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ZZo <br />STRUCTURAL DEMOLITION WORK cont'd <br />sheet 4 of 9 <br /> I I I I I MEANS BASEI TOTAL <br />STRUCTURE / FACILITY / EQUIPMENT DESCRIPTION DIMENSIONS COMPOSITION QUANTITY UNIT UNIT COST COST ($) <br />SEDIMENT/DRAINAGE CONTROL <br />-Ventilation Facility- I I I I I <br />North clearwa[er diversion culvert 30" diam. - 206 l.f. CMP 206 lin.fc. $8 .49 $1,689 <br />South clearwa ter dive rs ron culvert 54" diam. - 2,360 l.f. CMP 2,360 lin.ft. $29 .12 $66,307 <br />Secondary grated concrete channel 4'W x 50'L x 4'N -B" concrete 50 lin.ft. 565 .09 53,191 <br />-steel grate 9'W x 50'L steel 5 10' sect $57 .10 5276 <br />Drop inlets (4) N/A PVC 9 each $186 .00 $]19 <br />Manholes (91 I N/A I steel I 9 I each $1H 6 . OD I $1,61] <br />Culvert CSG-1 30" - 50 l.f. CMP 50 lin.ft. $8. 49 5910 <br />CL leer[ CS LY-9 18" - 55 1.f. CMP 55 lin.fc. $7 .43 5395 <br />-Booting 1.5' x 3' concrete 55 lin.Et. $11. 59 5719 <br />Sedimentation pond primary spillway 6" diam., JS lin.fc. <br />I HDPE <br />~ JS <br />I I lin.fc. <br />~ $9. 71 <br />~ 5159 <br /> <br />Ba Ef led apron drops, including headwalls I <br />121 rough dim. 3'z20' I <br />concrete I I <br />223 I <br />sq.ft. <br />53 I <br />.71 <br />$799 <br />Culvert CCW-lA 13'x7' arch, 225 l.f. CMP 225 lin.ft. $67 .07 $14,578 <br />Detention pond concrete headwall roughly 200 sq.ft., 1' concrete 200 sq.Et. $9 .89 $1,911 <br />HD PE culvert 190" - 100 l.f. I HDPE I 100 I lin. EC.I 516. 09 I $1,559 <br />Concrete ditch on south side of shaft bench 1' de pth,7•w., 2" th concrete 1,800 lin.ft. 519. 79 $25,602 <br />Riprap ditch 2' depth, P•w., 1800 1 rock 2,267 cu. yd. 55. 30 $11,605 <br />Sediment pond apron 40' x 90' concrete 3,600 sq.ft. 55. 31 $18,966 <br />Tie-back/concrete recai ning wall 2100'L x 95'H <br />I <br />I <br />I concrete <br />I <br />I <br />I 2,100 <br />I I <br />I I <br />I I sq.f[. <br />I <br />I <br />I 5212. 00 <br />I <br />I <br />I 5930,063 <br /> <br /> <br /> <br />oad guardrails I <br />I <br />I I <br />I I <br />I I I <br />I I <br />I I <br />I I I <br />I <br />I <br />I I <br />I <br />I <br />I <br />shaft, Sly Gulch, vent 2,900, 1,700, 700 l.f. metal/wood 5,300 lr n.fc. 53. 81 519,506 <br />-footing 193011.5' x 1' x 5' <br />I concrete 2,150 <br />I I lin.ft. <br />I $8. 21 <br />I $17,051 <br />SUBSTATION I <br />Fence 190'W x 290'L chain lrnk 760 lrn.ft. 51. 68 $1,233 <br />Oil containment sumps (3) 131 '2'W x 60'L, 6" conc rece 1B0 sq.ft. 56. 17 $1,073 <br />-footing 113) '2'W x 60'L, 2'x1' I concrete I 1B0 1 11n.ft.l 59. 03 $1,5]0 <br />Oil containment liner PVC 700 sq.ft. <br />Cable trench 3'W x 220'L x 2'N concrete 1,590 sq.ft. 57. 07 $10,518 <br />Grounding grid 20'W x 20'L <br />Overhead buswork support columns I I]4) I steel I I I I <br />-caissons 174) 2' diam. x 10' de concrete 296 lin.ft. 512. 20 53,480 <br />Transformers 13) 8'W x 10'L x B'H various 3 each $1,325. 00 53,040 <br />Voltage regulators 4' diam. x B'H various 3 each 5915. 00 52.652 <br />Swicchgear 2'W x 3'L x 9'H various 30 each $900. 00 511,592 <br />-hour mg 18'W x 24'L x 10'H metal 9,320 cu.ft. 50. 18 $751 <br />Substation Eloor (4)6x10, 13)12x10, 18x18 concrete 1,720 I sq.ft. I $10. 30 I 517,193 <br /> (3)4x10, 1211Bx29 <br />Steel supports (79) 6"W x 6"L x 12'H <br />I I steel 888 <br />I I lin.f[. <br />I 59. 41 <br />I 53,783 <br />Concrete disposal - Total for all rrems NA Concrete 3,017.10 cu.yd. $5. 30 515,447 <br />___________________________________ _____ _________ _______ __ ___ <br />TASK <br />SUBTOTAL <br />- sheet <br />4 <br />5689,869 <br /> TOTAL COST - sheets 1 through 9 51,114,262 <br />