Torres Rojas, Genara - PANYNJ · Estimated Items of Classified Work Unit Amounts 20 Item No. Quantities With Unit Prices Written Prices 1 21,400 S.Y. MILL P EXISTING ASPHALT CONCRETE

Torres Rojas, Genara

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From: [email protected]: Wednesday, December 12, 2012 2:31 PMTo: Duffy, DanielCc: Torres Rojas, Genara; Van Duyne, ShereeSubject: Freedom of Information Online Request Form

Information:

First Name: SteveLast Name: ScheiberCompany: Carlo Lizza & sons Paving, Inc.Mailing Address 1: 50 Engel StreetMailing Address 2:City: HicksvilleState: NYZip Code: 11801Email Address: steven.clspggmail.comPhone: 516-938-2566Required copies of the records: No

List of specific record(s):This is a request for the bid breakdowns for the following bids: JFK-184.029 JFK-1028 JFK-174.006 JFK-924.703 JFK-184.022 JFK-924.116 LGA-124.097 LGA-124.093 LGA-124.101

THE PORTAUTHOR ' OF NY & NJ

FO/ Administrator

January 28, 2013

Mr. Steve ScheiberCarlo Lizza & Sons Paving, Inc.50 Engel StreetHicksville, NY 11801

Re: Freedom of Information Reference No. 13633

Dear Mr. Scheiber:

This is a response to your December 12, 2012 request, which has been processed under the PortAuthority's Freedom of Information Code (the "Code"), for copies of records related to the bidbreakdowns for the following bids: JFK-184.029, JFK-1028, JFK-174.006, JFK-924.703, JFK-194.022, JFK-924.116, LGA-124.097, LGA-124.093 and LGA-124.101.

Material responsive to your request and available under the Code can be found on the PortAuthority's website at http://www.panyni.gov/corporate-information/foi/13633-C.pdf.

Please refer to the above FOI reference number in any future correspondence relating to yourrequest.

Very truly yours,

Daniel D uffyFOI Administrator

22.5 Pork Avenue SouthNew York, , NY 100031.212 435 3642 F. 272 435 7.555

I. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK

Figures

Estimated Items of Classified Work Unit Amounts 20Item No. Quantities With Unit Prices Written Prices

1 21,400 S.Y. MILL P EXISTING ASPHALT CONCRETEWEARING COURSE, PER SQUARE YARD Kf 'D hD

DOLLARS

CENTS

2 82,000 S.Y. MILL EXISTING ASPHALT CONCRETE 3"BELOW FINISHED GRADE, PER SQUARE

-_!.^ b

G

3 ^^ vYARD

r () o ^' ^— DOLLARS

t CENTS

3 103,400S.Y.

TACK COAT, PER SQUARE YARDC)

, n^^ 20 0

DOLLARS

I`t `' CENTS

4 11,300 TON ASPHALT CONCRETE MIX 3 WITHMODIFIED ASPHALT PG 76-22, PER TON ^; 7 1 ^-^ D'

N C ! o 1pg 1.10

7^ t-1 DOLLARS I

^- e C7 "' CENTS

5 12,700 TON ASPHALT CONCRETE MIX 3 PG 64-22, PERTON A <24

0 DOLLARS

CENTS

6 800 S.Y. GRADE, SHAPE, AND SEED, PER SQUAREYARD

--"",U f.W DOLLARS

A, CENTS

7 51,000 S.F. PAVEMENT MARKINGS, PER SQUAREFOOT

r n

-r-- + Y'DOLLARSc^

CENTS

ESTIMATED TOTAL FOR CLASSIFIED WORK21

20 The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item.

21 The Estimated Total for Classified Work shall be computed by totaling the amounts inserted in the"Amounts" column.

33

II. LUMP SUM FOR UNCLASSIFIED WORK

Figures

Writing

f.................

J...... w.^ ...................................:...........Dollars

v..............................................^........ ..... ..............................Cents

N>^

173 d'

Jlt

Pv"i

III. RECAPITULATION

Figures

ESTIMATED TOTAL FOR CLASSIFIED WORK....... pJ^ 0 f f 7 U ,

LUMP SUM FOR UNCLASSIFIED WORK ..... .

ESTIMATED TOTAL CONTRACT PRICE:

22

(11 06 7 S v 3 U

The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.

22 The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work.

34

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Figures

Estimated Items of Classified Work Unit Amounts 20Item No. Quantities With Unit Prices Written Prices

1. 6,590 C.Y. EXCAVATION, PER CUBIC YARD

DOLLARS 00

CENTS

2. 59,420 S.Y. MILL ASPHALT CONCRETE SURFACE TO2" BELOW FINISHED GRADE, PERSQUARE YARD. 06 3A6

DOLLARS

CENTS

3. 43,760 S.Y. MILL ASPHALT CONCRETE SURFACE TO3" BELOW FINISHED GRADE, PERSQUARE YARD. 9 w 3^01 (290

^ ICPT DOLLARS

CENTS

4. 920 C.Y. 6" -.15" FULL DEPTH FLEXIBLEPAVEMENT REMOVAL - ASPHALTCONCRETE AND AGGREGATE BASECOURSE, PER CUBIC YARD. j ^b SU^^6

lz^r—ly r7VE DOLLARS

CENTS

5. 6,600 C.Y. 15" - 28" FULL DEPTH FLEXIBLEPAVEMENT REMOVAL - ASPHALTCONCRETE AND AGGREGATE BASECOURSE, PER CUBIC YARD. (^GfÎ(?

-#^//z7/ r7VE- DOLLARS

CENTS

6. 11,683 TON WARM MIX ASPHALT CONCRETEMIX 3 PG 64-22, PER TON. 2 / q

atlt^ ffva,^ 7t/^2z^ DOLLARS

CENTS

7. 14,343 TON ASPHALT CONCRETE MIX 3 PG 76-22 yWITH MODIFIED ASPHALT BINDER, PERTON.

C^ flUi Î e7'/ DOLLARS ^ZL'

CENTS


35


Figures

Estimated Items of Classified Work Unit Amounts20Item No. Quantities With Unit Prices Written Prices

8. 124,910 TACK COAT, PER SQUARE YARDS.Y. 8 DOLLARS 0, 10

Q 1

7-n7j CENTS

9. 3,583 C.Y. AGGREGATE BASE COURSE, PER CUBICYARD.

DOLLARS 30, 00 07 90

CENTS

10. 4,750 TON PLANT MIX MACADAM, PER TON.

DOLLARS 9©. ^f 2 ^6b

CENTS

H. 271,178 S.F. PAVEMENT MARKINGS, PER SQUAREFOOT.

,r-0DOLLARS

CENTS

ESTIMATED TOTAL FOR CLASSIFIED WORK 21 ^^ l0

The Estimated Total for Classified Work shall be computed by totaling the amounts inserted in the"Amounts" column.

36

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Figures

Writing

5^vr / n7/ t-j'/CXJ Stec ,^{^ ^! }^ ty........................................................................................

............................................................................................Dollars

...................................................................................................Cents

i

III. RECAPITULATION°v >

Figures

ESTIMATED TOTAL FOR CLASSIFIED WORK.......

LUMP SUM FOR UNCLASSIFIED WORK ......

22




37

4'F1(° _ /79-006-

L SCMDULE OF UNIT PRICIJS FOR CLASSIFIED WORK

Figures

Estimated Xtems of Classified Work Unit Prices Amounts20Item No. Quantities With Unit Prices Written

1 4,320 TONS ASPI AI,T CONCRETE MfX PA-5 (PG 76.22)WrM M01)1F'1ED ASPHALT, PER 'TON, y,

vN^ xiy v^1(L"" ,, 'f? 1 ^ DOLLARS ^5î+ cg

cars2 170 TONS ASPHALT CONCRE'T'E, WARM 1K3C

ASPHALT MCA PA-S (PG 64 .22), PER TON.

oou ^

A ^ ^ , I 12CENTS

3 1,100 TONS ASPHALT CONCRETE MJX I-2A, PER TON,

^3 b2^ ^-y^ i^C+ÔLLARS f / ^ ^ . / ,^^tCENTS

4 1,325 TONS PLANT MDC MACADAK P ER 'TON.

L."a DOLLARS !^ ^ 4^ ^^ o c ^j`CENTS

5 23,100 SY TACK COAT, PER SQUARE YAlW.L

fiLa nOLLARS.-^

C

V^L 5 _ CENTS•J

6 1,315 SY MTLLWG, 2" 13EtAW FWSM GRADE,PER SgYARE YARD.

9 k L^"A- DOLLARS

`^-i c(l..'^ CELTS

7 81100 SY MILLING, 3" 13ELOW 6iTING GRADE,PER SQUARE YARD 10 ^

14- DOLLARS^^^

^ c^rlTS

8 8,700 SY MMLTNG, 3" TO 6" BtLOW =STINGGRADE; PER SQUARE YARD. 10

5 t ^. DOLLARS

"T CENTSLE

20 The amount for each itom shall be computed by mutHpl*g the ostimated quantity of that jWm by the unitprice for the item.

38

nn,tnnr'."'.n7 n^ ^nT 9Tn.T ,nT /nT


Figures

Unit Prices Amounts 20Estimated Items of Classified WorkItem No. Quantities With Unit Prices Written

9 1,900 TONS DENSE GRADED AGGREGATE BASECOURSE, PER TON. 9

DOLLARS

f: -% CENTS

10 3,600 LF SAWCUT EXISTING PAVEMENT, PERLINEAR FOOT.

DOLLARS

CENTSi

ESTIMATED TOTAL FOR CLASSIFIED WORD ^' (;^ (^ Z


39

fPROCUREF-TNT( AIL CEj 1 ERi

'fnrn:", 0

11. LUMP SUM FOR UNCLASSIFIED WORK

Figures

Writing

^............ ..N...... .......`. ^.. `1 ........L........

JJ ........... ...... !`^^.....Dollarsr

....................1...... ..T.... ......................... Cents

III. RECAPITULATION

Figures


LUMP SUM FOR UNCLASSIFIED WORK ......

00(01 2q - }


22

^^ I



40

CHAPTERII

COMPENSATION AND PAYMENTS

23. UNIT PRICES AND LUMP SUM

The following Schedule of Unit Prices for Classified Work does not constitute an outline of the Workrequired by the Contract Drawings and Specifications in their present form, but is merely a list of all theitems of Classified Work to be used in computing the Contractor's compensation insofar as it is basedupon Classified Work, together with the rates at which such compensation will be computed. In the caseof each item of Classified Work, the Work performed will be measured and the Contractor'scompensation will be computed as hereinafter provided in this numbered clause. In case of discrepancybetween the prices quoted in writing and those quoted in figures, the writing shall control. .

The Estimated Total Contract Price is solely for the purpose of fixing the amount of security to bemaintained by the Contractor for the faithful performance of the Work. Prior to the signature of theContract by the parties, it was for the purpose of facilitating the comparison of Proposals and ofcomputing damages in the event of a default by the successful bidder in the agreement created by theacceptance of his Proposal. The estimated quantities are given solely as a basis for the computation of theEstimated Total Contract Price. The Authority makes no representation as to what the actual quantitieswill be and shall not be held responsible even though the estimated quantities are not even approximatelycorrect. Insofar as the Contractor's compensation is based upon Classified Work, it will be computedfrom the actual quantities of Work performed, whether greater or less than the estimated quantities.


Figures

Unit Prices Amounts 20Estimated Items of Classified WorkItem No. Quantities With Unit Prices Written

1 55,100 SY MILLING ASPHALT CONCRETEPAVEMENT, PER SQUARE YARD.

r DOLLARS 4,1 0 001 J^q I ^, d0

en CENTS

2 11,800 ASPHALT CONCRETE MIX PA-5 PG 64-22,TONS PER TON.

lQ(1^ llUn(^( S\x,QnDOLLARS i

p^,J^nnp^ÔO.

Leo CENTS

3 600 TONS PLANT MIX MACADAM, PER TON

h 1 Y1pt4 S-P-OM DOLLARS -Q

14 rJ8 ! a 0(7 00eg - CENTS

ESTIMATED TOTAL FOR CLASSIFIED WORK21 I ^rj ^. Q 0


37

PROCUREMENT

&TSTE, ^401 1 L' 1, i


G'

Figures

Writing

...0 V...mi.lon...ei.. .bun .........,

^sât ..}7.Ln ...C1^1^^[4^. C.l ..%... ...............-.....Dollars ^^ âa q `t^ • o ^

................................................................................ .....2°............Cents

III. RECAPITULATION

Figures

ESTIMATED TOTAL FOR CLASSIFIED WORK....... ^ 659 ) QI0,®0

LUMP SUM FOR UNCLASSIFIED WORK ...... 0 a Q) 94V00

22

ESTIMATED TOTAL CONTRACT PRICE: 3 41 5 $5 (p. O O


The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work.

38

Ipvl Rl,'v^ c [^ v^

( Q


Figures

Unit Prices Amounts20Estimated Items of Classified WorkItem No. Quantities With Unit Prices Written

1 45,000 SY MILLING ASPHALT CONCRETEPAVEMENT, 3"BELOW FINISHED GRADE,PER SQUARE YARD.

f36O)000G^ Gj DOLLARS

._.-^ CENTS

2 8,050 SY MILLING ASPHALT CONCRETEPAVEMENT, 4" BELOW FINISHED GRADE,PER SQUARE YARD. G

DOLLARS / ^^ 5-oo-

CENTS/ l

3 8,962 TONS ASPHALT CONCRETE OVERLAY, MIX I-5G 64- PER TON.

DOLLARS

^^L

Î J f Z^^^ 2,aCENTS

4 56 TONS ASPHALT CONCRETE TOP COURSE,M

,ODIF ED ASPHALT P

^^ AG 76-22, PER TON.

DOLLARS

CENTS

5 74 TONS PLANT NqX MACADAM, PER TON.

^^ 0i

DOLLARS

CENTS

6 31,300 SF PAVEMENT PER SQUAREFOOT.

DOLLARS

® CENTSESTIMATED TOTAL FOR CLASSIFIED WORK 21rj o

20 The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item,


38

H. LUMP SUM FOR UNCLASSIFIED WORK

Figures

Writing

Î t^,,G................. (^: .. ............^..`.... ...... ..........

/ I

/y^ (r°i^' vJL (i^ P3^ v^`

........................... ............................. ^ ': ^ ........................Dollars

............................................................... ............:...............Cents

III. RECAPITULATION

Figures

ESTIMATED TOTAL FOR CLASSIFIED WORK....... J )r

WORK ^6LUMP SUM FOR UNCLASSIFIED ......


22

t? "

f3,*g—, VI-7

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39

aG^^ ^^ ,

10-10CHAPTER 11

-I 2 PO4 2-7 , R CVD

COMPENSATION AND PAYMENTS

23. UNIT PRICES AND LUMP SUM

The following Schedule of Unit Prices for Classed Work does not constitute an outline of the Workrequired by the Contract Drawings and Specifications in their present form, but is merely a list of all theitems of Classified Work to be used in computing the Contractor's compensation insofar as it is basedupon Classified Work, together with the rates at which such compensation will be computed. In the caseof each item of Classified Work, the Work performed will be measured and the Contractor'scompensation will be computed as hereinafter provided in this numbered clause. In case of discrepancybetween the prices quoted in writing and those quoted in figures, the writing shall control.

The Estimated Total Contract Price is solely for the purpose of fixing the amount of security to bemaintained by the Contractor for the faithful performance of the Work. Prior to the signature of theContract by the parties, it was for the purpose of facilitating the comparison of Proposals and ofcomputing damages in the event of a default by the successful bidder in the agreement created by theacceptance of his Proposal. The estimated quantities are given solely as a basis for the computation of theEstimated Total Contract Price. The Authority makes no representation as to what the actual quantitieswill be and shall not be held responsible even though the estimated quantities are not even approximatelycorrect. Insofar as the Contractor's compensation is based upon Classified Work, it will be computedfrom the actual quantities of Work performed, whether greater or less than the estimated quantities.


Figures

Unit Amounts20Estimated Items of Classified WorkItem No. Quantities With Unit Prices Written Prices

1 3,318 TONS ASPHALT CONCRETE MIX PA-5 WITH r U'^'^/ ù ^-MODIFIED ASPHALT (PG 76-22), PER TON

6AXAJ)(,>v `:lj / ''CV DOLLARS

CENTS

ESTIMATED TOTAL FOR CLASSIFIED WORK21



37

10-10-12PO4:27 RCVD


Figures

Writing

......................... ...................... .........1 wee .ljv,v^^C^16, x -L"%^L) ,S A'' P3y, ^^^^

^ ^................................^.. . ..........................................Cents

III. RECAPITULATION

Figures

ESTIMATED TOTAL FOR CLASSIFIED WORK.......C,70

-J

LUMP SUM FOR UNCLASSIFIED WORK ......L)

j


22

"` {, v

The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classed Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.

22The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work.

38

PC 9 j lZ G

6- r'i

T. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK

Figures

Estimated Items of Classified Work Unit Amounts20Item No. Quantities With Unit Prices Written Prices

1 1,425 TON ASPHALT CONCRETE MIX PA-5 (PG 76-22)WITH MODIFIED ASPHALT) PER TON

^rDOLLARS 't {

V2110 CENTS

2 385 TON ASPHALT CONCRETE, WARM MIXASPHALT, MIX PA-5 (PG 64-22), PER TON

k\Ô Cn% C Q-Vt_È Y DOLLARS ^ "îa r rr `

Z E, ^ - CENTS

3 1,460 TON XLANT MIX MACADAM, PER TON

3e tkv N, .2 <1 : i ^J. DOLLARS 031 (( ]

C- 14<a,"" CENTS

4 8,805 S.Y. TACK COAT, PER SQUARE YARD

e DOLLARS

4-3 CENTS

5 1,310 S.Y. MILL EXISTING ASPHALT CONCRETE TO1 " BELOW EXISTING GRADE, PERSQUARE YARD

'(^2 i3t DOLLARSI`` \61

^. CENTS

6 3,960 S.Y. MILL EXISTING ASPHALT CONCRETE TO2" BELOW FINISHED GRADE, PERSQUARE YARD

^V `C^ e _'! DOLLARS

Le V--Cj CENTS

7 2,350 TON DENSE GRADED AGGREGATE BASECOURSE, PER TON

00`, *, Qe OLLARS

e> V12.;L^ CENTS

ESTIMATED TOT AL FOR CLASSIFIED WORK21 C

1,1s



37

Addendum No. 1


Figures

Writing

............................................................................................Dollars"^^:..^

^ K`.... .... .... .... .......Cents

Ì

III. RECAPITULATION

Figures


LUMP SUM FOR UNCLASSIFIED WORK .. ....

690 O0

1 1 ^^


22

>0c^ 0r^s ^ 4



38

l ^CL j ' 66vt );7^zc (^``îvLl C67 _Z7^_L e


Figures


1 33;300 S.Y. MILL EXISTING ASPHALT CONCRETE TOA DEPTH OF 3" BELOW FINISHED

3^ ^^)^ 6GRADE", PER SQUARE YARD.

Fllf^ ^^- DOLLARS

Z^ CENTS

2 6,700 TON ASPHALT CONCRETE MIX 3 WITHMODIFIED ASPHALT (PG 76-22), PER TON. c- t5D 7ZA

^^ JJ

ca /^` A004( n DOLLARS

2C f^ b CENTS

3 6,400 TON ASPHALT CONCRETE MIX 3 (PG 64-22),(^ 7 D t3 toPER TON. _-

Dr^^^vi^ 1 " b DOLLARS

CENTS

4 1,400 TON PLANT MIX MACADAM, PER TON.

DOLLARS

CENTS

5 1,000 C.Y. DENSE GRADED AGGREGATE BASECOURSE, PER CUBIC YARD.

&^v 17 big

_ L f , J ^_-- DOLLARS

2--c /k 0 CENTS

6 50,500 S.Y, TACK COAT, PER SQUARE YARD. .1'0

DOLLARS

v %- .L Or_ F -` CENTS

7 30,600 S.F. AIRFIELD PAVEMENT MARKINGS, PER cSQUARE FOOT. l EG D

Otte

dV DOLLARS

2. C A 0 CENTS

8 53 EA ELEVATED TAXIWAY c dRETROREFLECTIVE EDGE MARKER, PER

f ^^ r^(idC7

EACH.0AP' 11 tr DOLLARS

2-c- h"° CENTS


37


Figures


9 2,700 L.F. MICRO-MILL PAVEMENT MARKINGS, ` f `Q^ b G

PER LINEAR FOOT

DOLLARS

r I ^~T CENTS

ESTIMATED TOTAL FOR CLASSIFIED WORK 21


38

p - r nn. ,i

IL LUMP SUM FOR UNCLASSIFIED WORK

Figures

Writing

/c 1^, )4,) ,43^l!?... ► 1.......... ......... j ......................................... Glb ^^

Â- 0Afi140...... p ^ ! ' `j ^^ Yt ^. ......Dollars

-2, . ... it...........:..................................... .....................Cents.

III. RECAPITULATION

Figures


0^ 9 7

``^^LUMP SUM FOR UNCLASSIFIED WORK .. ....

ESTIMATED TOTAL CONTRACT PRICE:'

Dcg ^/



39

^ J

f


FiguresEstimated Items of Classified Work Unit Amounts20Item No. Quantities With Unit Prices Written Prices

1 20,200 S.Y. MILL EXISTING ASPHALT CONCRETE TOA DEPTH OF 3" BELOW FINISHED GRADE,PER SQUARE YARD,

5-00 i01r^to.^Flv^ DOLLARS

dro CENTS

2 2,700 TON ASPHALT CONCRETE MIX 3 WITHMODIFIED ASPHALT (PG 76-22), PER TON.

i4v"ibaf b iI F-T i DOLLARS ^S D u ^ t _ ao

N o CENTS3 2,000 TON ASPHALT CONCRETE MIX 3 (PG 64-22),

PER TON.

Que.Bwgt14a t714wci 4 wo DOLLARS j`SL.DD j C0040

N v CENTS

4 22,900 SY TACK COAT, PER SQUARE YARD.

MD DOLLARS,

E-T \" ^^ ve CENTS

5 37 EA ELEVATED TAXIWAYRETROREFLECTIVE EDGE MARKER, PEREACH.

15-00DOLLARS

CENTS

6 13,200 S.F. AIRFIELD PAVEMENT MARKINGS, PERSQUARE FOOT.

^- ^^}

qvozo^_ DOLLARS

CENTS

^TIMATED TOTAL FOR CLASSIFIED WORK27R `)q0, b ,1 V . 00

20The amount for each item shall be computed by multiplying the estimated quantity of that item by the unit

price for the item.

21 The Estimated Total for Classified Work shall be computed by totaling the amounts inserted in the

"Amounts" column.

33

H. LUMP SUM FOR UNCLASSIFIED WORK

Figures

Writing

............... . ..... .................. ............... C-)q

.............. 4 ............ ^0^^c ................ .................... Dollars

.................................

C)

Ill. RECAPITULATION

Figures

ESTIMATED TOTAL FOR CLASSIFIED WORK...... .

LUMP SUM FOR UNCLASSIFIED WORK .. ....

22

ESTIMATED TOTAL CONTRACT PRICE: oc'^ oc,

The following provisions are applicable to the Schedule of Unit Prices for Classified Work, The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the Contract

Drawings and where ordered by the Engineer.

22 The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Work

to the Lump Sum for Unclassified Work.

34

Documents

Torres Rojas, Genara - PANYNJ · Estimated Items of Classified Work Unit Amounts 20 Item No. Quantities With Unit Prices Written Prices 1 21,400 S.Y. MILL P EXISTING ASPHALT CONCRETE