CY 645 c; . tt::; 0 ~1C;4"So
7 AGGREGATE BASE, CLASS 5 TON 1686 ..,. c::t:::) \ \ ,C6a?...:70
8 TYPE 41A, WEAR COURSE MIXTURE TON 358 !.1- ,au -"f>/~O~
9 TYPE 31 B, BASE COURSE MIXTURE TON 665 \ C\ , ~e \1./~77;t::)Q
10 BITUMINOUS MATERIAL FOR TACK COAT GAL 186 l.1:o ",-~~.1.o
11 CONCRc I c CURB & GlJ I let<, B618 LF 2653 -7 ~4--0 \4!;'L~ 7.~
12 REMOVE EX 16" BARREL, INSTALL 12. BARREL EA 1 '7 OC).Q \::) if OQ. ~c
13 REMOVE EX 24" BARREL, INSTALL 18" BARREL EA 1 C:;oo.o'Q Z7'C:lO. ~~
14 ADJUST FRAME AND RING CASTING EA 3 '2,70.~C'1 -"S~. ~
15 ADJUST GATE VALVE EA 5 1- CSo. 'Cu \It$~.~~
16 BITUMINOUS DRIVEWAY SY 549 \.\, ~O Co ,~\~...<;;'O
17 CONCRETE DRIVEWAY SY 17 1.--~. Cu 4-t..~. ~
18 CATCH BASIN SEDIMENT BARRIER EA 9 'i C\.uD 4<;;1).~
19 WATER FOR DUST CONTROL MGAL 30 7....C>.~-o ~~.u~
20 JUNIPER, 24" HT, POT EA 4 7:, 1: Qb \.~. ~O
21 LILAC, 36" HT, POT EA 4 ~o..~ ,~.~~
22 SILT FENCE LF 100 \ .7';;) \~o. ~"O
23 SODDING, LAWN & BOULEVARD SY 5090 \ .~ "I . 'L,k,. ~o
24 SUBGRADE DENSITY TEST, IN~LACE EA 3 ?o.C)Q <tQ.~
25 CLASS 5 GRADATION TEST EA 1 ~.~~ 4<;:~
26 CLASS 5 PROCTOR TEST EA 1 l dr_'OO ldr_~'O
27 CLASS 5 DENSITY TEST, INPLACE EA 3 4-0 .O\:) \ , 0 .\:\"0
28 CONC. CYLINDER COMPRESSIVE TEST EA 3 q~.. ~"C> c...::l9 . 'C::Il."O
29 CONe. AIR ENTRAINMENT TEST EA 3 q~.oc 1.- ., 0 . tS:)
30 CONC. SLUMP TEST EA 3 \~.C>'O 1.,'1...'7. ~"C>
31 BITUMINOUS EXTRACTION EA 4 ""'\'7. ~v ? OO.~
102023BS.WK4 5C 102-023-20
.- --
1
32 "BITUMINOUS GRADATION" EA 4 , ftO~ "~~~.. 00
33 BITUMINOUS AIR VOID TEST EA 4 \l...c . ~o ~~'U.~C
34 BITUMINOUS CORE DENSITY TEST EA 4 l ~O.~O ~. ~ ::::::>
T SCHEDULE 5.0 CREEKSIDE CIRCLE STREET - TOTAL q(..,.~.,7. .qo
SCHEDULE 5.1 CREEKSIDE CIRCLE ALTERNATE B
1 COMMON EXCAVATION - DEDUCT CY 430 -;; .C;~ ~1.C;,c; "~I
2 AGGREGATE BASE, CLASS 5 - DEDUCT TON 799 Co.~D (.. e;t,F\ ~ . ~ 0 )
3 MILLED BITUMINOUs/SALVAGE CLASS 5 - ADDITION CY 430 'Q .00 4-:7,~o... -o\:)
T SCHEDULE 5.1 CREEKSIDE CIRCLE ALTERNATE B - TOTAL (7.. ,~f) 60f-
SCHEDULE 8.0 CREEKSIDE CIRCLE STORM SewER
1 REMOVE CATCH BASIN EA 1 ~Q_OQ ~ t"'\"O. 0<::)
2 CONNECT TO EXISTING STORM SEWER EA 1 .z,-;- 0.. Q::) ~.:?c.QO
3 4" TP DRAINTILE LF 731 7.00 ~ ~9?.. 00
4 12" RCP CLASS 5 LF 63 "1...~ .. '0 ~ 1 ,1.J;oO. ~~
5 15" RCP CLASS 5 LF 375 1- 4'1, lQ,O "9 :liS.. -o'U
6 18" RCP CLASS 3 LF 60 70.00 I ~. 'Q~
7 15" HOPE LF 113 -7,0. o~ ~: ~ 9. a. tb:l..
8 15" FES RCP CLASS 5 EA 1 "'2,~o." 0,;:) ""2,90. t;>C
9 18" FES RCP CLASS 3 EA 2 ~C). OC) " Sea. ~
10 15" HOPE APRON EA 1 ?70 . Q::> ~o.oCL
11 CATCH BASIN EA 1 l , \ '5'0. a~ , . 17' o.~a
12 27" MANHOLE EA 1 ~5"D. c\:::) ~70.'OO
13 STANDARD MANHOLE EA 5 \ , \~ 0.. oC 7.,~a.~o
14 72" MANHOLE (SUMPED) EA 2 'Lj"\So.~ ~ E .t::;~~
15 HAY BALES EA 28 '1,.0'0 \~..oo
16 IN-PLACE DENSITY TEST EA 7 ~o.~~ ~o. ~:::>
T SCHEDULE 8.0 CREEKSIDE CIRCLE STORM SewER. TOTAL ~'7,~..)~:-oo
SCHEDULE 7.0 T.H.13 DRAINAGE TO MITCHEll POND
1 CLEARING AC 0.64 A-.tfc.1D () ~ ~~6o.ao
2 GRUBBING AC 0.64 .:r, ~ cJo . Cc') J..ra~o.~ v
3 COMMON BORROW (CV) CY 750 .;-: )0 4-- \ L". Qb
,
4 TOPSOIL BORROW (LV) CY 260 ( ~ ,~'O ..::l .' (g~~. 0 t:>
5 SALVo & REINSTALL EX. CHAIN LINK FENCE LF 110 , ~ .0':::> \ J to ~. c;i:::J
6 BITUMINOUS RESTORATION SY 53 1...0. c.:::.. , t"'\ G- -0 . ~"D
,
7 36" RC APRON WI TRASH GUARD EA 1 \.~ 70 .o\:::> \ .., <; 0 . 1::\~
\
8 36" RC PIPE 7.5 DEGREE BENDS DESIGN 3006. CL III EA 7 "'\ ., .:> . ~ ? ,1...c?O .Q~
102023BS.WK4 50 102-023-20
9 36" RC PIPE SEWER DESIGN 3006, CL III LF
10 CON~ II"(UCT DRAINAGE., I KUCTURE DESIGN n-4020 EA
11 n" DlAMc I cR MANHOLE WI SUMP
12 CONNECT TO EXISTING STORM SEWER
13 RANDOM RIP RAP CLASS III
14 GROUTED RIP RAP CLASS III
15 GEOTEXTILE FABRIC, TYPE IV
16 CATCH BASIN SEDIMENT BARRIER
17 BITUMINOUS CURB
18 TRAFFIC CONTROL
19 BALE CHECK
20 SILT FENCE, HEAVY DUTY
21 SOD, E;ROSION CONTROL
22 SOD, LAWN & BOULEVARD
23 WOODFIBER BLANKET, REGULAR
24 SEEDING WITH MIX 500
25 INPLACE DENSITY TEST
EA
EA
CY
CY
SY
EA
LF
LS
EA
LF
SY
SY
SY
AC
EA
T SCHEDULE 7.0 TH 13 DRAINAGE TO MITCHEL POND-TOTAL
SCHEDULE 8.0 INDUSTRIAL PARK STORM SEWER
1 CLEARING AC
2 GRUBBING AC
3 12" RCP STORM SEWER, CL V LF
4 12" RC APRON WI TRASH GUARD EA
5 27" DIAMc I cR MANHOLE WITH STOOL CASTING EA
6 48" DIAMc I cR MANHOLE EA
7 72" DIAMc I cR MANHOLE WITH 3' SuMP EA
8 CON~ I "UCT 48" DIAMc I cR MH OVER EX. 12" PVC EA
9 CL III RANDOM RIP RAP CY
10 GEOTEXTILE FABRIC, TYPE V SY
11 CATCH BASIN SEDIMENT BARRIER EA
12 HAY BALES EA
13 SILT FENCE, HEAVY DUTY LF
14 WOODFIBER BLANKET, REGULAR SY
15 SEEDING, #500 AC
16 INPLACE DENSITY TEST EA
T SCHEDULE 8.0 INDUSTRIAL PARK STORM SEWER-TOTAL
102023BS.WK4
5E
491 1 c':~.6"~' .. .'~':-S10.Q~
3 '2.,' ~o.() \:) ~ 17-C:;'Q..Q~
1 ..2. I , C?~. 0'0 1....lcfO. CO
1 ~OO.o'O .; t:)~ . ~o
278 ~,OO ~C, ~Q
28 " ?to \:) ""2- ,ao 00
,
222 1...~~~ 4 ~ +,Q\:)
4 ~'t),oO "r\.Q -on
50 (Q. ~Q -;~o Q':::>
1 '2..t; 00 . 0 ":::) ~.~~~.'OO
7~OO ,
40 'Loo. '0 Q..
50 ~.Q~ \c;n cO
1222 \ .~ J\.'IO. ~a
222 (,~ ~IO. COO
1???, l~ \ III ( .Cfo
0.52 \ t 1.20. '00 Co~c. C:) C)
3 ~ o. cO . ,,~. ~
Q4, \,1.. ,70
-, ,,50'0,,-,-,
0.11 Ii "V~~t4 ~'2-~_ Q'CL-
0.11 \. ,~o~#'Ou ~151.'f'~
208 --:;c,.~;:) Co ,'2..Ao . ~~
2 I : aoe . <;;:)::::::> -z.... c-;:)o. Q 0
1 ~c;'C .'CO ~ 5~. '"t:)O
2 , I\?O.OO 1... ."2" 00 . ~ -0
1 -z.. .'7o.~a ....2~, 50. o~
1 \ ,1...70. cu ,\ \..~. \:)0
59 I. C;. ~o 4-, c\-l.. 7. c:) Q
180 7-. . co --;(.0. 00
5 <;0 .~ '1...~O- ~a
20 ~~OO r a~.uD
200 ?~;::> ~.~~
533 l,10 19.~. ~c
0.2 1/t..qD~~~\"" 1.- ~O.-oC
2 1,o.'U.:> ~o. ~.,:::)
').. ? I <6 ~ 4.70
102-023-20
-. SCHEDULE 1.0 RIDGEMONT AVENUE ~ IrtCC I
""",':'~~:~'c"':~~;::";":':' ,~..It.,,,.,,,-_,- ',....__..,,-...--,-O~_'__._..~._ ._. .."....,...-'_...,
'-'SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SEWER
SCHEDULE 3.0 RIDGEMONT AVENUE WATERMAlN
SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER
SCHEDULE 5.0 CREEKSIDE CIRCLE \) I n;EET
SCHEDULE 6.0 CREEKSIDE CIRCLE STORM SEWER
SCHEDULE 7.0 T.H. 13 DRAINAGE TO MITCHELL POND
SCHEDULE 8.0 INDU" IrtlAL PARK STORM SEWER
TOTAL BID AMOUNT
SCHEDULE 1.1 RIDGEMONT AVENUE ALTERNATE A
SCHEDULE 5.1 CREEKSIDE CIRCLE ALTERNATE B
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COMPANY
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ADDRESS
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DATE
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TELEPHONE NUMBER
102-023-20