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<br />Table 5.1 <br /> <br />CONVENTIONAL INSTALLATION COSTS FOR SINGLE SECTION <br />(dollars) <br /> <br /> Manufactured licJre Length (ft.) <br /> 48 52 56 60 66 72 76 <br />Concrete Piers 1000-1500 1000-1500 1200-1800 1200-1800 1400-2100 1400-2100 1600-2400 <br />Masonry Piers 500-1000 500-1000 600-1200 600-1200 700-1400 700-1400 800-1600 <br />Ground Anchors 350" 750 350- 750 420- 900 420- 900 490-1050 490-1050 560-1200 <br />Jacking 200- 300 200- 300 200- 300 200- 300 200- 300 200- 300 . 200- 300 <br />'fO'OO. CDST 1050-2550 1050-2550 1220-3000 1220-3000 1390-3450 1390-3450 ' 1560-3900 <br />COst/Ft. Length 21.88-53.13 20.19-49.04 21.79-53.57 20.33-50.00 21.06-52.27 19.31-47.92 20.53-51.32 <br /> <br />Table 5.2 <br /> <br />CONVENTIONAL INSTALLATION COSTS FOR DOUBLE SECTION' <br />(dollars) <br /> <br /> ~~nufactured Home Length (ft.) <br /> 32 40 48 52 56 60 66 <br />Concrete Piers 1600-2400 1600-2400 2000-3000 2000-3000 2400-3600 2400-3600 2800-4200 <br />Masonry Piers 800-1600 800-1600 1000-2000 1000-2000 1200-2400 1200-2400 1400-2800 <br />Ground Anchors 280- 600 280- 600 350- 750 350- 750 420- 900 420'- 900 490-1050 <br />Jack Ing 400- 600 400- 600 400- 600 400- 600 400- 600 400- 600 400- 600 <br />'lUl'AL UJST 1480-3600 1480-3600 1750-4350 1750-4350 2020-5100 2020-5100 2290-5850 <br />Cost/Ft. Length 46.25-112.50 37.00-90.00 36.46-90.63 33.65-83.65 36.07-91.07 33.67-85.00 34.70-88.64 <br /> <br />Table 5.3 <br /> <br />EARTH FILL COSTS 1 <br />(dollars) <br /> <br /> -- I <br />Depth of MtnuCactured Mmufactured Hare length (ft.) <br />Fill lbre Width <br />(ft. ) (ft.J 32 4. 48 52 56 60 86 72 76 <br />I 12 - 82- 164 94- 188 102- 204 108- 216 114- 228 124- 248 134- 268 14 0- 280 <br /> 14 - 88- 176 104- 208 110- 220 118- 236 124- 248 138- 272 146- 292 152- 304 <br /> 24 106- 212 126- 252 146- 292 156- 312 166-" 332 176- 352 192- 384 - - <br /> 28 118- 236 140- 280 164- 328 174- 348 186- 372 198- 396 214- 428 - - <br />2 12 - 184- 368 214- 428 228- 456 242- 484 256- 512 278- 556 299- 598 312- 624 <br /> 14 - 200- 400 232- 464 246- 492 262- 524 278- 556 300- 600 324- 648 340- 680 <br /> 24 234-468 278- 556 320- 640 342- 684 362- 724 384- 768 416- 832 - - <br /> 28 260-520 308- 616 356- 712 380- 760 402- 804 426- 852 462- 924 - - <br />3 12 - 312- 624 358- 716 382- 764 404- 808 428- 856 462- 924 496- 992 52D-I040 <br /> 14 - 336- 672 386- 772 410- 820 436- 872 460- 920 498- 996 536-1072 560-1120 <br /> 24 388- 776 456- 912 524-1048 558.1116 592-1184 624-1248 676-1352 726-1452 - <br /> 28 430- 860 504-1008 578-1156 616-1232 654-1308 690-1380 746-1492. 802-1604 - <br />. 12 - 465- 930 531-1062 564-1128 597-1194 631-1262 680-1360 730-1460 763-1526 <br /> 14 - 498- 996 569-1138 604-1208 640-1280 676-1352 729-1458 782-1564 818-1636 <br /> 24 569-1138 664-1328 759-1518 806-1612 853-1706 901-1802 972-1944 - - <br /> 28 626-1252 730-1460 843-1686 887-1774 9:39-1878 991-1982 1069-21:38 - - <br />5 12 - 644-1288 733-1466 778-1556 822-1644 866-1732 933-1866 1000-2000 1044-2088 <br /> 1. - 687-1374 782-1564 830-1660 877-1754 924-1848 996-1992 1067-2134 1114-2228 <br /> 2' 778-1556 902-1804 1027-2054 1089-2178 1151-2302 1213-2426 1307-2614 - - <br /> 2. 852-1704 988-1976 1124-2248 1193-2386 1261-2522 1329-2658 1431-2862 - - <br /> <br />IThe number of cubic yards of fill can be derived by dividing the first value in each <br />range above by 2 since the cost tor the first entry is based on $2.00/cu.yd. <br /> <br />72 <br />