Amendment_No._003__HSCG82-16-B-PMV012.pdf
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AMENDMENT NO. 0003
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1 CONTRACT ID CODE PAGE OF PAGES
AMENDMENT OF SOLICITATIONIMODIFICATION OF CONTRACT I 6
2. AMENDMENT/MODIFICATION NO 03/02/20 16 4 REQUISITION/PURCHASE REQ NO 5. PROJECT NO (If applicable)
0003 5093679 6 ISSUED BY CODE 7 ADMINISTERED BY (If other than Item 6) CODE
CONTRACTING OFFICER CONTRACTING OFFICER
USCG, CIVIL ENGINEERING UNIT MIAMI USCG, CIVIL ENGINEERING UNIT MIAMI
15608 Sw I 17m AVENUE 15608 Sw i I7 AVENUE
MIAMI, FL 33177-1630 MIAMI. FL 33177-1630
8 NAME AND ADDRESS OF CONTRACTOR (NO.. STREET, COUNTY. STATE AND ZIP CODE) 9A AMENDMENT OF SOLICITATION NO.
HSCG82- 1 6-B-PM VO 12
PROSPECTIVE BIDDERS
96. DATED (SEE ITEM II)
02/02/2016 bA MODIFICATION OF CONTRACT/ORDER NO lOB DATED (SEE ITEM 13)
CODE FACILITY CODE
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLiCITATIONS
The above numbered solicitation is amended as set fotth in Item 14. The hour and date specified tor receipt of Offers is extended, is not extended.
Offers must acknowledge receipt ot this amendment prior to the hour and date specitied in Ihe solicilation or as amended, by one of the following methods
(a) By completing Items 8 and 15. and returning 1 copies of the amendment, )b( By acknowledging receipt of this amendment on each copy of the offer submitted or )c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER It by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified
12 ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
I A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 1OA
B THE ABOVE REFERENCED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office appropnation date, etc) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43 103(b)
C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF
D OTHER (SPECIFY TYPE OF MODIFICATION AND AUTHORITY)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14 DESCRIPTION OF AMENDMENT/MODIFICATION (ORGANIZED BY UCF SECTION HEADINGS, INCLUDING SOLICITATION/CONTRACT SUBJECT MATTER WHERE FEASIBLE I
AMENDMENT REASON: PROVIDE ADDITIONAL CLARIFICATIONS
A. CLARIFICATIONS AND RESPONSES TO REQUEST FOR INFORMATION (RFFs) ARE ATTACHED.
B. BID OPENING DATE IS CHANGED TO MARCH 9, 2016 AT 2:00PM (EST) AT THE PLACE OF BID OPENING, MIAMI, FL.
PLEASE PROVIDE A SIGNED AND DATED COPY OF AMENDMNET ALONG WITH YOUR BID.
iSA. NAME AND TITLE OF SIGNER (Type or Print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (orpnt) j
ODALYS MCGEE,
156. CONTRACTOR/OFFEROR 15C DATE SIGNED 166 UNITED STATES OF AMERICA V 16C, DATE SIGNED
BY
(Signature of person authorized to sign) (Signature of Conlracting Officer)
NSN7S4O-D1-152-8070 STANDARD FORM 30 (Rev. 10-83)PREVIOUS EDITION UNUSABLE Prescribed by GSA
FAR (48 CFR( 53 243
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co rd ia lly re qu es ts th at th is un it pr ic e be ba se d on th e fu ll de pt h of th e pi le jo in t
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U ni tp ric e Ite m #8 is pr ov id ed fo r us e on ly in th e ev en tt ha t ad di tio na l ar ea s of ite m s #8
#9 in or de r f or so m e ac tiv iti es no tt o be re pe at ed
Fo re xa m pl e, in or de rf or th k co nc re te sl ab in ad di tio n to th e ar ea s in di ca te d in sh ee t
S-ne ed to be th e sh ee t pi le jo in ts to be re pa ir ed it is ne ce ss ar y to de m ol is h a po rti on of th e ex ist in g re pl ac ed
It is no tt o be us ed in co nj uc tio n w ith un it pr ic e ite m
N o.
9.
co nc re te sl ab an d ex ca va te th e ex is tin g su bb as e an d ba se m at er ia l in or de r to in st al l th e pv c pi pe
A fte r in je ct in g th e hy dr op ho lic gr ou t in si de th e pv c pi pe th e ge ot ex til e fa br ic sh al l be pl ac ed al on g th e fa ce of th e sh ee t pi le, th e ex ca va te d ar ea sh al l be pr op er ly ba ck fil le d an d th e de m ol is he d co nc re te sl ab sh al l be re co ns tru ct ed
VI
Sh ou ld th e ne w ge ot ex til e fa br ic on ly be co ns id er ed in un it pr ice ite m
#9
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G eo te xt ile fa br ic pl ac em en t is on ly co ns id er ed un de r th e ba se bi d.
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D em ol iti on of th e ex ist in g th ic k co nc re te sl ab (1
0’ be hi nd th e bu lk he ad wi th an es ta bl is he d w id th x.
2.
R ep ai r in si de fa ce of co nc re te sh ee t pi le bu lk he ad by ex ca va tin g fill be hi nd bu lk he ad
(w ith an es ta bl is he d de pt h an d w id th
3.
Fil la ll vo id s to fe et be hi nd sh ee t pi le bu lk he ad
(w ith an es ta bl is he d w id th an d de pt h or vo lu m e)
4.
C on st ru ct ne w co m pa ct ed gr an ul ar fill ba se
5.
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in cl ud e th e fo llo w in g:
1.
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(w ith th e sa m e es ta bl is he d w id th as th e on e pr ov id ed fo ru ni tp ric e ite m #8
(th e de pt h sh al l be es ta bl is he d st ar tin g be lo w th e de pt h lim it pr ov id ed fo r un it pr ic e #8 un til th e bo tto m of th e pr ec as tc on cr et e sh ee t pi
le) 2.
In sta lla tio n of ha lf di am
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. 3
In je ct io n of hy dr op hi lic gr ou ta tp an el jo in t.
4.
In sta lla tio n of ne w ge ot ex til e fa br ic . 5
Ba ck fil lo fn ew m ed iu m de ns e sa nd ba ck fil l t o an es ta bl is he d he ig ht be lo w th e de pt h lim it pr ov id ed fo ru ni t p ric e ite m #8
2- B as e bi d ite m s A-
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D em ol ish ex ist in g th ic k sl ab on gr ad e be hi nd ex ist in g sh ee t pi le bu lk he ad
,r ep ai r in sid e fa ce of co nc re te sh ee tp ile bu lk he ad by ex ca va tin g fill be hi nd bu lk he ad in sta lli ng ne w ge ot ex til e fa br ic an d in je ct in g hy dr op hi lic co nc re te al on g th e le ng th of all sh ee t pi le jo in ts, fill all vo id s to be hi nd sh ee t pi le bu lk he ad an d co ns tru ct ne w co m pa ct ed gr an ul ar fill ba se an d ne w th ic k re in fo rc ed co nc re te sl ab on gr ad e.
A s pa rt of th e sc op e of w or k de sc rib ed in sh ee tS -0 th e co nt ra ct or sh al lf ill all vo id ar ea s un de rt he ne w sl ab wi th ne w m ed iu m de ns e sa nd ba ck fil lc om pa ct ed to m ax dr y de ns ity co m pa ct in 6” lif ts.
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co rd ia lly re qu es ts th at an al lo w an ce or de pt h be
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T he se qu an tit ie s do no tm at ch si nc e
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wi th de pt h is
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In c.
co rd ia lly re qu es ts th at th is un it pr ic e be ba se d on an es ta bl is he d am ou nt of lin ea rf ee t in or de rf or all co nt ra ct or s to co ns id er all th e ac tiv iti es in cl ud ed in th e
’w id e sp an as pe rt he w or k to be pe rf or m ed in th e ba se bi d sc op e of w or k.
Ill -T he de ta il on dr aw in g S-de m on st ra te s th e ne w fil te rf ab ric to be pl ac ed al on g th e
RA
G N o.
Th e ge ot ex til e fa br ic is on ly to be pl ac ed as sh ow n on dr aw in g sh ee t S-fa ce of th e sh ee t pi le
Sh ou ld th e ge ot ex til e fil te rf ab ric al so be pl ac ed un de rn ea th th e ne w th ic k lim e ro ck or w et te d sh el l sa nd ba se
P ag e
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Th er e is no va po r ba rr ie rr eq ui re d.
gr ad e?
If so pl ea se pr ov id e sp ec ifi ca tio ns
V- Pl ea se pr ov id e an ex ist in g co nd iti on s dr aw in g of th e ut ili ty m an ho le s th at ar e lo ca te d
RA
G An y av ai la bl e as -b ui lt ut ili ty in fo rm at io n wi ll be pr ov id ed af te ra w ar d.
in th e ar ea w he re th e co nc re te sl ab wi ll be re pa ire d.
VI
- P le as e pr ov id e te ch ni ca ls pe ci fic at io ns fo rt he G eo te xt ile th at wi ll be pl ac ed on th e
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G G eo te xt ile fil ter fa br ic sh al l m ee tt he re qu ire m en ts of M
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O M fo rp er m an en t fa ce of th e pr ec as ts he et pi le.
er os io n co nt ro lg eo te xt ile cl as s 1.
A nt on io
M
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3- B as e
Bi d
Ite m
E R em ov e ex ist in g ca m el fe nd er s, st or e du rin g de m ol iti on an d
RA
G co ns tru ct io n an d re -in sta ll th em wi th ne w st ai nl es s st ee l ha rd w ar e.
I.
D et ai l3 on
D ra w in g S-in di ca te s th at th e
N ew
SS
Ch ai n sh al l ha ve a th ic kn es s of
RA
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Co nc ur
Pl ea se bi d fo r us e of a 1” di am te r
S.
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ey eb ol ta nd a
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5/ 8”
D ia m th e
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Sh ac kl e sh al l ha ve a th ic kn es s of 7/
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.a nd th e
N ew
SS
Ey eb ol ts ha ll ha ve a th ic kn es s of
7/ 8”
D ia m .A nt on io
M .C on st ru ct io n, In c.
co rd ia lly re co m m en ds to us e an
Ey eb ol tw ith a th ic kn es s of at le as ta
1” D ia m et er si nc e tw o (2
7/8
D ia m et er
Sh ac kl es wi ll be co nn ec te d to th e Ey eb ol t.
Th is is re co m m en de d sin ce th e in sid e di am et er of th e Ey e of th e
7/ 8”
D ia m
Ey eb ol ti s ap pr ox im at el y
1.5
As pe r th e co nn ec tio n of th e 5/
8” th ic k
D ia m
SS
Ch ai n to th e
7/ 8” th ic k D ia m
Sh ac kl es
Th e ga p in si de th e
5/ 8” th ic k D ia m
SS
Ch ai n is ap pr ox im at el y
.9 0”
. T he th ic kn es s of th e pi n th at is us ed fo rt he
7/ 8” th ic k D ia m
Sh ac kl es is ap pr ox im at el y
1.0
Th is pi n wi ll no tf it in si de th e ch ai n in or de r t o co nn ec t it.
A nt on io
M .C on st ru ct io n, In c.
co rd ia lly re co m m en ds to us e a th ick di am et er
SS
Ch ai n.
II.
Pl ea se cl ad fy th e di m en si on s, gr ad e an d ga ug e of th e
St ai nl es s St ee l ha rd w ar e to
RA
G
C ha in s an d ey eb oi lts sh al l be
4L
St ai nl es s St ee l, Ch ai n le ng ht s to m at ch ex ist in g.
be in st al le d.
4- B as e bi d
Ite m
F In sta ll tw o
(2 el lip tic al ru bb er fe nd er s on th e fa ce of th e ex ist in g w ha rf as pe rd et ai ls in Sh ee t
S-
Pa ge
S
A nt on io
M C on st ru ct io n, In c.
5- Is it ne ce ss ar y to pr ov id e a
M ar in e
Bi ol og ist fo rt he pr oj ec t?
6- Is it ne ce ss ar y to pr ov id e an un de rw at er su rv ey vi de o be fo re st ar tin g an d af te r fin ish in g th e pr oj ec t?
RA
G
RA
G
No ,a m ar in e bi ol og ist is no t re qu ire d.
Y es an un de rw at er vi de o su rv ey of pr e-ex ist in g co nd iti on s an d an ot he r un de rw ia te r vi de o af te r re pa irs ha ve be en pe rf or m ed sh ou ld be in cl ud ed
RF
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Pl ea se in di ca te if th e El lip tic al R ub be r Fe nd er s to be in st al le d ar e
St an da rd
C ap ac ity
RA
G
Th e tw o el ip tic al fe nd er s to be pr ov id ed sh al l be
5’ xl
O’ an d no t5 ’x
8’ an d sh al l be M ar in e Fe nd er s as de sc rib ed in Sh ee t
S-
.S ec tio n
1.
2.
Ite m d of th e sp ec ifi ca tio n su pe r hi gh ca pa ci try wi th an en er gy ab so rp tio n of
FT
-K ip s an d a re ac tio n fo rc e pr ov id ed fo rt he R es ili en tF oa m
-F ill ed M ar in e Fe nd er s in di ca te s th at th e
Fo am
Fe nd er s of
Ki ps
Fo am de ns ity sh al l be
Lb s pe rc ub ic fo ot pl us or m in us wi th a sh al l ha ve Su pe r
Hi gh
C ap ac ity
En er gy A bs or pt io n.
Se ct io n 2.1
Fe nd er Co nf ig ur at io n of st an da rd sk in th ic kn es s of in ch
Sc ha ki e si ze sh al l be 1” as in di ca te d in dr aw in gn S th e sa m e sp ec ifi ca tio n in di ca te s th at th e
Fe nd er Si ze is
5’ x8 th e En er gy
A bs or pt io n at or be fo re
C om pr es si on sh al l be
Ft
-K ip s an d th e R ea ct io n
Fo rc e at
Pr ed ic te d En er gy
A tta in m en ts ha ll be
Ki ps .O ur su pp lie r is in di ca tin g th at th e sp ec ifi ed En er gy
A bs or pt io n of
Ft
-K ip s an d R ea ct io n
Fo rc e of
Ki ps co rr es po nd s to a
5’ x1
4’ Su pe r
Hi gh
C ap ac ity
M ar in e
Fe nd er
Pl ea se cl ar ify th e sp ec ifi ca tio n of th e R ub be r Fe nd er s to be in sta lle d.
Je rr y T he rm os
M ar in e
Fe nd er s
In te rn at io na l, In c
I a m em ai lin g yo u re ga rd in g th e ab ov e re fe re nc e pr oj ec ta nd th e sp ec ifi ca tio n.
Sp ec ifi ca lly Se ct io n
RE
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Th er e ar e er ro rs in th e sp ec ifi ca tio n, sp ec ifi ca lly re ga rd in g th e fe nd er s si ze an d th e pe rf or m an ce re qu ire m en ts
Pa ra gr ap h
2.1 Th
e ft ki ps
En er gy ab so rp tio n wi th a re ac tio n fo rc e of ki ps is no ta ch ie va bl e wi th a ft di am et er x ft lo ng fo am fil led fe nd er
. A su pe r hi gh ca pa ci ty fo am fil led fe nd er ha s a pe rf or m an ce of ft ki ps
En er gy ab so rp tio n wi th a re ac tio n fo rc e of ki ps
Th e st an da rd in du st ry fo am fil led fe nd er ca pa ci ty ta bl e ca n be fo un d on pa ge s
-1 of th e at ta ch ed ca ta lo g.
Pa ra gr ap h
2.
th e fo am de ns ity sp ec ifi ed is ge ne ric an d no ts pe ci fic fo ra hi gh er ca pa ci ty fe nd er
.T hi s to o ne ed to be ad ju st ed ac co rd in gl y.
A su pe r hi gh ca pa ci ty fe nd er fo am co re de ns ity is lb s pe r cu bi c fo ot
+1
Pa ra gr ap h
2.
th e st an da rd sk in th ic kn es s fo r 5 ft x ft fo am fil led fe nd er is 1 .
Oi nc h in st ea d of
1.
in ch es
Pa ra gr ap h
2.
3.
Th e pr op er sh ac kl e si ze fo rt hi s fe nd er 1.
Oi nc h w hi ch co rr es po nd s wi th th e en d fit tin g si ze of th e fe nd er .T he in te rn al ha rd w ar e ne ed s to be si ze d ac co rd in gl y.
RA
G
Th e tw o el ip tic al fe nd er s to be pr ov id ed sh al l be
5’ xl
O’ an d no t5 ’x an d sh al l be su pe r hi gh ca pa ci try wi th an en er gy ab so rp tio n of
FT
-K ip s an d a re ac tio n fo rc e of
Ki ps
Fo am de ns ity sh al l be
Lb s pe rc ub ic fo ot pl us or m in us wi th a st an da rd sk in th ic kn es s of in ch
Sc ha kl e si ze sh al l be 1’ as in di ca te d in dr aw in gn S
Pa ge
Un it pr ic e ite m No
. 9 in
G en er al
R eq ui re m en ts Sp ec ifi ca tio n Se ct io n sh al l be in cu bi c ya rd s (C
Y) an d no t i n cu bi c fe et (C
F)
RF
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BY
PM
QU
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US
C oa st G ua rd
Un it pr ic e ite m No
.9 ,G en er al R eq ui re m en ts
Sp ec ifi ca tio n
Se ct io n
RA
G
Y es
,t ho se ite m s in cl ud e w or k in ex ce ss of th e w or k in cl ud ed in th e ba se bi d.
W or k C es ar
A ce ve do
A m en dm en t0 cl ar ifi ed th at Un it Pr ic e
Ite m is pr ov id ed fo ru se on ly in th e ev en t nd er th os e ite m s wi ll co m m en ce on ly af te r ap pr ov al by th e
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Pl ea se al so cl ar ify if Un it Pr ic es
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Co ul d yo u pr ov id e th e
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G At th is tim e th e on ly in fo rm at io n th at ca n be pr ov id ed is th e in fo rm at io n co nt ai ne d in w ho le st ud y su rv ey in cl ud in g de fe ct co m pl et e di m en si on s an d pi ct ur es sh ee t
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2/
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In Se ct io n B
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4, th e de sc rip tio n of th e w or k fo r
RA
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Pl ea se se e re vi se d Se ct io n B in ac co rd an ce to A m en dm en t0
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G ab rie lf ue nt es Un it Ph ce Ite m s
7, an d is th e sa m e fo ra ll th e th re e un it pr ic es w he re as in
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G en er al R eq ui re m en ts un de r Pa rt 1.
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Un it
Pr ic e Ite m s on pa ge of 7, th e sp ec ifi ca tio n
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R eq ui re m en ts
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is di ffe re nt to th at in Se ct io n B.
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G Th e co rr ec te xi sti ng to p of co nc re te de ck el ev at io n sh ou ld be
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3/ 1/ th e ty pi ca l se ct io ns th ru ex ist in g de ck an d be am
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Pl ea se co nf irm th at un de r t he
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RA
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Co nf irm ed
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