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← Document results/DEP Box 06/DEP 59.17 Junction Blvd, 11th FL
Document / 131 pages

Industry publication, December 2001

Machine-extracted title · confidence 30%

McGraw-Hill construction and engineering trade publication; appears unrelated to 9/11 environmental records.

NYC-WTC_000141922–000142052

Folder label: “DEP 59.17 Junction Blvd, 11th FL”

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Scanned page image, NYC-WTC_000142037
OCR text

OCR status: ok · source: pdftotext

NYC 9/11 Public Portal Document

ENR’S MATERIALS PRICE INDEXES I PORTLAND CEMENT F REfloSrailCRETE CONCRETE BLOCK 1992=100 „ 13S2=1DO 1332=109 132 ; |4Z 176

151 140 172 _ 138

1 no 138 189 — 137 I 129 136 186 136

128 134 163 135

"07.............................. .... . 160 , ... . T..,.., 134 , HAHJJASORD HAUJ^isoiO UtUdJISOBD UtUJ^aSORD 2N} Sum: HB bBlmSn tamin BefL . SMBBBCMi^EEIMtoitoL Sam: QB fisssfa Oeit I

After Jumping In July, prices A year-end decline left prices Falling for most of 2001, prices Prices ended the year 2% have remained flat. 7% above a year ago. are down 10% for the year. above December 2000’s level.

Concrete Prices Jump 7% During 2001 2O-CITY AVERAGE- rmi_______________________ mm pma xeH6.iiii, limB.mn Beady-tnlx concrete prices ended the year with modest declines, ranging from ASPHALT raWWfl, PG sa ton 143.27 - 0.7 - 8.6 ton~ 208.98 - 0.4 . 0.3 0.9% for 3,000-psi concrete to just 0.1% for higher strength concrete. December’s cutback, MC800 emulsion, rapid set ton 169.91 -0.5 - 3.9 adjustment capped a tong series of increases that left prices nearly 7% above last slow set ton '170.84 - 0.8 -1.5 year’s level (see chart above). Concrete prices received a boost from higher aggre- ton 81.81 0.0* . 1.8

gate prices. The price n 'bag " 5.30 0.0 . 5.8

B ; S' “OHAVEL 1 1/2” down to W ton 10.71 0.6 + 3.6 for sand used In mm- / «l°wn to 3/a"_________ ten 9.91 0.0 __ 4^13___ Crete is up 9% for ths i ' 1I CfliiSHED StONEbosocourse ten 7.82 0.6~ +14.9 1 concrete course ton~ 8.08 6.0~ + si if year, while the price for asphalt course ten 8.78 -0.6 + 4.8 crushed stone for con- m l S^Drancrete "ton 7.18 0.0 + 9.0

Crete is up 5%. Portland masonry ten 8.63 +1.8____ + 7.4 12 J COHCREfEBEAllV-HIXrwiopsi ey 71.30 -6.9___ + 6.6 cement prices showed a 4,000 pal_______ 2.” cy 75.12 -0.1 + 6.1 more moderate 2% HE 5,000 pal cy~ 78.99 - 0.1 + 8.8 ft Increase In 2001 and SF __ M “ 328.01 +0.5 + 2.4 CHHCBCTE BIOM heavyweight concrete heavyweight 8" X 8" X 18" C 110.34 0.0 + 1.7 block prices also were IlflhtwelaMa-xe’x 16*____ 12"xe"x16"~ C ’“C 120.37 161.02 0.0 + 0.2 ~ 0.6 -Te up 2% for the year. ton 176.88 -o;4’ -£b

CANADA

na__________ ___ imr usBEB gnaawLB mmaittm naw muBaimu phtsbum stums samMima aamt HQMU. TOBOiTO ASPHAgpavl "S’ PG 58_________ tan 148.80 140.00 135.20 125.00 -130.00 140.00 130.00 147.26 133.38 322.00 295.00 cutback, MC8Q0___________ ten 204.38 204.85 189.00 218.90 -253.03 200.03 221.72 208.62 136.42 345.00 390.00 emulsion, rapid set ton 173.28____ 158.65 135.00 192.80 -204.85 180.75 156.65 178.82 112.80 400.20 315.00 ). slow set 'ton 172/86 _ton_____ 80.02 188.70____ 160.00 77.30 ' 80.W) *" 192.80 77.00 -204.85 77.M 180.78 83.61 ~ 156.65 17X58 74.00 ~ ' 80.47 112.80 7B.Oo' 452.30 17^25' 315.00 160.00 THHRinHW^Kr bag 3.01 4.45 ~ 5.10 5.80 ' 6'20 4.82 " 3.95 ___ 5.08 3.70 r?® s.ed" "BSaig 1 1/2- down to 3/4* ton 9.35 14.80 10.32 8.25 13.00 11.73 ~6.S0 ~ '9.98 8.40 9.49 10.25 ton 8.88 13.50 10.52 8.25 13.00 12.50 6.50 9.01 8.92 10.64" 10.50 3/4* down to 3/8* CBUSHEDSTOHEbasocotires 7-20 830_____ 10,52______ 7.20 7.90 9.50 __ 4.00 7.35 8.92 0.49 10.75 ___ concrete course _________ 'ton 7/91 _____ 9.30~ " 8.85............ 7.20 ~ ~9.10 8.00 6.60 ______ 8.03 8.92 -9.40 19.40 asphaft course______ 'ton ~ 8.51 9^50 9.30 ~ 7.20 iToS 9.00' 7.00 "" 8.74 9.20 ' 0.49" “ 11.00 "SASP^ncrete______________ masonry_________________ lOT__ 8.96 _______ 7.90 6.66 8.80 8.85 9.10 ' 6.25 6.25 " 5.75 6.06' 7.50 12.00 10.75 10.B0~ 7.25 7.98 ~ 7,30 730 18.40 20.70’ 0.20 5.70 a

f (aiNi^ER£XD¥-WlX 3,000 psi cy 86.38 +78.50 67.40 ' ~ 77.00 -60.00 +85.00____ +70.00 67.42 72.00 174.80 86.50 ___ 4,000 psI_________________ cy 71.38 +81.50 68.82 ____ 85.00 /64Q0 +77.50 +73.00 72.02 7a.(W 189.75 92.50 5.000 psi "cy 72.41___ +87.50 70.42 92^00___ -66.OO' +83.50 +76.00 73.51_______ 84.00 106.00 SAMW M ~318.80 “ 480.00 ' 275.00 ' 460.00 ^.00 245.00 350.00 320.46 wioo' 471.50 412.00 COHSHETEBI-BCK________ heavyweight 8" x 8" m 16" ___ lightweight 8" X 8" X 16" C C 108.40 118.48 128.00 156.00 90.00 90.00 10S.00 118.00 81.00 98.00 115.00 15300 129.00 141.00 109.02 118.02 135.00 133.00 168.60 340.40 142.00 154.00 I a

II C_____ £82.70 197.00 128.00 139.00 146.00 187.00 196.00 183.78 209.00 512.75 232.00' 12*x8*xl6- ■i88.M i'90.00 206.0) 140.00 160.00 177.20 115.66 232.00 188.18 ---- --------- ton 176.1 r 198.00“

washed; asphalt ccursa. V2” through #4. unwashed; concrete sand. 2NS medium dean; masonry sand, 2NS fine dean; brick, local. SW, C216; concrete block, 2 cere. AH quantities are Iniekloads unless noted. Quotes for Montreal and Toronto ere In Canadian dollars and metric units (tonne, cu nd. Montreal prices include 19% value added tax The above prices are not Intended to represent the prevaOlng or average prise In a cHy but are dealgnsd to track p from a single source for a given product quantity and spodficatton over time.

DECEMBER 3, 2001/ENR 113

NYC-WTC_000142037

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NYC-WTC_000142037Source: NYC Law Department, mirrored locally

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