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Daily Labor Crew Output Hours Unit Material 2017 Rare Costs Labor Equipment Total Total Ind OSP 09 61 Flooring Treatment 09 61 19 - Concrete Floor Staining 0961 19.40 Floors, Interior 0010 FLOORS, INTERIOR 0300 Aoid stain and sealer 0310 Ston, one coat 0320 Two cools 0330 Acrylic sealer, one cout Two coats 1 Pod 650012 SE 570.014 2600 .003 1400 006 .12 25 22 .44 36 41 09 17 .43 66 31 61 73 -95 39 37 0040 1 Club 133 060 SE 160 4.30 3.81 .17 .26 48 19 4.30 5.70 8340 5.90 381 12 26 48 19 4.30 570 7.40 4.19 18 29 53 21 LE 473 6.25 09 62 Specialty Flooring 0962 19 - Laminate Flooring 09 62 19.10 Floating Floor 0010 FLOATING FLOOR 8300 Floating floolantine, wood poffem stip, complote 8310 Components, T & Gwood composite tips 8320 Fle 8330 From Adhesive 8350 Installation til 8360 Tin, 2" wide x 3' long 8370 Reducer moulding 09 62 23 - Bamboo Flooring 09 62 23.10 Flooring, Bamboo 0010 FLOORING, BAMBOO 8600 Flooring, wood, banboo stipulinished, 5/8"x4"x3' 8610 5/8*14*** 8620 5/8" 14"x6 Finished, 5/8" x 4"x3 8640 5/8" x 4x4 8650 5/8"x4"x6 8660 Stair trods, unfinished, 1-1/16" 11:1/2"x4" 8670 Finished 11/16" x 11-1/2"x4 8680 Stainies, unfinished, 5/8"x7-1/2" x 4 8690 Finished, 5/8"x1-1/2"x4 8700 Stoit nosing, unfinished, 6 long 8710 Finished, 6 long 09 62 29 - Cork Flooring 09 62 29.10 Cork Tile Flooring 0010 CORK TILE FLOORING 2200 Corkte, standard finish, 1/8" tikk 2250 3/16" thek 2300 5/18 tick 2350 1/2" thick 2500 Urethone finish 1/8" thick 2550 3/16" flick 2600 5/16" thick 2650 1/2" thick 1.10 1.02 95 1.10 102 7 7.05 7.45 7.55 8630 ៥ ៖ នី ង នី ឌី G Cap 255 031 SE G 275029 G 295027 G 255 031 275 029 295 027 1B 444 E 18.444 18 444 G 18 444 16 .500 16 500 7.65 4.69 4.87 5.35 5.15 5.40 4.94 45 82 16.60 31.50 37 42 5.79 5.89 6.30 6.25 6.42 5.89 6055 9755 32.15 47.05 54.50 59.50 1555 15.55 15.55 15.55 17.50 17.50 8 ទី 7.05 75.50 117 44.50 60.50 69.50 75 G 1 315 025 SE G 315 025 315 025 G 315 .025 G 315 025 G 315.025 G 315025 G 315.025 6.80 5.80 835 10.95 8.10 8.25 8.85 12.15 B5 BS 85 85 85 85 的的的的的 7.65 6,65 9.20 11.80 8.95 9.10 9.70 13 3 동 8.85 7.75 10.60 13.40 10.30 10.45 11.15 14.75 NO
2017 Bore Labor Eine Total Taldl Ind O&P 13.55 1435 17.70 17.75 14.90 15.80 19.50 19.55 - 三 U 09 13 84 98 1.14 LIB 14 174 179 1.84 15 206 226 2.67 149 264 3.15 3.58 4.02 221 2.75 3.06 358 232 385 4.45 497 5.50 13 23 20 21 04 05 Common Work Results for Masonry 04 05 13 - Masonry Mortaring Daly laber 04 05 13.10 Cement Crew Quadros Moterid 0010 CEMENT 204051310 0100 Memy.70 .bo to 3 1355 0150 LTL.lt 1435 0200 While 706. bog Llots 17.30 0250 LIL los 1735 04 05 16 - Masonry Grouting 04 05 16.30 Grouting 0010 GROUTING UULI Hond boom linhas, 3 de 5 m, 0.15 Lt. per Lt. 141402 JU 0020 Bthick, 02 CELE 1400029 113 0050 10, 0.25 CE per Lt 120000 117 0060 12" tik 03CE 1040 058 1.00 0200 Concrete Blockcores, sold, **k, by lord, 0.067 CE SE 08 1100 36 SF 31 0210 t" thick mod.0.175CFS 04 720 156 32 0250 8" thick, punoed, 0.258CES 680059 221 0300 10, pped, 0.340 Eper SF 560061 159 0350 Iz tick, purped, 0.472 C. per St. 40063 2.97 04 05 19 - Masonry Anchorage and Reinforcing 04 05 19.05 Anchor Bolts 0010 ANCHOR BOLTS 0015 Installed in fresh poet in CRU bend beans or filed cores, no turistes 0020 Hocked, with tot end washer, 1/2"fon,t long 1 B132061 138 0030 12 131061 153 0040 5/8" dont on 129 042 335 0050 12"long 1273 212 0060 3/4" 8" 122 08 42 195 4 SIS 04 05 19.16 Masonry Anchors 0010 MASONRY ANCHORS 0020 For brick me, gas, comuted, 7/8 17:26 Bic 1050 162 15:35 0100 24 G 10.50 762 9.90 0150 16G 1050 147 29 0200 Buck cher, go,conugted, 16 g, bond, B12" 30.50 12 52 0250 10:50 142 6150 0660 Corty wdl, , govorit, bons 1/8" con 10.50 362 25.50 0670 3/16" donde 10.50 762 31 0680 1/4" donde 16.50 762 20 0850 8" long 3/16" diameter 10:50 762 16 0855 1/4" do 10:50 762 2 1000 Pactonpler tyos, galvanized, 1/4" domu, 728 10:50 162 73 1050 10.50 762 38.50 1100 3/16* d. 716 10.50 752 15.50 1150 10.50 162 1500 Rigid perffion anden, plon, Bog. 1x1/8" 10.50 762 230 1550 1.1/4" 105072 221 1580 11/21/1 10.50 762 253 1600 11/2**1/4" 10.SO 712 315 1650 11/ 10.50 762 20 1700 7:1/4 1050 112 295 211 213 216 2.20 2.20 270 249 3.66 5.51 6.32 6.32 70 5.05 525 7.30 8.20 8.20 940 מח 17 2450 6150 55.50 一 41.85 36.40 55.50 8550 83 52 57.50 65.50 52.50 73.50 99.50 115 72 78.50 256.50 29750 279.50 26.50 26.50 26.50 26.50 26.50 26.50 26.50 26.50 26.50 2650 26.50 26.50 26.50 2650 2650 26.50 2650 26.50 26.50 門 76.50 110 112 7250 78.50 37.50 73 96 125 142 9450 102 298 345 325 395 375 480 34150 325.50 421.50
Daily Lobo Gw Output Hours Unid Material 2017 Bare Costs Labor Equipment Total Told Ind DLP SE 1.22 137 142 1:57 1.22 1.42 un 1.37 142 1.57 022 1.42 134 151 1.56 1.73 134 156 比 D-8 345 116 SF 325.123 300 133 09 775 .175 3.96 4.49 5.05 5.90 132 3.76 3.99 432 555 全等奖答說号355 7.72 843 9.37 1145 132 138 132 138 10.65 11.65 12.85 15.80 1.45 1.52 1.45 1.48 1.59 158 132 1.34 1.39 1.4 134 1.39 1.44 04 22 Concrete Unit Masonry 04 22 10 - Concrete Masonry Units 04 22 10.19 Concrete Block, Insulation Inserts 0010 CONCRETE BLOCK, INSULATION INSERTS 0100 Saloon, plant installed odd to block prices 0200 *** 16 unit, thick 0250 Stick 0300 10" thick 0350 12 fick 0500 8x8* unit thick 0550 12 Sick 04 92 10.23 Concrete Block, Decorative 0010 CONCRETE BLOCK, DECORATIVE, C90, 2000 5000 Split til prutle wit, I'du tils, 5100 8:16"x"Hick 5150 thick 5200 thick 5250 12" thick 5400 for special dreper colors, 4 thick, add 5450 12 fi, od 5600 For white, 4 tid, dd 5650 tid, add 5700 5750 04 22 10.24 Concrete Block, Exterior 0010 CONCRETE BLOCK, EXTERIOR, C90, 2000 0020 Rared Courses, tooled on sides 0100 Nand weight, 3116"x6" thick 0200 0250 10" thick 0900 12" tick 04 22 10.26 Concrete Block Foundation Wall 0010 CONCRETE BLOCK FOUNDATION WALL, CR0/C145 Nordwight, cat joints, hors petroit, no vert sind. 0200 Holow Br 16x6" thick 0750 0300 10" thick 0350 12"hid 0500 Sold, 89x16" Sock, thick 0550 17thick 04 22 10.32 Concrete Block, Lintels 0010 CONCRETE BLOCK, LINTELS, C90, come weight 0100 Including potond honoring 0200 8x8x8" T4 bat 0250 24 bers 0400 BX168", 1/4 bol 0450 24 bors 1000 17x8">8",144 ba 1100 24 bors 1190 245 bon 1200 216 bors 1500 12x16 18,114 ba 1600 2.3 bor 240 08 395 101 SF 360 111 290 138 09 250 192 328 360 371 430 5 568 7.31 877 11.10 8.15 10.15 12.25 1575 4.47 6.10 0050 id 08 455 088 SE 425094 350 114 09 300 160 D8 440 091 415 096 09350137 307 3.29 3.77 4.97 3.13 437 6.25 2.85 3.05 3.70 5.10 2.94 2.12 436 5.92 6:54 7.47 10.01 6.07 7.49 1061 8.15 8.70 1035 14 8.40 10.05 14.20 0800 3.93 14300 133 LE 295 136 275 145 270.143 275 145 270 148 270 148 265 151 250 160 245 163 3.80 4.00 3.95 417 5.30 5.55 5.75 6.05 6 6 4.29 437 4.29 4,37 4.37 4.45 4.72 482 44 45 48 49 40 49 49 50 53 54 SSSSSSS 8.25 8.54 8.72 9.09 10.07 10.41 10.61 11 11.25 11.36 1135 11.70 12.10 12.45 13.60 14 1435 1465 15.05 15:30 。
2017 Bare Costs Labor Equipment 11 436 Material 13.40 0300 Total Ind ORP 38 Total 2876 160 161 199 109 93.50 93.50 10.80 12.35 14.40 8.95 8.10 21.50 170.80 173.35 213.40 117.95 101.60 115 194 198 243 135 117 134 04 43 Stone Masonry 04 43 10 - Masonry with Natural and Processed Stone Daily Lobor 04 43 10.75 Sandstone or Brownstone Crew Output Hours Unit Split face, sondom sizes D-10 100 320 S.E. 0350 Cut stone trim Cimestone) 0360 Ribbon stone, 4" thick, 5 places 08 120 333 En. 0370 Cove stone, 4" thick, 5' pieces 105 381 0380 Comice stone, 10 to 12" wide 90 .444 0390 Band stone, 4" thick, 5 pieces 145 276 0410 Window and door trim, 34 to 4" wide 160 250 0420 key ston, 18" long 60 667 04 43 10.80 Slate 0010 SLATE 3100 Stair landings, 1" Hick, block, der D-1 65 246 S.E. 3200 Ribbon 65 .246 3500 Sinir heksand finish, thick x 12" wide 3600 3 LE 10 6 LF. D-10 120 267 LF 3700 Ribbon, sond finish, 1thick x 12" wide 3750 To 6 LE D-10 120 267 LF 04 43 10.85 Window Sill 0010 WINDOW SILL 0020 Bluestone, thermal top. 10wide, 1-1/2" thick D-1 85 .188 S.E DOSO 2" thick 75 213 0100 Cut stone, 5"8" plain 48 333 LE 0200 Face brick on edge, brick, 8" wide 80 200 0400 Marble, 9" wide, 1" thick 85 188 0900 Slate, colored, unfading, honed, 12" wido, 1" thick 85 .188 0950 2" thick 70 229 21 23.50 7.80 7.80 28.80 31.30 36.50 38.50 25 9.20 3.63 37.83 47 21 9.20 3.63 33.83 43 9.60 9.60 12.55 5.45 8.95 8.95 8.95 如則sr所門門 6 6.80 10.60 6.35 6 6 7.25 15.60 16.40 23.15 11.80 14.95 14.95 16.20 20.50 22 31.50 16.65 19.90 19.85 22 04 51 Flue Liner Masonry 04 51 10 - Clay Flue Lining 04 51 10.10 Flue Lining 01 FLUE LINING, including mentor Cloy, 8" 18" 0:1 4.07 4.94 5.45 0020 0100 0200 0300 0400 0500 0600 1000 1100 8x12" 12 12 12x18 | 18" x 18" 200 x 200 24" 24" Round, 18" diameter 24" diameter 125 128 VLE 103 155 93 172 84 190 75 213 66 .242 56 .286 66 .242 47 340 5.85 8.45 11 22.50 29 43.50 55.50 39.50 76 4.05 6,80 7.70 9.10 7.70 10.80 9.92 13.39 16.45 20.55 35.80 51.20 64.60 47.20 86.80 13.25 17.60 21.50 35 43.50 60.50 76.50 56.50 102
Torte Indu To 1.81 2. 2017 leren Iber Equipment 140 1.25 1.08 116 1.21 w 41 4 14 04 05 2.11 112 1.20 132 183 114 1.37 1.14 1.30 2.39 184 1.99 2.12 3.01 1.79 2.15 1.79 3.18 150 SOS 21 15 21 24 90 1.12 91 112 RS33 510 10 10 09 00 2.75 32 2.97 05 05 Common Work Results for Metals 05 05 19 - Post-Installed Concrete Anchors Daily The 05 05 19.20 Expansion Anchors C D Hours the 6700 ID-14 1/2" G 100 200 000 6800 men / G 160050 6900 Pod 31 20031 7000 / 240 31 7100 VID2, 2200 7200 HT 10000 SoFoliger te will/ WnXS 300002 21/ G 2002 8970 les for test 3/18" tun111/8 G 300027 8980 250 02 05 05 21 - Fastening Methods for Metal 05 05 21.15 Drilling Steel 0010 DRILLING STEEL 1910 Dragon 1920 1/ 171200 1985 Fotodd 388004 1930 3/8" 104001 1935 food/ odd 312 006 1940 12 96 INS formatd/tri, 781028 1990 5/" 380V 1955 Ford / 764 00 190 w/ 10 100 1985 furah 2003 1920 7/ 32111 1975 furentrera 1/4" dig, 216 037 1980 0 195 1985 Fert/dpad 102 1990 Fareed 05 05 23 - Metal Fastenings OS 05 23.10 Bolts and Hex Nuts 0010 BOLTS & HEX NUTS, SW.1307 0100 t" dhe GS 140057 log 140057 0300 1300 0400 130 052 0500 12006 0000 3/8'' 130062 0700 bre 130062 0000 120 000 long 12061 1000 s'org 115 000 1100 1/2 dl / 120 1200 img 120 1300 115 00 1100 1500 105 006 1600 5/ HT'ing 120067 Zong 120 367 Pop 115070 1900 110073 2000 he 105074 11 16 18 20 20 3.21 107 350 117 SB 128 428 1.43 412 1.61 10 2.05 102 3.06 108 832 1.18 346 133 400 1.48 454 1.69 5.05 1.84 1.11 545 1.89 5.95 200 6.51 229 2:15 2.54 BOS 282 8.95 3.15 26 > 23 是 0900 b 10 15 12 14 11 220 220 237 237 2.57 237 231 2.57 30 30 OOOOOOOOOOOOOOOOOOO 2.57 201 226 2.27 2.47 2.52 2.74 2.51 2.55 2.81 2.82 3.01 2.97 301 20 SBS 432 3.42 3.51 402 4.52 5.49 405 4.06 4.40 4.4 42 44 449 4.90 692 525 5.10 SUS 5.10 4.20 6.80 5.40 5.45 6.35 6.95 8.10 37 1400 TOS 1 2.57 27 2.68 2.80 2. W 2.57 257 2.68 2.80 2.4 តើង = = = = 1700 100 14 1.34 2 255