Estimate the bare cost and total cost, including overhead and profit, for erecting a wall 12' high, 220' The wall will have 6" concrete blocks (CMU) (ignore CCI percentages.) RSMeans Item No. Joist Designation 04 27 10.20 Cavity wall, 4rr SF 6.25 11.00- brick, 6CMU 0400 Depth (In) Approx. WL (lbs/ft) Span (ft.) 18 19 20 21 22 23 24 25 Description Unit Bare Costs Total Incl. Mat. Labor Equip. Total 0&P 17.25 23.50 Standard Load Table/Open Web Steel Joists, K-Series 18 18 7.2 7.7 18K3 18K4 18K5 18K6 18K7 18K9 18K10 20K3 20K4 20K5 20K6 20K7 20K9 20K10 22K4 22K5 22K6 22K7 22K9 22K10 22K11 20 18 6.6 18 18 18 9 10.2 11.7 20 6.7 20 7.6 20 20 8.2 8.9 20 9.3 20 10.8 22 22 22 22 22 22 8 22 13.8 12.2 8.8 9.2 9.7 11.3 12.6 18 8.5 550 550 550 550 550 550 550 550 550 523 523 523 550 550 550 550 550 550 550 550 514 550 550 550 494 523 523 523 463 550 550 550 550 550 550 517 550 550 550 550 550 550 423 490 490 490 490 490 490 517 550 550 550 550 550 550 420 506 550 550 550 550 550 468 550 550 550 550 550 550 364 426 460 460 460 460 460 453 520 520 520 520 520 520 382 460 518 550 550 550 550 426 514 550 550 550 550 550 550 550 550 550 550 550 316 370 438 438 438 438 393 461 490 490 490 490 490 548 548 548 548 548 548 349 420 473 516 550 550 550 389 469 529 550 550 550 550 518 550 550 550 550 550 276 323 362 393 418 418 418 344 402 451 468 468 468 468 491 518 518 518 518 518 320 385 434 473 526 550 550 357 430 485 528 550 550 550 475 536 550 550 550 550 242 284 318 345 382 396 396 302 353 396 430 448 448 448 431 483 495 495 495 495 294 355 400 435 485 550 550 329 396 446 486 541 550 550 438 493 537 550 550 550 214 250 281 305 337 377 377 266 312 350 380 421 426 426 381 427 464 474 474 474 Black figures: TOTAL safe uniformly distributed load-carrying capacities (lb/ft) 550 548 550 518 550 495 550 474 I

Estimate the bare cost and total cost, including bverhead and profit, for erecting a wall 12 high, 220 The wall will have 6 " concrete blocks (CMU) (ignore CCI percentages.) Standard Load Table/Open Web Steel Joists, K-Series