Three Story Sample
14-16 West Any Street
Hometown, New Jersey
Prepared: 10/5/2016
Version 1.0
Prepared For:
Concrete Company
This takeoff has been prepared by Walsh Estimating Service, a division of Maracorp
International:
Although we have been careful to assure that all items are correct, we make no guarantee
beyond the cost of our work. The contractor has the final responsibility for completeness and
accuracy in the preparation of his bid.
Takeoff By: Walsh Estimating Service/Maracorp Int'l (570) 223-7880
12/21/2016
Page 2 of 26 Three Story Sample Concrete & Rebar 1.0 printed 12/21/2016 9:58 AM
ITEM UNIT QUANT PRICE AMOUNT
Three Story Sample
14-16 West Any Street
Hometown, New Jersey
Prepared: 10/5/2016
Walsh Estimating Job No. 216000
NOTE:
1. The pile caps at the stairs and elevator are assumed to have #8 rebar at 8" o.c.
(length and 11" o.c. (width)
2. We assumed the east building wall will be block per Details F1/S-1 and F2/S-1 on the
Structural Plans. This conflicts with Architectural Plans A-100 (9-2-16) and A-101
which show the wall to the door at Stair 6 to be concrete. It also conflicts with 2/A-201
which shows the wall out to the beginning of the radius as all being concrete.
3. We assumed the wall along the east side of the ramp to the 2nd floor to be block from
the foundation to the 3rd floor slab.
4. The shearwalls at the elevator are larger at the 2nd and 3rd floors than they are at the
foundation level.
5. The shearwalls at Stair #1 are smaller at the 2nd and 3rd levels than they are at the
foundation level.
6. The 18" x 40" beams at the 8" slab on the 2nd floor are assumed to have (3) #9 rebar
top and bottom and #4 ties at 9" o.c.
7. The 8" one way slab at the 2nd floor is assumed to have #5 rebar at 10" o.c., each way,
top and bottom
8. Sheet S3.0 calls for a 16" slab for the entire 3rd floor, however Sheet A-401 calls for
the exterior portions of the slab to be 12" thick, we assumed S3.0 to be correct.
This takeoff has been prepared by Walsh Estimating Service, a division of Maracorp International:
Although we have been careful to assure that all items are correct, we make no guarantee beyond the cost of our work. The contractor has the final responsibility for completeness and accuracy in the preparation of his bid.
By acceptance of this takeoff, the purchaser agrees to the following statement:
"I do hereby release and hold harmless Walsh Estimating Service, Maracorp International, Ed Walsh, and his employees from any and all errors and omissions beyond the invoiced value of services rendered."
Takeoff By: Walsh Estimating Service/Maracorp Int'l (570) 223-7880
Page 3 of 26 Three Story Sample Concrete & Rebar 1.0 printed 12/21/2016 9:58 AM
ITEM UNIT QUANT PRICE AMOUNT
I. CONCRETE
Foundation and First Floor Concrete
Pile Caps CY 820.69
Grade Beams CY 158.09
Columns CY 145.08
Walls CY 312.45
Slabs on Grade, 5" thick CY 669.68
Total = CY 2,105.99
check
Second Floor Concrete
Beams CY 42.89
Structural Slab, 8" thick CY 49.21
Structural Slab, 10" thick CY 1,241.53
Columns CY 115.44 -
Walls CY 255.92
Total = CY 1,704.99
check
3ed Floor Concrete
Beams SF 32.72
Structural Slab, 16" thick SF 2,163.71
Total = CY 2,196.43
check
Total Finishes
Float Finish SF 4,284
Trowel Finish SF 129,345
Wall / Column Finish SF 45,509
Cure SF 179,138
Î Î
Subtotal
Takeoff By: Walsh Estimating Service/Maracorp Int'l (570) 223-7880
Page 4 of 26 Three Story Sample Concrete & Rebar 1.0 printed 12/21/2016 9:58 AM
ITEM UNIT QUANT PRICE AMOUNT
II. REBAR - Length
Pile Caps
#5 Rebar LF 23
#8 Rebar LF 15,038
#9 Rebar LF 6,500
Total = LF 21,561
check
Grade Beams
#4 Rebar LF 8,664
#8 Rebar LF 10,676
Total = LF 19,340
check
Ground Floor Columns
#3 Rebar LF 19,400
#6 Rebar LF 3,368
#7 Rebar LF 16,012
Total = LF 38,780
check
Ground Floor Walls
#4 Rebar LF 5,587
#5 Rebar LF 48,579
Total = LF 54,166
check
Slabs on Grade
#4 Rebar LF 71,771
Total = LF 71,771
check
2nd Floor Beams (Epoxy)
#4 Rebar LF 7,006
#9 Rebar LF 4,324
Total = LF 11,330
check
2nd Floor Slabs (Epoxy)
#5 Rebar LF 185,820
#6 Rebar LF 3,229
#7 Rebar LF 1,641
Total = LF 190,690
check
Takeoff By: Walsh Estimating Service/Maracorp Int'l (570) 223-7880
Page 5 of 26 Three Story Sample Concrete & Rebar 1.0 printed 12/21/2016 9:58 AM
ITEM UNIT QUANT PRICE AMOUNT
2nd Floor Walls (Epoxy)
#4 Rebar LF 4,318
#5 Rebar LF 41,025
Total = LF 45,343
check
2nd Floor Columns (Epoxy)
#3 Rebar LF 15,488
#6 Rebar LF 2,457
#7 Rebar LF 13,732
Total = LF 31,677
check
3rd Floor Beams
#4 Rebar LF 8,752
#9 Rebar LF 6,047
Total = LF 14,799
check
3rd Floor Slabs
#5 Rebar LF 183,069
#6 Rebar LF 39,805
#7 Rebar LF 1,839
Total = LF 224,713
check
Î Î
Rebar Summary - Length
#3 Rebar LF 34,888
#4 Rebar LF 106,098
#5 Rebar LF 458,516
#6 Rebar LF 48,859
#7 Rebar LF 33,224
#8 Rebar LF 25,714
#9 Rebar LF 16,871
Total = LF 724,170Î ÎÎ TRUE
Î Î
Subtotal
Takeoff By: Walsh Estimating Service/Maracorp Int'l (570) 223-7880
Page 6 of 26 Three Story Sample Concrete & Rebar 1.0 printed 12/21/2016 9:58 AM
ITEM UNIT QUANT PRICE AMOUNT
III. REBAR - Weight
Pile Caps
#5 Rebar TON 0.01
#8 Rebar TON 20.08
#9 Rebar TON 11.05
Total = TON 31.14
check
Grade Beams
#4 Rebar TON 2.89
#8 Rebar TON 14.25
Total = TON 17.14
check
Columns
#3 Rebar TON 3.64
#6 Rebar TON 2.53
#7 Rebar TON 16.37
Total = TON 22.54
check
Walls
#4 Rebar TON 1.86
#5 Rebar TON 25.33
Total = TON 27.19
check
Slabs
#4 Rebar TON 23.95
Total = TON 23.95
check
2nd Floor Beams (Epoxy)
#4 Rebar TON 2.34
#9 Rebar TON 7.35
Total = TON 9.69
check
Takeoff By: Walsh Estimating Service/Maracorp Int'l (570) 223-7880
Page 7 of 26 Three Story Sample Concrete & Rebar 1.0 printed 12/21/2016 9:58 AM
ITEM UNIT QUANT PRICE AMOUNT
2nd Floor Slabs (Epoxy)
#5 Rebar TON 96.91
#6 Rebar TON 2.42
#7 Rebar TON 1.68
Total = TON 101.01
check
2nd Floor Walls (Epoxy)
#4 Rebar TON 1.44
#5 Rebar TON 21.39
Total = TON 22.83
check
2nd Floor Columns (Epoxy)
#3 Rebar TON 2.91
#6 Rebar TON 1.84
#7 Rebar TON 14.04
Total = TON 18.79
check
3rd Floor Beams
#4 Rebar TON 2.92
#9 Rebar TON 10.28
Total = TON 13.20
check
3rd Floor Slabs
#5 Rebar TON 95.47
#6 Rebar TON 29.89
#7 Rebar TON 1.88
Total = TON 127.24
check
Rebar Summary - Weight
#3 Rebar TON 6.55
#4 Rebar TON 35.40
#5 Rebar TON 239.11
#6 Rebar TON 36.68
#7 Rebar TON 33.97
#8 Rebar TON 34.33
#9 Rebar TON 28.68
Total = TON 414.72Î ÎÎ TRUE
Subtotal
Takeoff By: Walsh Estimating Service/Maracorp Int'l (570) 223-7880
Page 8 of 26 Three Story Sample Concrete & Rebar Concrete Worksheet 1.0 printed 12/21/2016 9:58 AM
from T.O.F. CONCRETE FINISH
Plan Sheet DESCRIPTION Grid Line Notes: Elev Elev L W H Qty
Slab / Footing Surface
Area
Wall Surface
Area (both sides)
Beam Surface
Area (both sides)
Column Surface Area (all sides)
Slab Concrete Volume
Wall Concrete Volume
Beam Concrete Volume
Column Concrete Volume
Total Concrete Volume
Float Finish
Trowel Finish
Wall / Column Finish Cure
(FT) (FT) (FT) (FT) (FT) (EA) (SF) (SF) (SF) (SF) (CY) (CY) (CY) (CY) (CY) (SF) (SF) (SF) (SF)
Three Story Sample
14-16 West Any Street
Hometown, New Jersey
Prepared: 10/5/2016
Walsh Estimating Job No. 216000
Pile Caps
PC-1 3.50 3.50 3.17 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
PC-2 (perimeter) 21.16 24.33 7.00 3.50 3.17 1 25 2.88 0.00 0.00 0.00 2.88 25 0 0 25
PC-2 7.00 3.50 3.17 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
PC-3 (perimeter) 21.00 24.33 7.00 6.50 3.33 41 34.8 175.97 0.00 0.00 0.00 175.97 35 0 0 35
PC-3 (interior) 24.00 27.33 7.00 6.50 3.33 27 34.8 115.88 0.00 0.00 0.00 115.88 35 0 0 35
PC-3 (below grade beam) 21.00 24.33 7.00 6.50 3.33 2 34.8 8.58 0.00 0.00 0.00 8.58 35 0 0 35
PC-3 7.00 6.50 3.33 0 34.8 0.00 0.00 0.00 0.00 0.00 35 0 0 35
PC-4 (perimeter) 21.00 24.33 7.00 7.00 3.33 1 49 6.04 0.00 0.00 0.00 6.04 49 0 0 49
PC-4 (interior) 24.00 27.33 7.00 7.00 3.33 34 1,666 205.47 0.00 0.00 0.00 205.47 1,666 0 0 1,666
PC-4 7.00 7.00 3.33 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
PC-5 (perimeter) 21.00 24.33 8.50 8.50 3.33 1 72 8.91 0.00 0.00 0.00 8.91 72 0 0 72
PC-5 8.50 8.50 3.33 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
PC-6 (perimeter) 20.50 24.33 10.50 7.00 3.83 4 294 41.70 0.00 0.00 0.00 41.70 294 0 0 294
PC-6 (interior) 23.50 27.33 10.50 7.00 3.83 1 74 10.43 0.00 0.00 0.00 10.43 74 0 0 74
PC-6 (below grade beam) 20.50 24.33 10.50 7.00 3.83 2 147 20.85 0.00 0.00 0.00 20.85 147 0 0 147
PC-6 10.50 7.00 3.83 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
Elevator Pile Cap 20.07 23.40 22.17 11.33 3.33 1 251 30.98 0.00 0.00 0.00 30.98 251 0 0 251
Stair #1 Pile Cap 24.00 27.33 22.08 12.17 3.33 1 269 33.14 0.00 0.00 0.00 33.14 269 0 0 269
Stair #2 Pile Cap 24.00 27.33 22.00 15.50 3.33 1 288.7 35.61 0.00 0.00 0.00 35.61 289 0 0 289
Stair #3 Pile Cap 24.00 27.33 25.08 12.58 3.33 1 249.8 30.81 0.00 0.00 0.00 30.81 250 0 0 250
Stair #4 Pile Cap 24.00 27.33 22.08 8.58 3.33 1 219.8 27.11 0.00 0.00 0.00 27.11 220 0 0 220
Stair #5 Pile Cap 24.00 27.33 28.17 15.58 3.33 1 347.6 42.87 0.00 0.00 0.00 42.87 348 0 0 348
Stair #6 Pile Cap 24.00 27.33 22.00 9.42 3.33 1 190.2 23.46 0.00 0.00 0.00 23.46 190 0 0 190
0.00 0.00 0.00 0.00 0.00 0 0.0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 4,282 0 0 0 820.69 0.00 0.00 0.00 820.69 4,284 0 0 4,284
INPUT INFORMATION
This takeoff has been prepared by Walsh Estimating Service, a division of Maracorp International:
Although we have been careful to assure that all items are correct, we make no guarantee beyond the cost of our work. The contractor has the final responsibility for completeness and accuracy in the preparation of his bid.
By acceptance of this takeoff, the purchaser agrees to the following statement:
"I do hereby release and hold harmless Walsh Estimating Service, Maracorp International, Ed Walsh, and his employees from any and all errors and omissions beyond the invoiced value of services rendered."
Takeoff By: Maracorp/Walsh Estimating Service (570) 223-7880
Page 9 of 26 Three Story Sample Concrete & Rebar Concrete Worksheet 1.0 printed 12/21/2016 9:58 AM
from T.O.F. CONCRETE FINISH
Plan Sheet DESCRIPTION Grid Line Notes: Elev Elev L W H Qty
Slab / Footing Surface
Area
Wall Surface
Area (both sides)
Beam Surface
Area (both sides)
Column Surface Area (all sides)
Slab Concrete Volume
Wall Concrete Volume
Beam Concrete Volume
Column Concrete Volume
Total Concrete Volume
Float Finish
Trowel Finish
Wall / Column Finish Cure
(FT) (FT) (FT) (FT) (FT) (EA) (SF) (SF) (SF) (SF) (CY) (CY) (CY) (CY) (CY) (SF) (SF) (SF) (SF)
INPUT INFORMATION
Grade Beams
GB-1 24.33 27.33 420.17 1.33 3.00 1 2,521 0.00 0.00 62.09 0.00 62.09 0 0 0 0
GB-1 F4/S-1 at ramp 24.33 31.66 22.33 1.33 7.33 1 327 0.00 0.00 8.06 0.00 8.06 0 0 0 0
GB-2 24.33 27.33 110.67 1.00 3.00 1 664 0.00 0.00 12.30 0.00 12.30 0 0 0 0
GB-3 24.33 27.33 251.00 1.67 3.00 1 1,506 0.00 0.00 46.57 0.00 46.57 0 0 0 0
GB-4 24.33 27.33 156.67 1.67 3.00 1 940 0.00 0.00 29.07 0.00 29.07 0 0 0 0
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 0 0 5,958 0 0.00 0.00 158.09 0.00 158.09 0 0 0 0
Ground Floor Columns
C1 Columns (perimeter) 24.33 38.38 3.00 1.50 14.05 8 1,012 0.00 0.00 0.00 18.73 18.73 0 0 1,012 1,012
C1 Columns (interior) 27.33 38.38 3.00 1.50 11.05 59 5,868 0.00 0.00 0.00 108.66 108.66 0 0 5,868 5,868
C2 columns (perimeter) 24.33 38.38 2.00 1.00 14.05 17 1,433 0.00 0.00 0.00 17.69 17.69 0 0 1,433 1,433
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 0 0 0 8,313 0.00 0.00 0.00 145.08 145.08 0 0 8,313 8,313
Ground Floor Walls
Shearwall SW1 west wall 27.33 38.38 127.50 1.00 11.05 1 2,818 0.00 52.18 0.00 0.00 52.18 0 0 2,818 2,818
Shearwall SW1 (vent deduct) west wall 6.00 1.00 6.00 7 (504) 0.00 (9.33) 0.00 0.00 (9.33) 0 0 -504 (504)
Wall W1 south wall 27.33 38.38 34.50 1.00 11.05 1 762 0.00 14.12 0.00 0.00 14.12 0 0 762 762
Wall W1 (vent deduct) south wall 6.00 1.00 5.00 2 (120) 0.00 (2.22) 0.00 0.00 (2.22) 0 0 -120 (120)
Shearwall SW1 west wall stair 2 27.33 36.54 13.83 1.00 9.21 1 255 0.00 4.72 0.00 0.00 4.72 0 0 255 255
Shearwall SW1 north wall stair 2 27.33 38.38 17.50 1.00 11.05 1 193 0.00 7.16 0.00 0.00 7.16 0 0 193 193
Shearwall SW1 east wall stair 2 27.33 38.38 13.08 1.00 11.05 1 289 0.00 5.35 0.00 0.00 5.35 0 0 289 289
Shearwall SW1 south wall 27.33 38.38 12.33 1.00 11.05 1 136 0.00 5.05 0.00 0.00 5.05 0 0 136 136
Wall W1 south wall 27.33 38.38 15.83 1.00 11.05 1 350 0.00 6.48 0.00 0.00 6.48 0 0 350 350
Wall W1 (vent deduct) south wall 6.00 1.00 4.25 2 (102) 0.00 (1.89) 0.00 0.00 (1.89) 0 0 -102 (102)
Shearwall SW1 south wall 27.33 38.38 12.42 1.00 11.05 1 274 0.00 5.08 0.00 0.00 5.08 0 0 274 274
Shearwall SW1 west wall stair 3 27.33 38.38 9.50 1.00 11.05 1 210 0.00 3.89 0.00 0.00 3.89 0 0 210 210
Wall W1 south wall 27.33 38.38 28.58 1.00 11.05 1 632 0.00 11.70 0.00 0.00 11.70 0 0 632 632
Wall W1 (vent deduct) south wall 6.00 1.00 3.50 2 (84) 0.00 (1.56) 0.00 0.00 (1.56) 0 0 -84 (84)
Shearwall SW1 south wall 27.33 38.38 12.25 1.00 11.05 1 271 0.00 5.01 0.00 0.00 5.01 0 0 271 271
Wall W1 south wall 27.33 38.38 29.42 1.00 11.05 1 650 0.00 12.04 0.00 0.00 12.04 0 0 650 650
Wall W1 (vent deduct) south wall 6.00 1.00 3.50 3 (126) 0.00 (2.33) 0.00 0.00 (2.33) 0 0 -126 (126)
Shearwall SW1 south wall 27.33 38.38 10.00 1.00 11.05 1 221 0.00 4.09 0.00 0.00 4.09 0 0 221 221
Shearwall SW1 west wall stair 4 27.33 36.21 14.67 1.00 8.88 1 261 0.00 4.82 0.00 0.00 4.82 0 0 261 261
Takeoff By: Maracorp/Walsh Estimating Service (570) 223-7880
Page 10 of 26 Three Story Sample Concrete & Rebar Concrete Worksheet 1.0 printed 12/21/2016 9:58 AM
from T.O.F. CONCRETE FINISH
Plan Sheet DESCRIPTION Grid Line Notes: Elev Elev L W H Qty
Slab / Footing Surface
Area
Wall Surface
Area (both sides)
Beam Surface
Area (both sides)
Column Surface Area (all sides)
Slab Concrete Volume
Wall Concrete Volume
Beam Concrete Volume
Column Concrete Volume
Total Concrete Volume
Float Finish
Trowel Finish
Wall / Column Finish Cure
(FT) (FT) (FT) (FT) (FT) (EA) (SF) (SF) (SF) (SF) (CY) (CY) (CY) (CY) (CY) (SF) (SF) (SF) (SF)
INPUT INFORMATION
Wall W1 east wall stair 4 27.33 37.21 5.00 1.00 9.88 1 99 0.00 1.83 0.00 0.00 1.83 0 0 99 99
Wall W1 south wall 27.33 38.38 60.33 1.00 11.05 1 1,333 0.00 24.69 0.00 0.00 24.69 0 0 1,333 1,333
Wall W1 (vent deduct) south wall 6.00 1.00 5.75 4 (276) 0.00 (5.11) 0.00 0.00 (5.11) 0 0 -276 (276)
Shearwall SW1 south wall 27.33 38.38 10.83 1.00 11.05 1 239 0.00 4.43 0.00 0.00 4.43 0 0 239 239
Shearwall SW1 west wall stair 5 27.33 38.38 13.00 1.00 11.05 1 287 0.00 5.32 0.00 0.00 5.32 0 0 287 287
Shearwall SW1 north wall stair 5 27.33 38.38 24.67 1.00 11.05 1 545 0.00 10.10 0.00 0.00 10.10 0 0 545 545
Wall W1 south wall 27.33 38.38 7.25 1.00 11.05 1 160 0.00 2.97 0.00 0.00 2.97 0 0 160 160
Wall W1 south wall 27.33 38.38 30.00 1.00 11.05 1 663 0.00 12.28 0.00 0.00 12.28 0 0 663 663
Wall W1 (vent deduct) south wall 6.00 1.00 6.00 2 (144) 0.00 (2.67) 0.00 0.00 (2.67) 0 0 -144 (144)
Shearwall SW1interior to elevator
27.33 38.38 78.25 1.00 11.05 1 1,729 0.00 32.02 0.00 0.00 32.02 0 0 1,729 1,729
Shearwall SW1 elevator walls 23.40 38.38 53.32 1.00 14.98 1 1,597 0.00 29.58 0.00 0.00 29.58 0 0 1,597 1,597
Shearwall SW1 interior stair 1 27.33 38.38 43.50 1.00 11.05 1 961 0.00 17.80 0.00 0.00 17.80 0 0 961 961
Shearwall SW1 interior 27.33 38.38 35.67 1.00 11.05 2 1,577 0.00 29.20 0.00 0.00 29.20 0 0 1,577 1,577
Shearwall SW1interior to stair
627.33 38.38 62.67 1.00 11.05 1 1,385 0.00 25.65 0.00 0.00 25.65 0 0 1,385 1,385
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 0 16,541 0 0 0.00 312.45 0.00 0.00 312.45 0 0 16,541 16,541
Slabs on Grade
Ground Floor Slab 0.00 0.00 0.42 1 41,968 652.84 0.00 0.00 0.00 652.84 0 41,968 0 41,968
Ground Floor SlabC1 column
deduct3.00 1.50 0.42 59 (266) (4.13) 0.00 0.00 0.00 (4.13) 0 (266) 0 (266)
Ramp Slab sloped 0.00 0.00 0.42 1 1,348 20.97 0.00 0.00 0.00 20.97 0 1,348 0 1,348
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 43,050 0 0 0 669.68 0.00 0.00 0.00 669.68 0 43,050 0 43,050
Takeoff By: Maracorp/Walsh Estimating Service (570) 223-7880
Page 11 of 26 Three Story Sample Concrete & Rebar Concrete Worksheet 1.0 printed 12/21/2016 9:58 AM
from T.O.F. CONCRETE FINISH
Plan Sheet DESCRIPTION Grid Line Notes: Elev Elev L W H Qty
Slab / Footing Surface
Area
Wall Surface
Area (both sides)
Beam Surface
Area (both sides)
Column Surface Area (all sides)
Slab Concrete Volume
Wall Concrete Volume
Beam Concrete Volume
Column Concrete Volume
Total Concrete Volume
Float Finish
Trowel Finish
Wall / Column Finish Cure
(FT) (FT) (FT) (FT) (FT) (EA) (SF) (SF) (SF) (SF) (CY) (CY) (CY) (CY) (CY) (SF) (SF) (SF) (SF)
INPUT INFORMATION
2nd Floor Beams
B21 north stair 4 28.50 1.50 1.84 1 105 0.00 0.00 2.91 0.00 2.91 0 0 105 105
B22 west stair 4 28.25 1.50 2.17 1 123 0.00 0.00 3.41 0.00 3.41 0 0 123 123
B22 east stair 4 27.67 1.50 2.17 1 120 0.00 0.00 3.34 0.00 3.34 0 0 120 120
B23 north stair 3 24.00 1.50 1.77 1 85 0.00 0.00 2.36 0.00 2.36 0 0 85 85
B24 west stair 3 7.33 1.50 1.77 1 26 0.00 0.00 0.72 0.00 0.72 0 0 26 26
B25 30.83 1.50 1.84 1 113 0.00 0.00 3.15 0.00 3.15 0 0 113 113
B25 46.33 1.50 1.84 1 170 0.00 0.00 4.74 0.00 4.74 0 0 170 170
B26 stair 4 7.17 1.50 1.17 1 17 0.00 0.00 0.47 0.00 0.47 0 0 17 17
B26 stair 1 7.67 1.50 1.17 1 18 0.00 0.00 0.50 0.00 0.50 0 0 18 18
B26 stair 1 11.25 1.50 1.17 1 26 0.00 0.00 0.73 0.00 0.73 0 0 26 26
B27 ramp top 22.33 3.00 2.17 1 97 0.00 0.00 5.38 0.00 5.38 0 0 97 97
Beam at 8" slab 34.58 1.50 2.66 2 368 0.00 0.00 10.22 0.00 10.22 0 0 184 184
Beam at 8" slab 33.58 1.50 2.66 1 179 0.00 0.00 4.96 0.00 4.96 0 0 179 179
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 0 0 1,447 0 0.00 0.00 42.89 0.00 42.89 0 0 1,263 1,263
2nd Floor Structural Slab
8" Structural Slab 0.00 0.00 0.67 1 1,983 49.21 0.00 0.00 0.00 49.21 0 1,983 0 1,983
10" structural Slab two-way slab 0.00 0.00 0.83 1 39,740 1,221.64 0.00 0.00 0.00 1,221.64 0 39,740 0 39,740
10" structural Slab one-way slab 0.00 0.00 0.83 1 647 19.89 0.00 0.00 0.00 19.89 0 647 0 647
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 42,370 0 0 0 1,290.74 0.00 0.00 0.00 1,290.74 0 42,370 0 42,370
2nd Floor Columns
C1 Columns (perimeter) 39.21 48.50 3.00 1.50 9.29 8 669 0.00 0.00 0.00 12.39 12.39 0 0 669 669
C1 Columns (interior) 39.21 48.50 3.00 1.50 9.29 59 3,289 0.00 0.00 0.00 91.35 91.35 0 0 3,289 3,289
C2 columns (perimeter) 39.21 48.50 2.00 1.00 9.29 17 632 0.00 0.00 0.00 11.70 11.70 0 0 632 632
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 0 0 0 4,590 0.00 0.00 0.00 115.44 115.44 0 0 4,590 4,590
Takeoff By: Maracorp/Walsh Estimating Service (570) 223-7880
Page 12 of 26 Three Story Sample Concrete & Rebar Concrete Worksheet 1.0 printed 12/21/2016 9:58 AM
from T.O.F. CONCRETE FINISH
Plan Sheet DESCRIPTION Grid Line Notes: Elev Elev L W H Qty
Slab / Footing Surface
Area
Wall Surface
Area (both sides)
Beam Surface
Area (both sides)
Column Surface Area (all sides)
Slab Concrete Volume
Wall Concrete Volume
Beam Concrete Volume
Column Concrete Volume
Total Concrete Volume
Float Finish
Trowel Finish
Wall / Column Finish Cure
(FT) (FT) (FT) (FT) (FT) (EA) (SF) (SF) (SF) (SF) (CY) (CY) (CY) (CY) (CY) (SF) (SF) (SF) (SF)
INPUT INFORMATION
2nd Floor Walls
Shearwall SW1 west wall 39.21 48.50 137.00 1.00 9.29 1 2,545 0.00 47.14 0.00 0.00 47.14 0 0 2,545 2,545
Shearwall SW1 (vent deduct) west wall 6.00 1.00 6.00 7 (504) 0.00 (9.33) 0.00 0.00 (9.33) 0 0 -504 (504)
Wall W1 south wall 39.21 48.50 35.58 1.00 9.29 1 661 0.00 12.24 0.00 0.00 12.24 0 0 661 661
Wall W1 (vent deduct) south wall 6.00 1.00 5.00 2 (120) 0.00 (2.22) 0.00 0.00 (2.22) 0 0 -120 (120)
Shearwall SW1 west wall stair 2 39.21 48.50 13.83 1.00 9.29 1 257 0.00 4.76 0.00 0.00 4.76 0 0 257 257
Shearwall SW1 north wall stair 2 39.21 48.50 17.50 1.00 9.29 1 325 0.00 6.02 0.00 0.00 6.02 0 0 325 325
Shearwall SW1 east wall stair 2 39.21 48.50 12.83 1.00 9.29 1 238 0.00 4.41 0.00 0.00 4.41 0 0 238 238
Shearwall SW1 south wall 39.21 48.50 12.33 1.00 9.29 1 229 0.00 4.24 0.00 0.00 4.24 0 0 229 229
Wall W1 south wall 39.21 48.50 15.83 1.00 9.29 1 294 0.00 5.45 0.00 0.00 5.45 0 0 294 294
Wall W1 (vent deduct) south wall 6.00 1.00 4.25 2 (102) 0.00 (1.89) 0.00 0.00 (1.89) 0 0 -102 (102)
Shearwall SW1 south wall 39.21 48.50 12.42 1.00 9.29 1 231 0.00 4.27 0.00 0.00 4.27 0 0 231 231
Shearwall SW1 west wall stair 3 39.21 48.50 9.25 1.00 9.29 1 172 0.00 3.18 0.00 0.00 3.18 0 0 172 172
Wall W1 south wall 39.21 48.50 28.58 1.00 9.29 1 531 0.00 9.83 0.00 0.00 9.83 0 0 531 531
Wall W1 (vent deduct) south wall 6.00 1.00 3.50 2 (84) 0.00 (1.56) 0.00 0.00 (1.56) 0 0 -84 (84)
Shearwall SW1 south wall 39.21 48.50 12.25 1.00 9.29 1 228 0.00 4.21 0.00 0.00 4.21 0 0 228 228
Wall W1 south wall 39.21 48.50 29.42 1.00 9.29 1 547 0.00 10.12 0.00 0.00 10.12 0 0 547 547
Wall W1 (vent deduct) south wall 6.00 1.00 3.50 3 (126) 0.00 (2.33) 0.00 0.00 (2.33) 0 0 -126 (126)
Shearwall SW1 south wall 39.21 48.50 10.00 1.00 9.29 1 186 0.00 3.44 0.00 0.00 3.44 0 0 186 186
Shearwall SW1 west wall stair 4 39.21 48.50 14.50 1.00 9.29 1 269 0.00 4.99 0.00 0.00 4.99 0 0 269 269
Wall W1 south wall 39.21 48.50 53.83 1.00 9.29 1 1,000 0.00 18.52 0.00 0.00 18.52 0 0 1,000 1,000
Wall W1 (vent deduct) south wall 6.00 1.00 5.75 4 (276) 0.00 (5.11) 0.00 0.00 (5.11) 0 0 -276 (276)
Shearwall SW1 south wall 39.21 48.50 11.00 1.00 9.29 1 204 0.00 3.78 0.00 0.00 3.78 0 0 204 204
Shearwall SW1 west wall stair 5 39.21 48.50 13.00 1.00 9.29 1 242 0.00 4.47 0.00 0.00 4.47 0 0 242 242
Shearwall SW1 north wall stair 5 39.21 48.50 14.17 1.00 9.29 1 263 0.00 4.88 0.00 0.00 4.88 0 0 263 263
Wall W1 south wall 39.21 48.50 7.25 1.00 9.29 1 135 0.00 2.49 0.00 0.00 2.49 0 0 135 135
Wall W1 south wall 39.21 48.50 30.00 1.00 9.29 1 557 0.00 10.32 0.00 0.00 10.32 0 0 557 557
Wall W1 (vent deduct) east wall 6.00 1.00 6.00 2 144 0.00 2.67 0.00 0.00 2.67 0 0 144 144
Shearwall SW1interior to elevator
39.21 48.50 78.00 1.00 9.29 1 1,449 0.00 26.84 0.00 0.00 26.84 0 0 1,449 1,449
Shearwall SW1 elevator walls 39.21 48.50 55.66 1.00 9.29 1 1,034 0.00 19.15 0.00 0.00 19.15 0 0 1,034 1,034
Shearwall SW1 interior stair 1 39.21 48.50 41.75 1.00 9.29 1 776 0.00 14.37 0.00 0.00 14.37 0 0 776 776
Shearwall SW1 interior 39.21 48.50 35.67 1.00 9.29 2 1,325 0.00 24.55 0.00 0.00 24.55 0 0 1,325 1,325
Shearwall SW1interior to stair
639.21 48.50 64.00 1.00 9.29 1 1,189 0.00 22.02 0.00 0.00 22.02 0 0 1,189 1,189
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 0 13,819 0 0 0.00 255.92 0.00 0.00 255.92 0 0 13,819 13,819
Takeoff By: Maracorp/Walsh Estimating Service (570) 223-7880
Page 13 of 26 Three Story Sample Concrete & Rebar Concrete Worksheet 1.0 printed 12/21/2016 9:58 AM
from T.O.F. CONCRETE FINISH
Plan Sheet DESCRIPTION Grid Line Notes: Elev Elev L W H Qty
Slab / Footing Surface
Area
Wall Surface
Area (both sides)
Beam Surface
Area (both sides)
Column Surface Area (all sides)
Slab Concrete Volume
Wall Concrete Volume
Beam Concrete Volume
Column Concrete Volume
Total Concrete Volume
Float Finish
Trowel Finish
Wall / Column Finish Cure
(FT) (FT) (FT) (FT) (FT) (EA) (SF) (SF) (SF) (SF) (CY) (CY) (CY) (CY) (CY) (SF) (SF) (SF) (SF)
INPUT INFORMATION
3rd Floor Beams
B31 28.67 2.25 1.67 1 96 0.00 0.00 3.99 0.00 3.99 0 0 96 96
B32 27.67 1.50 1.67 1 92 0.00 0.00 2.57 0.00 2.57 0 0 92 92
B32 38.17 1.50 1.67 1 127 0.00 0.00 3.54 0.00 3.54 0 0 127 127
B33 7.50 1.00 0.67 1 10 0.00 0.00 0.19 0.00 0.19 0 0 10 10
B34 24.00 1.50 1.67 1 80 0.00 0.00 2.23 0.00 2.23 0 0 80 80
B35 8.00 1.50 1.67 1 27 0.00 0.00 0.74 0.00 0.74 0 0 27 27
B36 31.00 1.50 1.67 1 104 0.00 0.00 2.88 0.00 2.88 0 0 104 104
B36 45.50 1.50 1.67 1 152 0.00 0.00 4.22 0.00 4.22 0 0 152 152
B37 33.50 1.50 2.17 1 145 0.00 0.00 4.04 0.00 4.04 0 0 145 145
B37 34.50 1.50 2.17 2 299 0.00 0.00 8.32 0.00 8.32 0 0 150 150
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 0 0 1,132 0 0.00 0.00 32.72 0.00 32.72 0 0 983 983
3rd Floor Slab
3rd Floor Slab one way slab 49.82 0.00 0.00 1.33 1 925 45.56 0.00 0.00 0.00 45.56 0 925 0 925
3rd Floor Slab two way slab 49.82 0.00 0.00 1.33 1 35,700 1,758.56 0.00 0.00 0.00 1,758.56 0 35,700 0 35,700
3rd Floor Slab two way slab 49.49 0.00 0.00 1.33 1 7,300 359.59 0.00 0.00 0.00 359.59 0 7,300 0 7,300
0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Subtotals 43,925 0 0 0 2,163.71 0.00 0.00 0.00 2,163.71 0 43,925 0 43,925
.................................................. ........................ ................... .................. ................ ............ .......... .......... ........ .................... ................... ................... ................... ................ ................ ................ ................ .................. ................ .................... .................. ....................
Totals 133,627.15 30,360.00 8,537.00 12,903.00 4,944.82 568.37 233.70 260.52 6,007.41 4,284.00 129,345.00 45,509.00 179,138.00
Takeoff By: Maracorp/Walsh Estimating Service (570) 223-7880
Page 0 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
Three Story Sample
14-16 West Any Street
Hometown, New Jersey
Prepared: 10/5/2016
Walsh Estimating Job No. 216000
Pile Caps / Column Footing
PC-2 (perimeter) 21.16 24.33 7.00 3.50 3.17 1.00 No. 9 14'' Bottom Length 2.0'' 2.0'' 2.0'' 6.67 3.25 3.17 0.59 2.84 0.53 4 1 9.92 0 1 3.76 0 0 3.37 No. 9 39.68 134.92
PC-2 (perimeter) 21.16 24.33 7.00 3.50 3.17 1.00 No. 5 18'' Bottom Width 2.0'' 2.0'' 2.0'' 6.67 0.69 3.17 1.33 2.84 0.30 0 1 7.36 5 1 4.50 0 0 3.14 No. 5 22.50 23.47
PC-3 (perimeter) 21.00 24.33 7.00 2.25 3.33 41.00 No. 9 12'' Bottom Length 2.0'' 2.0'' 2.0'' 6.67 3.25 1.92 0.36 3.00 0.56 3 1 9.92 0 1 2.28 0 0 3.56 No. 9 1,220.16 4148.79
PC-3 (perimeter) diagonals 21.00 24.33 7.00 2.25 3.33 82.00 No. 9 12'' Bottom Length 2.0'' 2.0'' 2.0'' 6.67 3.25 1.92 0.36 3.00 0.56 3 1 9.92 0 1 2.28 0 0 3.56 No. 9 2,440.32 8297.58
PC-3 (interior) 24.00 27.33 7.00 2.25 3.33 27.00 No. 9 12'' Bottom Length 2.0'' 2.0'' 2.0'' 6.67 3.25 1.92 0.36 3.00 0.56 3 1 9.92 0 1 2.28 0 0 3.56 No. 9 803.52 2732.13
PC-3 (interior) diagonals 24.00 27.33 7.00 2.25 3.33 54.00 No. 9 12'' Bottom Length 2.0'' 2.0'' 2.0'' 6.67 3.25 1.92 0.36 3.00 0.56 3 1 9.92 0 1 2.28 0 0 3.56 No. 9 1,607.04 5464.26
PC-3 (below grade beam) 21.00 24.33 7.00 2.25 3.33 2.00 No. 9 12'' Bottom Length 2.0'' 2.0'' 2.0'' 6.67 3.25 1.92 0.36 3.00 0.56 3 1 9.92 0 1 2.28 0 0 3.56 No. 9 59.52 202.38
PC-3 (below grade beam) diagonals 21.00 24.33 7.00 2.25 3.33 4.00 No. 9 12'' Bottom Length 2.0'' 2.0'' 2.0'' 6.67 3.25 1.92 0.36 3.00 0.56 3 1 9.92 0 1 2.28 0 0 3.56 No. 9 119.04 404.76
PC-4 (perimeter) 21.00 24.33 7.00 7.00 3.33 1.00 No. 8 9'' Bottom Each Way 2.0'' 2.0'' 2.0'' 6.67 3.11 6.67 3.11 3.00 0.50 10 1 9.78 10 1 9.78 0 0 3.50 No. 8 195.60 522.25
PC-4 (interior) 24.00 27.33 7.00 7.00 3.33 34.00 No. 8 9'' Bottom Each Way 2.0'' 2.0'' 2.0'' 6.67 3.11 6.67 3.11 3.00 0.50 10 1 9.78 10 1 9.78 0 0 3.50 No. 8 6,650.40 17756.57
PC-5 (perimeter) 21.00 24.33 8.50 8.50 3.33 1.00 No. 9 12'' Bottom Each Way 2.0'' 2.0'' 2.0'' 8.17 3.53 8.17 3.53 3.00 0.56 9 1 11.70 9 1 11.70 0 0 3.56 No. 9 210.60 716.08
PC-6 (perimeter) 20.50 24.33 10.50 7.00 3.83 4.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 10.17 3.70 6.67 1.11 3.50 0.58 12 1 13.87 0 1 7.78 0 0 4.08 No. 8 665.76 1777.58
PC-6 (perimeter) 20.50 24.33 10.50 7.00 3.83 4.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 10.17 1.70 6.67 3.11 3.50 0.58 0 1 11.87 12 1 9.78 0 0 4.08 No. 8 469.44 1253.40
PC-6 (interior) 23.50 27.33 10.50 7.00 3.83 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 10.17 3.70 6.67 1.11 3.50 0.58 12 1 13.87 0 1 7.78 0 0 4.08 No. 8 166.44 444.39
PC-6 (interior) 23.50 27.33 10.50 7.00 3.83 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 10.17 1.70 6.67 3.11 3.50 0.58 0 1 11.87 12 1 9.78 0 0 4.08 No. 8 117.36 313.35
PC-6 (below grade beam) 20.50 24.33 10.50 7.00 3.83 2.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 10.17 3.70 6.67 1.11 3.50 0.58 12 1 13.87 0 1 7.78 0 0 4.08 No. 8 332.88 888.79
PC-6 (below grade beam) 20.50 24.33 10.50 7.00 3.83 2.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 10.17 1.70 6.67 3.11 3.50 0.58 0 1 11.87 12 1 9.78 0 0 4.08 No. 8 234.72 626.70
Elevator Pile Capbars and spacing
assumed20.07 23.4 22.17 11.33 3.33 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 21.84 3.64 11.00 1.83 3.00 0.50 18 1 25.48 0 1 12.83 0 0 3.50 No. 8 458.64 1224.57
Elevator Pile Capbars and spacing
assumed20.07 23.4 22.17 11.33 3.33 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 21.84 3.64 11.00 1.83 3.00 0.50 0 1 25.48 25 1 12.83 0 0 3.50 No. 8 320.75 856.40
Stair #1 Pile Capbars and spacing
assumed24.00 27.33 22.08 12.17 3.33 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 21.75 3.63 11.84 1.97 3.00 0.50 19 1 25.38 0 1 13.81 0 0 3.50 No. 8 482.22 1287.53
Stair #1 Pile Capbars and spacing
assumed24.00 27.33 22.08 12.17 3.33 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 21.75 3.63 11.84 1.97 3.00 0.50 0 1 25.38 25 1 13.81 0 0 3.50 No. 8 345.25 921.82
Stair #2 Pile Capbars and spacing
assumed24.00 27.33 22.00 15.50 3.33 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 21.67 3.61 15.17 2.53 3.00 0.50 24 1 25.28 0 1 17.70 0 0 3.50 No. 8 606.72 1619.94
Stair #2 Pile Capbars and spacing
assumed24.00 27.33 22.00 15.50 3.33 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 21.67 3.61 15.17 2.53 3.00 0.50 0 1 25.28 25 1 17.70 0 0 3.50 No. 8 442.50 1181.48
Stair #3 Pile Capbars and spacing
assumed24.00 27.33 25.08 12.58 3.33 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 24.75 4.13 12.25 2.04 3.00 0.50 20 1 28.88 0 1 14.29 0 0 3.50 No. 8 577.60 1542.19
Stair #3 Pile Capbars and spacing
assumed24.00 27.33 25.08 12.58 3.33 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 24.75 4.13 12.25 2.04 3.00 0.50 0 1 28.88 28 1 14.29 0 0 3.50 No. 8 400.12 1068.32
Stair #4 Pile Capbars and spacing
assumed24.00 27.33 22.08 8.58 3.33 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 21.75 3.63 8.25 1.38 3.00 0.50 14 1 25.38 0 1 9.63 0 0 3.50 No. 8 355.32 948.70
Stair #4 Pile Capbars and spacing
assumed24.00 27.33 22.08 8.58 3.33 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 21.75 3.63 8.25 1.38 3.00 0.50 0 1 25.38 25 1 9.63 0 0 3.50 No. 8 240.75 642.80
Stair #5 Pile Capbars and spacing
assumed24.00 27.33 28.17 15.58 3.33 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 27.84 4.64 15.25 2.54 3.00 0.50 24 1 32.48 0 1 17.79 0 0 3.50 No. 8 779.52 2081.32
Stair #5 Pile Capbars and spacing
assumed24.00 27.33 28.17 15.58 3.33 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 27.84 4.64 15.25 2.54 3.00 0.50 0 1 32.48 31 1 17.79 0 0 3.50 No. 8 551.49 1472.48
This takeoff has been prepared by Walsh Estimating Service, a division of Maracorp International:
Although we have been careful to assure that all items are correct, we make no guarantee beyond the cost of our work. The contractor has the final responsibility for completeness and accuracy in the preparation of his bid.
By acceptance of this takeoff, the purchaser agrees to the following statement:
"I do hereby release and hold harmless Walsh Estimating Service, Maracorp International, Ed Walsh, and his employees from any and all errors and omissions beyond the invoiced value of services rendered."
Takeoff By: Walsh Estimating (570) 223-7880
Page 1 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
Stair #6 Pile Capbars and spacing
assumed24.00 27.33 22.00 9.42 3.33 1.00 No. 8 8'' Bottom Length 2.0'' 2.0'' 2.0'' 21.67 3.61 9.09 1.52 3.00 0.50 15 1 25.28 0 1 10.61 0 0 3.50 No. 8 379.20 1012.46
Stair #6 Pile Capbars and spacing
assumed24.00 27.33 22.00 9.42 3.33 1.00 No. 8 11'' Bottom Width 2.0'' 2.0'' 2.0'' 21.67 3.61 9.09 1.52 3.00 0.50 0 1 25.28 25 1 10.61 0 0 3.50 No. 8 265.25 708.22
0.00 0.00 0.00 0.00 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 21,560 62,275.63
Grade Beams
GB-1 24.33 27.33 420.17 1.33 3.00 1 No. 8 8''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 419.84 69.97 1.00 0.17 2.67 0.45 3 2 489.81 0 2 1.17 0 0 3.12 No. 8 2,938.86 7846.76
GB-1 additional 24.33 27.33 420.17 1.33 3.00 1 No. 8 12''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 419.84 69.97 1.00 0.17 2.67 0.45 2 2 489.81 0 2 1.17 0 0 3.12 No. 8 1,959.24 5231.17
GB-1 24.33 27.33 420.17 1.33 3.00 1 No. 4 12'' Front Face Vertical 2.0'' 2.0'' 2.0'' 419.84 34.99 1.00 0.08 2.67 5.89 0 1 454.83 0 0 1.08 421 1 8.56 No. 4 3,603.76 2404.79
GB-1 F4/S-1 at ramp 24.33 31.66 22.33 1.33 7.33 1 No. 8 8''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 22.00 3.67 1.00 0.17 7.00 1.17 3 2 25.67 0 2 1.17 0 0 8.17 No. 8 154.02 411.23
GB-1 additional 24.33 31.66 22.33 1.33 7.33 1 No. 8 12''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 22.00 3.67 1.00 0.17 7.00 1.17 2 2 25.67 0 2 1.17 0 0 8.17 No. 8 102.68 274.16
GB-1 24.33 31.66 22.33 1.33 7.33 1 No. 4 12'' Front Face Vertical 2.0'' 2.0'' 2.0'' 22.00 1.83 1.00 0.08 7.00 10.58 0 1 23.83 0 0 1.08 23 1 17.58 No. 4 404.34 269.82
GB-2 24.33 27.33 110.67 1.00 3.00 1 No. 8 6''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 110.34 18.39 0.67 0.11 2.67 0.45 3 2 128.73 0 2 0.78 0 0 3.12 No. 8 772.38 2062.25
GB-2 24.33 27.33 110.67 1.00 3.00 1 No. 4 12'' Front Face Vertical 2.0'' 2.0'' 2.0'' 110.34 9.20 0.67 0.06 2.67 5.23 0 1 119.54 0 0 0.73 111 1 7.90 No. 4 876.90 585.16
GB-3 24.33 27.33 251.00 1.67 3.00 1 No. 8 12''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 250.67 41.78 1.34 0.22 2.67 0.45 3 2 292.45 0 2 1.56 0 0 3.12 No. 8 1,754.70 4685.05
GB-3 additional 24.33 27.33 251.00 1.67 3.00 1 No. 8 14''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 250.67 41.78 1.34 0.22 2.67 0.45 2 2 292.45 0 2 1.56 0 0 3.12 No. 8 1,169.80 3123.37
GB-3 24.33 27.33 251.00 1.67 3.00 1 No. 4 12'' Front Face Vertical 2.0'' 2.0'' 2.0'' 250.67 20.89 1.34 0.11 2.67 6.57 0 1 271.56 0 0 1.45 252 1 9.24 No. 4 2,328.48 1553.79
GB-4 24.33 27.33 156.67 1.67 3.00 1 No. 8 12''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 156.34 26.06 1.34 0.22 2.67 0.45 3 2 182.40 0 2 1.56 0 0 3.12 No. 8 1,094.40 2922.05
GB-4 24.33 27.33 156.67 1.67 3.00 1 No. 8 14''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 156.34 26.06 1.34 0.22 2.67 0.45 2 2 182.40 0 2 1.56 0 0 3.12 No. 8 729.60 1948.03
GB-4 24.33 27.33 156.67 1.67 3.00 1 No. 4 12'' Front Face Vertical 2.0'' 2.0'' 2.0'' 156.34 13.03 1.34 0.11 2.67 6.57 0 1 169.37 0 0 1.45 157 1 9.24 No. 4 1,450.68 968.04
0.00 0.00 0.00 0 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 19,340 34,285.67
Ground Floor Columns
C1 Columns (perimeter) 24.33 38.38 3.00 1.50 14.05 8.00 No. 7 6''Front and
RearVertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 14.05 6.05 0 2 3.06 0 0 1.34 6 2 20.10 No. 7 1,929.60 3944.30
C1 Columns (perimeter) 24.33 38.38 3.00 1.50 14.05 8.00 No. 7 36'' Ends Vertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 14.05 6.05 0 0 3.06 0 0 1.34 1 2 20.10 No. 7 321.60 657.38
C1 Columns (perimeter) ties 24.33 38.38 3.00 1.50 14.05 8.00 No. 3 12'' Front Face Horizontal 2.0'' 2.0'' 2.0'' 2.67 6.18 1.17 0.07 13.72 0.86 15 1 8.85 0 0 1.24 0 1 14.58 No. 3 1,062.00 398.57
C1 Columns (perimeter) ties 24.33 38.38 3.00 1.50 14.05 8.00 No. 3 10'' Front Face Width 2.0'' 2.0'' 2.0'' 2.67 0.17 1.17 1.07 13.72 0.86 0 1 2.84 4 15 2.24 0 1 14.58 No. 3 1,075.20 403.52
C1 Columns (perimeter) ties 24.33 38.38 3.00 1.50 14.05 8.00 No. 3 36'' Front Face Length 2.0'' 2.0'' 2.0'' 2.67 1.17 1.17 0.07 13.72 0.86 1 15 3.84 0 17 1.24 0 1 14.58 No. 3 460.80 172.94
C1 Columns (interior) 27.33 38.38 3.00 1.50 11.05 59.00 No. 7 6''Front and
RearVertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 11.05 5.61 0 2 3.06 0 0 1.34 6 2 16.66 No. 7 11,795.28 24110.73
C1 Columns (interior) 27.33 38.38 3.00 1.50 11.05 59.00 No. 7 36'' Ends Vertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 11.05 5.61 0 0 3.06 0 0 1.34 1 2 16.66 No. 7 1,965.88 4018.46
C1 Columns (interior) ties 27.33 38.38 3.00 1.50 11.05 59.00 No. 3 12'' Front Face Horizontal 2.0'' 2.0'' 2.0'' 2.67 6.18 1.17 0.07 10.72 0.67 12 1 8.85 0 0 1.24 0 1 11.39 No. 3 6,265.80 2351.55
C1 Columns (interior) ties 27.33 38.38 3.00 1.50 11.05 59.00 No. 3 10'' Front Face Width 2.0'' 2.0'' 2.0'' 2.67 0.17 1.17 1.07 10.72 0.67 0 1 2.84 4 12 2.24 0 1 11.39 No. 3 6,343.68 2380.78
C1 Columns (interior) ties 27.33 38.38 3.00 1.50 11.05 59.00 No. 3 36'' Front Face Length 2.0'' 2.0'' 2.0'' 2.67 1.17 1.17 0.07 10.72 0.67 1 12 3.84 0 14 1.24 0 1 11.39 No. 3 2,718.72 1020.34
C2 columns (perimeter) 24.33 38.38 2.00 1.00 14.05 17.00 No. 6 8''Front and
RearVertical 2.0'' 0.0'' 0.0'' 1.67 0.21 0.67 0.08 14.05 5.76 0 2 1.88 0 0 0.75 4 2 19.81 No. 6 2,694.16 4046.36
C2 columns (perimeter) 24.33 38.38 2.00 1.00 14.05 17.00 No. 6 36'' Ends Vertical 2.0'' 0.0'' 0.0'' 1.67 0.21 0.67 0.08 14.05 5.76 0 0 1.88 0 0 0.75 1 2 19.81 No. 6 673.54 1011.59
C2 columns (perimeter) 24.33 38.38 2.00 1.00 14.05 17.00 No. 3 12'' Front Face Horizontal 2.0'' 2.0'' 2.0'' 1.67 4.11 0.67 0.04 13.72 0.86 15 1 5.78 0 0 0.71 0 1 14.58 No. 3 1,473.90 553.15
0.00 0.00 0.00 0.00 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 38,780 45,069.67
Takeoff By: Walsh Estimating (570) 223-7880
Page 2 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
Walls
Shearwall SW1 west wall 27.33 38.38 138.00 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 137.83 14.36 0.83 0.09 11.05 6.65 12 2 152.19 139 0 0.92 139 2 17.70 No. 5 8,573.16 8941.81
Shearwall SW1 west wall ties 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Wall W1 south wall 27.33 38.38 34.50 1.00 11.05 1.00 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 34.33 3.58 0.83 0.09 11.05 6.65 0 2 37.91 0 0 0.92 35 2 17.70 No. 5 1,239.00 1292.28
Wall W1 south wall 27.33 38.38 34.50 1.00 11.05 1.00 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 34.33 2.86 0.83 0.07 10.88 0.91 12 2 37.19 0 0 0.90 0 2 11.79 No. 4 892.56 595.61
Shearwall SW1 west wall stair 2 27.33 38.38 13.83 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 13.66 1.42 0.83 0.09 11.05 6.65 12 2 15.08 15 0 0.92 15 2 17.70 No. 5 892.92 931.32
Shearwall SW1 west wall stair 2 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Shearwall SW1 north wall stair 2 27.33 38.38 17.50 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 17.33 1.81 0.83 0.09 11.05 6.65 12 2 19.14 18 0 0.92 18 2 17.70 No. 5 1,096.56 1143.71
Shearwall SW1 north wall stair 2 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Shearwall SW1 east wall stair 2 27.33 38.38 13.08 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.91 1.34 0.83 0.09 11.05 6.65 12 2 14.25 14 0 0.92 14 2 17.70 No. 5 837.60 873.62
Shearwall SW1 east wall stair 2 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Shearwall SW1 south wall 27.33 38.38 12.33 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.16 1.27 0.83 0.09 11.05 6.65 12 2 13.43 13 0 0.92 13 2 17.70 No. 5 782.52 816.17
Shearwall SW1 south wall 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Wall W1 south wall 27.33 38.38 28.25 1.00 11.05 1.00 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 28.08 2.93 0.83 0.09 11.05 6.65 0 2 31.01 0 0 0.92 29 2 17.70 No. 5 1,026.60 1070.74
Wall W1 south wall 27.33 38.38 28.25 1.00 11.05 1.00 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 28.08 2.34 0.83 0.07 10.88 0.91 12 2 30.42 0 0 0.90 0 2 11.79 No. 4 730.08 487.18
Shearwall SW1 west wall stair 3 27.33 38.38 9.50 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 9.33 0.97 0.83 0.09 11.05 6.65 12 2 10.30 10 0 0.92 10 2 17.70 No. 5 601.20 627.05
Shearwall SW1 west wall stair 3 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Wall W1 south wall 27.33 38.38 28.58 1.00 11.05 1.00 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 28.41 2.96 0.83 0.09 11.05 6.65 0 2 31.37 0 0 0.92 29 2 17.70 No. 5 1,026.60 1070.74
Wall W1 south wall 27.33 38.38 28.58 1.00 11.05 1.00 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 28.41 2.37 0.83 0.07 10.88 0.91 12 2 30.78 0 0 0.90 0 2 11.79 No. 4 738.72 492.95
Shearwall SW1 south wall 27.33 38.38 12.25 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.08 1.26 0.83 0.09 11.05 6.65 12 2 13.34 13 0 0.92 13 2 17.70 No. 5 780.36 813.92
Shearwall SW1 south wall 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Wall W1 south wall 27.33 38.38 29.42 1.00 11.05 1.00 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 29.25 3.05 0.83 0.09 11.05 6.65 0 2 32.30 0 0 0.92 30 2 17.70 No. 5 1,062.00 1107.67
Wall W1 south wall 27.33 38.38 29.42 1.00 11.05 1.00 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 29.25 2.44 0.83 0.07 10.88 0.91 12 2 31.69 0 0 0.90 0 2 11.79 No. 4 760.56 507.52
Shearwall SW1 south wall 27.33 38.38 10.00 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 9.83 1.02 0.83 0.09 11.05 6.65 12 2 10.85 11 0 0.92 11 2 17.70 No. 5 649.80 677.74
Shearwall SW1 south wall 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Shearwall SW1 west wall stair 4 27.33 38.38 14.67 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 14.50 1.51 0.83 0.09 11.05 6.65 12 2 16.01 16 0 0.92 16 2 17.70 No. 5 950.64 991.52
Shearwall SW1 south wall stair 4 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Wall W1 east wall stair 4 27.33 38.38 5.00 1.00 11.05 1.00 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 4.83 0.50 0.83 0.09 11.05 6.65 0 2 5.33 0 0 0.92 6 2 17.70 No. 5 212.40 221.53
Wall W1 east wall stair 4 27.33 38.38 5.00 1.00 11.05 1.00 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 4.83 0.40 0.83 0.07 10.88 0.91 12 2 5.23 0 0 0.90 0 2 11.79 No. 4 125.52 83.76
Wall W1 south wall 27.33 38.38 60.33 1.00 11.05 1.00 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 60.16 6.27 0.83 0.09 11.05 6.65 0 2 66.43 0 0 0.92 61 2 17.70 No. 5 2,159.40 2252.25
Wall W1 south wall 27.33 38.38 60.33 1.00 11.05 1.00 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 60.16 5.01 0.83 0.07 10.88 0.91 12 2 65.17 0 0 0.90 0 2 11.79 No. 4 1,564.08 1043.71
Shearwall SW1 south wall 27.33 38.38 10.83 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 10.66 1.11 0.83 0.09 11.05 6.65 12 2 11.77 12 0 0.92 12 2 17.70 No. 5 707.28 737.69
Shearwall SW1 south wall 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Shearwall SW1 west wall stair 5 27.33 38.38 13.00 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.83 1.34 0.83 0.09 11.05 6.65 12 2 14.17 14 0 0.92 14 2 17.70 No. 5 835.68 871.61
Shearwall SW1 west wall stair 5 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Shearwall SW1 north wall stair 5 27.33 38.38 24.67 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 24.50 2.55 0.83 0.09 11.05 6.65 12 2 27.05 26 0 0.92 26 2 17.70 No. 5 1,569.60 1637.09
Shearwall SW1 north wall stair 5 27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Wall W1 south wall 27.33 38.38 30.00 1.00 11.05 1.00 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 29.83 3.11 0.83 0.09 11.05 6.65 0 2 32.94 0 0 0.92 31 2 17.70 No. 5 1,097.40 1144.59
Wall W1 south wall 27.33 38.38 30.00 1.00 11.05 1.00 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 29.83 2.49 0.83 0.07 10.88 0.91 12 2 32.32 0 0 0.90 0 2 11.79 No. 4 775.68 517.61
Shearwall SW1interior to elevator
27.33 38.38 78.25 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 78.08 8.13 0.83 0.09 11.05 6.65 12 2 86.21 79 0 0.92 79 2 17.70 No. 5 4,865.64 5074.86
Shearwall SW1interior to elevator
27.33 38.38 0.67 1.00 11.05 2.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 89.04 92.87
Shearwall SW1elevator
walls23.40 38.38 53.32 1.00 14.98 1.00 No. 5 12''
Front and Rear
Each Way 1.0'' 0.0'' 0.0'' 53.15 5.54 0.83 0.09 14.98 7.06 16 2 58.69 54 0 0.92 54 2 22.04 No. 5 4,258.40 4441.51
Takeoff By: Walsh Estimating (570) 223-7880
Page 3 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
Shearwall SW1elevator
walls27.33 38.38 0.67 1.00 11.05 8.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 356.16 371.47
Shearwall SW1 interior stair 1 27.33 38.38 43.49 1.00 11.05 1.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 43.32 4.51 0.83 0.09 11.05 6.65 12 2 47.83 44 0 0.92 44 2 17.70 No. 5 2,705.52 2821.86
Shearwall SW1 interior stair 1 27.33 38.38 0.67 1.00 11.05 8.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 356.16 371.47
Shearwall SW1 interior 27.33 38.38 35.67 1.00 11.05 2.00 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 35.50 3.70 0.83 0.09 11.05 6.65 12 2 39.20 37 0 0.92 37 2 17.70 No. 5 4,501.20 4694.75
Shearwall SW1 interior 27.33 38.38 0.67 1.00 11.05 4.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 178.08 185.74
Shearwall SW1interior to
stair 637.33 38.38 62.67 1.00 11.05 1.00 No. 5 12''
Front and Rear
Each Way 1.0'' 0.0'' 0.0'' 62.50 6.51 0.83 0.09 11.05 6.65 12 2 69.01 64 0 0.92 64 2 17.70 No. 5 3,921.84 4090.48
Shearwall SW1interior to
stair 627.33 38.38 0.67 1.00 11.05 4.00 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 10.88 1.13 12 1 3.71 0 0 0.92 0 1 12.01 No. 5 178.08 185.74
0.00 0.00 0.00 0.00 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 54,167 54,396.58
Slabs on Grade
Slab on Grade 339.00 123.80 0.42 1.00 No. 4 16'' Bottom Each Way 1.0'' 1.0'' 1.0'' 338.83 30.24 123.63 12.30 0.25 0.02 94 1 369.07 255 1 135.93 0 0 0.27 No. 4 69,354.73 46280.41
Ramp Slab 59.83 22.75 0.42 1.00 No. 4 16'' Bottom Each Way 1.0'' 1.0'' 1.0'' 59.66 6.97 22.58 3.88 0.25 0.02 18 1 66.63 46 1 26.46 0 0 0.27 No. 4 2,416.50 1612.53
0.00 0.00 0.00 0.00 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 71,771 47,892.94
2nd Floor Beams Epoxy
B21 north stair 4 28.50 1.50 2.67 1 No. 9 8'' Top Length 2.0'' 2.0'' 2.0'' 28.17 9.28 1.17 0.22 2.34 0.44 3 1 37.45 0 1 1.39 0 0 2.78 No. 9 112.35 382.01
B21 north stair 4 28.50 1.50 2.67 1 No. 9 4'' Bottom Length 2.0'' 2.0'' 2.0'' 28.17 9.28 1.17 0.22 2.34 0.44 6 1 37.45 0 1 1.39 0 0 2.78 No. 9 224.70 764.02
B21 north stair 4 28.50 1.50 2.67 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 28.17 2.35 1.17 0.10 2.34 5.88 0 1 30.52 0 0 1.27 39 1 8.22 No. 4 320.58 213.92
B21 north stair 4 28.50 1.50 2.67 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 28.17 2.35 1.17 0.10 2.34 5.88 3 2 30.52 0 0 1.27 0 2 8.22 No. 4 183.12 122.20
B22 west stair 4 28.25 1.50 3.00 1 No. 9 4''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 27.92 9.24 1.17 0.22 2.67 0.50 6 2 37.16 0 2 1.39 0 0 3.17 No. 9 445.92 1516.22
B22 west stair 4 28.25 1.50 3.00 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 27.92 2.33 1.17 0.10 2.67 6.23 0 1 30.25 0 0 1.27 38 1 8.90 No. 4 338.20 225.68
B22 west stair 4 28.25 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 27.92 2.33 1.17 0.10 2.67 6.23 4 2 30.25 0 0 1.27 0 2 8.90 No. 4 242.00 161.49
B22 east stair 4 27.67 1.50 3.00 1 No. 9 4''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 27.34 9.13 1.17 0.22 2.67 0.50 6 2 36.47 0 2 1.39 0 0 3.17 No. 9 437.64 1488.06
B22 east stair 4 27.67 1.50 3.00 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 27.34 2.28 1.17 0.10 2.67 6.23 0 1 29.62 0 0 1.27 37 1 8.90 No. 4 329.30 219.74
B22 west stair 4 27.67 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 27.34 2.28 1.17 0.10 2.67 6.23 4 2 29.62 0 0 1.27 0 2 8.90 No. 4 236.96 158.12
B23 north stair 3 24.00 1.50 2.50 1 No. 9 8'' Top Length 2.0'' 2.0'' 2.0'' 23.67 8.44 1.17 0.22 2.17 0.41 3 1 32.11 0 1 1.39 0 0 2.58 No. 9 96.33 327.54
B23 north stair 3 24.00 1.50 2.50 1 No. 9 4'' Bottom Length 2.0'' 2.0'' 2.0'' 23.67 8.44 1.17 0.22 2.17 0.41 6 1 32.11 0 1 1.39 0 0 2.58 No. 9 192.66 655.08
B23 north stair 3 24.00 1.50 2.50 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 23.67 1.97 1.17 0.10 2.17 5.69 0 1 25.64 0 0 1.27 33 1 7.86 No. 4 259.38 173.08
B23 north stair 3 24.00 1.50 2.50 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 23.67 1.97 1.17 0.10 2.17 5.69 3 2 25.64 0 0 1.27 0 2 7.86 No. 4 153.84 102.66
B24 west stair 3 7.33 1.50 2.50 1 No. 9 8'' Top Length 2.0'' 2.0'' 2.0'' 7.00 5.31 1.17 0.22 2.17 0.41 3 1 12.31 0 1 1.39 0 0 2.58 No. 9 36.93 125.57
B24 west stair 3 7.33 1.50 2.50 1 No. 9 4'' Bottom Length 2.0'' 2.0'' 2.0'' 7.00 5.31 1.17 0.22 2.17 0.41 6 1 12.31 0 1 1.39 0 0 2.58 No. 9 73.86 251.14
B24 west stair 3 7.33 1.50 2.50 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 7.00 0.58 1.17 0.10 2.17 5.69 0 1 7.58 0 0 1.27 10 1 7.86 No. 4 78.60 52.45
B24 west stair 3 7.33 1.50 2.50 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 7.00 0.58 1.17 0.10 2.17 5.69 3 2 7.58 0 0 1.27 0 2 7.86 No. 4 45.48 30.35
B25 30.83 1.50 2.67 1 No. 9 3'' Top Length 2.0'' 2.0'' 2.0'' 30.50 9.72 1.17 0.22 2.34 0.44 7 1 40.22 0 1 1.39 0 0 2.78 No. 9 281.54 957.29
B25 30.83 1.50 2.67 1 No. 9 2.2'' Bottom Length 2.0'' 2.0'' 2.0'' 30.50 9.72 1.17 0.22 2.34 0.44 9 1 40.22 0 1 1.39 0 0 2.78 No. 9 361.98 1230.80
B25 30.83 1.50 2.67 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 30.50 2.54 1.17 0.10 2.34 5.88 0 1 33.04 0 0 1.27 42 1 8.22 No. 4 345.24 230.38
B25 30.83 1.50 2.67 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 30.50 2.54 1.17 0.10 2.34 5.88 3 2 33.04 0 0 1.27 0 2 8.22 No. 4 198.24 132.29
B25 46.33 1.50 2.67 1 No. 9 3'' Top Length 2.0'' 2.0'' 2.0'' 46.00 12.63 1.17 0.22 2.34 0.44 7 1 58.63 0 1 1.39 0 0 2.78 No. 9 410.41 1395.48
B25 46.33 1.50 2.67 1 No. 9 2.2'' Bottom Length 2.0'' 2.0'' 2.0'' 46.00 12.63 1.17 0.22 2.34 0.44 9 1 58.63 0 1 1.39 0 0 2.78 No. 9 527.67 1794.18
B25 46.33 1.50 2.67 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 46.00 3.83 1.17 0.10 2.34 5.88 0 1 49.83 0 0 1.27 62 1 8.22 No. 4 509.64 340.08
B25 46.33 1.50 2.67 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 46.00 3.83 1.17 0.10 2.34 5.88 3 2 49.83 0 0 1.27 0 2 8.22 No. 4 298.98 199.51
B26 stair 4 7.17 1.50 2.00 1 No. 9 24'' Top Length 2.0'' 2.0'' 2.0'' 6.84 5.28 1.17 0.22 1.67 0.31 2 1 12.12 0 1 1.39 0 0 1.98 No. 9 24.24 82.42
B26 stair 4 7.17 1.50 2.00 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 6.84 0.57 1.17 0.10 1.67 5.15 0 1 7.41 0 0 1.27 10 1 6.82 No. 4 68.20 45.51
B26 stair 4 7.17 1.50 2.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 6.84 0.57 1.17 0.10 1.67 5.15 3 2 7.41 0 0 1.27 0 2 6.82 No. 4 44.46 29.67
B26 stair 1 7.67 1.50 2.00 1 No. 9 24'' Top Length 2.0'' 2.0'' 2.0'' 7.34 5.38 1.17 0.22 1.67 0.31 2 1 12.72 0 1 1.39 0 0 1.98 No. 9 25.44 86.50
B26 stair 1 7.67 1.50 2.00 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 7.34 0.61 1.17 0.10 1.67 5.15 0 1 7.95 0 0 1.27 11 1 6.82 No. 4 75.02 50.06
Takeoff By: Walsh Estimating (570) 223-7880
Page 4 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
B26 stair 1 7.67 1.50 2.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 7.34 0.61 1.17 0.10 1.67 5.15 3 2 7.95 0 0 1.27 0 2 6.82 No. 4 47.70 31.83
B26 stair 1 11.25 1.50 2.00 1 No. 9 24'' Top Length 2.0'' 2.0'' 2.0'' 10.92 6.05 1.17 0.22 1.67 0.31 2 1 16.97 0 1 1.39 0 0 1.98 No. 9 33.94 115.40
B26 stair 1 11.25 1.50 2.00 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 10.92 0.91 1.17 0.10 1.67 5.15 0 1 11.83 0 0 1.27 16 1 6.82 No. 4 109.12 72.82
B26 stair 1 11.25 1.50 2.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 10.92 0.91 1.17 0.10 1.67 5.15 3 2 11.83 0 0 1.27 0 2 6.82 No. 4 70.98 47.36
B27 ramp top 22.33 3.00 3.00 1 No. 9 18'' Top Length 2.0'' 2.0'' 2.0'' 22.00 8.13 2.67 0.50 2.67 0.50 3 1 30.13 0 1 3.17 0 0 3.17 No. 9 90.39 307.34
B27 ramp top 22.33 3.00 3.00 1 No. 9 9'' Bottom Length 2.0'' 2.0'' 2.0'' 22.00 8.13 2.67 0.50 2.67 0.50 5 1 30.13 0 1 3.17 0 0 3.17 No. 9 150.65 512.24
B27 ramp top 22.33 3.00 3.00 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 22.00 1.83 2.67 0.22 2.67 9.23 0 1 23.83 0 0 2.89 30 1 11.90 No. 4 357.00 238.23
B27 ramp top 22.33 3.00 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 22.00 1.83 2.67 0.22 2.67 9.23 4 2 23.83 0 0 2.89 0 2 11.90 No. 4 190.64 127.21
Beam at 8" slab 34.58 1.50 3.33 2 No. 9 12''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 34.25 10.42 1.17 0.22 3.00 0.56 3 2 44.67 0 2 1.39 0 0 3.56 No. 9 536.04 1822.64
Beam at 8" slab 34.58 1.50 3.33 2 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 34.25 2.85 1.17 0.10 3.00 6.59 0 1 37.10 0 0 1.27 47 1 9.59 No. 4 901.46 601.54
Beam at 8" slab 34.58 1.50 3.33 2 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 34.25 2.85 1.17 0.10 3.00 6.59 4 2 37.10 0 0 1.27 0 2 9.59 No. 4 593.60 396.11
Beam at 8" slab 33.58 1.50 3.33 1 No. 9 12''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 33.25 10.23 1.17 0.22 3.00 0.56 3 2 43.48 0 2 1.39 0 0 3.56 No. 9 260.88 887.04
Beam at 8" slab 33.58 1.50 3.33 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 33.25 2.77 1.17 0.10 3.00 6.59 0 1 36.02 0 0 1.27 45 1 9.59 No. 4 431.55 287.97
Beam at 8" slab 33.58 1.50 3.33 2 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 33.25 2.77 1.17 0.10 3.00 6.59 4 2 36.02 0 0 1.27 0 2 9.59 No. 4 576.32 384.58
0.00 0.00 0.00 0 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 11,329 19,375.81
2nd Floor Structural Slab
Epoxy
8" Structural Slabone way
slab63.00 32.50 0.67 1 No. 5 10''
Top and Bottom
Length 2.0'' 2.0'' 2.0'' 62.67 6.53 32.17 3.35 0.34 0.04 40 2 69.20 0 2 35.52 0 0 0.38 No. 5 5,536.00 5774.05
8" Structural Slab at beams ADD 15.83 35.00 0.67 3 No. 5 22'' Top Length 0.0'' 2.0'' 2.0'' 15.83 1.65 35.00 3.65 0.34 0.04 20 1 17.48 0 1 38.65 0 0 0.38 No. 5 1,048.80 1093.90
8" Structural Slab at beam ADD 15.83 6.00 0.67 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.83 1.65 6.00 0.63 0.34 0.04 7 1 17.48 0 1 6.63 0 0 0.38 No. 5 122.36 127.62
8" Structural Slabat
shearwallADD 15.83 8.00 0.67 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.83 1.65 8.00 0.83 0.34 0.04 9 1 17.48 0 1 8.83 0 0 0.38 No. 5 157.32 164.08
8" Structural Slab at arc ADD 15.83 19.00 0.67 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.83 2.65 19.00 1.98 0.34 0.04 20 1 18.48 0 1 20.98 0 0 0.38 No. 5 369.60 385.49
8" Structural Slabbetween beams
ADD 11.75 5.00 0.67 3 No. 5 12'' Bottom Length 0.0'' 2.0'' 2.0'' 11.75 1.22 5.00 0.52 0.34 0.04 6 1 12.97 0 1 5.52 0 0 0.38 No. 5 233.46 243.50
10" structural Slabtwo-way
slab259.50 25.25 0.83 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 259.17 27.00 24.92 2.60 0.50 0.05 26 2 286.17 260 2 27.52 0 0 0.55 No. 5 29,191.24 30446.46
10" structural Slabtwo-way
slab315.50 52.25 0.83 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 315.17 32.83 51.92 5.41 0.50 0.05 53 2 348.00 316 2 57.33 0 0 0.55 No. 5 73,120.56 76264.74
10" structural Slabtwo-way
slab260.50 49.63 0.83 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 260.17 27.10 49.30 5.14 0.50 0.05 50 2 287.27 261 2 54.44 0 0 0.55 No. 5 57,144.68 59601.90
10" structural Slab 77 ADD 3.00 5.42 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 3.00 0.31 5.42 0.56 0.50 0.05 0 1 3.31 4 1 5.98 0 0 0.55 No. 5 23.92 24.95
10" structural Slab 77 - 55 ADD 1.00 8.33 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.10 8.33 0.87 0.50 0.05 0 1 1.10 2 1 9.20 0 0 0.55 No. 5 18.40 19.19
10" structural Slab 55 ADD 7.50 5.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 7.50 1.78 5.00 0.52 0.50 0.05 6 1 9.28 0 1 5.52 0 0 0.55 No. 5 55.68 58.07
10" structural Slab 55 ADD 4.00 13.17 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 4.00 0.42 13.17 1.37 0.50 0.05 0 1 4.42 5 1 14.54 0 0 0.55 No. 5 72.70 75.83
10" structural Slab 56 ADD 5.00 8.67 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.63 8.67 1.08 0.50 0.06 0 1 5.63 6 1 9.75 0 0 0.56 No. 6 58.50 87.86
10" structural Slab 57 ADD 14.33 10.00 0.83 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.79 10.00 1.25 0.50 0.06 11 1 16.12 0 1 11.25 0 0 0.56 No. 6 177.32 266.32
10" structural Slab 57 ADD 8.00 14.33 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.33 1.79 0.50 0.06 0 1 9.00 9 1 16.12 0 0 0.56 No. 6 145.08 217.90
10" structural Slab 58 ADD 14.33 7.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 7.00 0.73 0.50 0.05 8 1 15.82 0 1 7.73 0 0 0.55 No. 5 126.56 132.00
10" structural Slab 58 ADD 9.00 14.33 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 0.94 14.33 1.49 0.50 0.05 0 1 9.94 10 1 15.82 0 0 0.55 No. 5 158.20 165.00
10" structural Slab 59 ADD 14.33 2.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 2.00 0.21 0.50 0.05 3 1 15.82 0 1 2.21 0 0 0.55 No. 5 47.46 49.50
10" structural Slab 59 ADD 6.00 14.33 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.33 1.79 0.50 0.06 0 1 6.75 7 1 16.12 0 0 0.56 No. 6 112.84 169.47
10" structural Slab 60 ADD 14.33 11.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 11.00 1.15 0.50 0.05 12 1 15.82 0 1 12.15 0 0 0.55 No. 5 189.84 198.00
10" structural Slab 60 ADD 9.00 14.33 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.33 1.79 0.50 0.06 0 1 10.13 10 1 16.12 0 0 0.56 No. 6 161.20 242.11
10" structural Slab at SW1 ADD 78.00 14.33 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 78.00 8.13 14.33 1.49 0.50 0.05 0 1 86.13 79 1 15.82 0 0 0.55 No. 5 1,249.78 1303.52
10" structural Slab at elevator ADD 14.33 10.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 2.49 10.00 1.04 0.50 0.05 11 1 16.82 0 1 11.04 0 0 0.55 No. 5 185.02 192.98
10" structural Slab ADD 7.00 13.00 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 1.02 13.00 1.90 0.50 0.07 0 1 8.02 8 1 14.90 0 0 0.57 No. 7 119.20 243.66
10" structural Slab ADD 7.00 11.17 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 1.02 11.17 1.63 0.50 0.07 0 1 8.02 8 1 12.80 0 0 0.57 No. 7 102.40 209.32
10" structural Slab ADD 2.00 8.17 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 2.00 0.21 8.17 0.85 0.50 0.05 0 1 2.21 3 1 9.02 0 0 0.55 No. 5 27.06 28.22
10" structural Slab ADD 13.00 10.58 0.83 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 13.00 1.63 10.58 1.32 0.50 0.06 0 1 14.63 14 1 11.90 0 0 0.56 No. 6 166.60 250.22
10" structural Slab ADD 7.00 8.50 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 1.02 8.50 1.24 0.50 0.07 0 1 8.02 8 1 9.74 0 0 0.57 No. 7 77.92 159.28
10" structural Slab ADD 2.00 10.17 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 2.00 0.21 10.17 1.06 0.50 0.05 0 1 2.21 3 1 11.23 0 0 0.55 No. 5 33.69 35.14
10" structural Slab stair 1 ADD 12.58 11.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 12.58 1.31 11.00 1.15 0.50 0.05 12 1 13.89 0 1 12.15 0 0 0.55 No. 5 166.68 173.85
10" structural Slab ADD 7.00 13.00 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 1.02 13.00 1.90 0.50 0.07 0 1 8.02 8 1 14.90 0 0 0.57 No. 7 119.20 243.66
Takeoff By: Walsh Estimating (570) 223-7880
Page 5 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
10" structural Slab at SW1 ADD 15.75 35.76 0.83 2 No. 5 9.8'' Top Length 0.0'' 2.0'' 2.0'' 15.75 1.64 35.76 3.73 0.50 0.05 45 1 17.39 0 1 39.49 0 0 0.55 No. 5 1,565.10 1632.40
10" structural Slab at SW1 ADD 15.75 13.00 0.83 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 15.75 1.97 13.00 1.63 0.50 0.06 14 1 17.72 0 1 14.63 0 0 0.56 No. 6 248.08 372.59
10" structural Slab at SW1 ADD 6.00 14.83 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.83 1.85 0.50 0.06 0 1 6.75 7 1 16.68 0 0 0.56 No. 6 116.76 175.36
10" structural Slab ADD 11.75 11.00 0.83 1 No. 5 12'' Bottom Length 0.0'' 2.0'' 2.0'' 11.75 1.22 11.00 1.15 0.50 0.05 12 1 12.97 0 1 12.15 0 0 0.55 No. 5 155.64 162.33
10" structural Slab at SW1 ADD 15.75 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.75 1.64 8.00 0.83 0.50 0.05 9 1 17.39 0 1 8.83 0 0 0.55 No. 5 156.51 163.24
10" structural Slab at SW1 ADD 8.00 14.83 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.83 1.85 0.50 0.06 0 1 9.00 9 1 16.68 0 0 0.56 No. 6 150.12 225.47
10" structural Slab ADD 11.75 5.00 0.83 1 No. 5 12'' Bottom Length 0.0'' 2.0'' 2.0'' 11.75 1.22 5.00 0.52 0.50 0.05 6 1 12.97 0 1 5.52 0 0 0.55 No. 5 77.82 81.17
10" structural Slab 65 ADD 4.00 6.50 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 4.00 0.42 6.50 1.68 0.50 0.05 0 1 4.42 5 1 8.18 0 0 0.55 No. 5 40.90 42.66
10" structural Slab 61 ADD 15.75 9.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.75 1.64 9.00 0.94 0.50 0.05 10 1 17.39 0 1 9.94 0 0 0.55 No. 5 173.90 181.38
10" structural Slab 62 ADD 15.75 6.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.75 1.64 6.00 0.63 0.50 0.05 7 1 17.39 0 1 6.63 0 0 0.55 No. 5 121.73 126.96
10" structural Slab 62 ADD 2.00 14.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 2.00 0.21 14.83 1.54 0.50 0.05 0 1 2.21 3 1 16.37 0 0 0.55 No. 5 49.11 51.22
10" structural Slab ADD 11.75 5.00 0.83 1 No. 5 12'' Bottom Length 0.0'' 2.0'' 2.0'' 11.75 1.22 5.00 0.52 0.50 0.05 6 1 12.97 0 1 5.52 0 0 0.55 No. 5 77.82 81.17
10" structural Slab ADD 4.00 10.25 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 4.00 0.42 10.25 1.07 0.50 0.05 0 1 4.42 5 1 11.32 0 0 0.55 No. 5 56.60 59.03
10" structural Slab ADD 4.00 10.17 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 4.00 0.42 10.17 1.06 0.50 0.05 0 1 4.42 5 1 11.23 0 0 0.55 No. 5 56.15 58.56
10" structural Slab ADD 5.00 14.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.52 14.83 1.54 0.50 0.05 0 1 5.52 6 1 16.37 0 0 0.55 No. 5 98.22 102.44
10" structural Slab ADD 6.00 10.00 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 10.00 2.25 0.50 0.06 0 1 6.75 7 1 12.25 0 0 0.56 No. 6 85.75 128.79
10" structural Slab ADD 11.00 15.33 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 11.00 1.38 15.33 1.92 0.50 0.06 0 1 12.38 12 1 17.25 0 0 0.56 No. 6 207.00 310.89
10" structural Slab ADD 4.00 6.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 4.00 0.42 6.83 0.71 0.50 0.05 0 1 4.42 5 1 7.54 0 0 0.55 No. 5 37.70 39.32
10" structural Slab ADD 10.00 10.00 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 10.00 1.25 10.00 2.25 0.50 0.06 0 1 11.25 11 1 12.25 0 0 0.56 No. 6 134.75 202.38
10" structural Slab 54 ADD 8.17 10.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 8.17 1.85 10.00 1.04 0.50 0.05 11 1 10.02 0 1 11.04 0 0 0.55 No. 5 110.22 114.96
10" structural Slab 54 ADD 2.00 15.25 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 2.00 0.21 15.25 1.59 0.50 0.05 0 1 2.21 3 1 16.84 0 0 0.55 No. 5 50.52 52.69
10" structural Slab ADD 12.17 2.00 0.83 1 No. 5 12'' Bottom Length 0.0'' 2.0'' 2.0'' 12.17 1.27 2.00 0.21 0.50 0.05 3 1 13.44 0 1 2.21 0 0 0.55 No. 5 40.32 42.05
10" structural Slab 1 ADD 14.33 12.00 0.83 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.79 12.00 1.50 0.50 0.06 13 1 16.12 0 1 13.50 0 0 0.56 No. 6 209.56 314.74
10" structural Slab 1 ADD 8.00 14.83 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.83 1.85 0.50 0.06 0 1 9.00 9 1 16.68 0 0 0.56 No. 6 150.12 225.47
10" structural Slab 2 ADD 14.33 7.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 7.00 0.73 0.50 0.05 8 1 15.82 0 1 7.73 0 0 0.55 No. 5 126.56 132.00
10" structural Slab 2 ADD 8.00 14.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 0.83 14.83 1.54 0.50 0.05 0 1 8.83 9 1 16.37 0 0 0.55 No. 5 147.33 153.67
10" structural Slab 3 ADD 14.33 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 142.38 148.50
10" structural Slab 3 ADD 7.00 14.83 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.88 14.83 1.85 0.50 0.06 0 1 7.88 8 1 16.68 0 0 0.56 No. 6 133.44 200.41
10" structural Slab 4 ADD 14.33 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 142.38 148.50
10" structural Slab 4 ADD 8.00 14.83 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.83 1.85 0.50 0.06 0 1 9.00 9 1 16.68 0 0 0.56 No. 6 150.12 225.47
10" structural Slab 5 ADD 14.33 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 142.38 148.50
10" structural Slab 5 ADD 9.00 14.83 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.31 14.83 2.16 0.50 0.07 0 1 10.31 10 1 16.99 0 0 0.57 No. 7 169.90 347.29
10" structural Slab 6 ADD 14.33 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 142.38 148.50
10" structural Slab 6 ADD 9.00 14.83 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.31 14.83 2.16 0.50 0.07 0 1 10.31 10 1 16.99 0 0 0.57 No. 7 169.90 347.29
10" structural Slab 7 ADD 14.33 9.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 9.00 0.94 0.50 0.05 10 1 15.82 0 1 9.94 0 0 0.55 No. 5 158.20 165.00
10" structural Slab 7 ADD 8.00 14.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 0.83 14.83 1.54 0.50 0.05 0 1 8.83 9 1 16.37 0 0 0.55 No. 5 147.33 153.67
10" structural Slab 8 ADD 14.33 6.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 6.00 0.63 0.50 0.05 7 1 15.82 0 1 6.63 0 0 0.55 No. 5 110.74 115.50
10" structural Slab 8 ADD 8.00 14.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 0.83 14.83 1.54 0.50 0.05 0 1 8.83 9 1 16.37 0 0 0.55 No. 5 147.33 153.67
10" structural Slab 9 ADD 14.33 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 142.38 148.50
10" structural Slab 9 ADD 6.00 14.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.63 14.83 1.54 0.50 0.05 0 1 6.63 7 1 16.37 0 0 0.55 No. 5 114.59 119.52
10" structural Slab 10 ADD 14.33 9.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 9.00 0.94 0.50 0.05 10 1 15.82 0 1 9.94 0 0 0.55 No. 5 158.20 165.00
10" structural Slab 10 ADD 1.00 14.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 1.00 0.10 14.83 1.54 0.50 0.05 0 1 1.10 2 1 16.37 0 0 0.55 No. 5 32.74 34.15
10" structural Slab 11 ADD 14.33 1.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 1.00 0.10 0.50 0.05 2 1 15.82 0 1 1.10 0 0 0.55 No. 5 31.64 33.00
10" structural Slab 11 ADD 6.00 15.33 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 15.33 1.92 0.50 0.06 0 1 6.75 7 1 17.25 0 0 0.56 No. 6 120.75 181.35
10" structural Slab 12 ADD 10.00 15.33 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 10.00 1.46 15.33 2.24 0.50 0.07 0 1 11.46 11 1 17.57 0 0 0.57 No. 7 193.27 395.06
10" structural Slab 71 ADD 10.17 6.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 10.17 1.06 6.00 0.63 0.50 0.05 7 1 11.23 0 1 6.63 0 0 0.55 No. 5 78.61 81.99
10" structural Slab 71 ADD 7.00 15.33 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.73 15.33 1.60 0.50 0.05 0 1 7.73 8 1 16.93 0 0 0.55 No. 5 135.44 141.26
10" structural Slab ADD 1.00 6.83 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.10 6.83 0.71 0.50 0.05 0 1 1.10 2 1 7.54 0 0 0.55 No. 5 15.08 15.73
10" structural Slab 53 ADD 8.00 10.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 8.00 0.83 10.00 1.04 0.50 0.05 11 1 8.83 0 1 11.04 0 0 0.55 No. 5 97.13 101.31
10" structural Slab 53 ADD 3.00 16.08 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 3.00 0.31 16.08 1.68 0.50 0.05 0 1 3.31 4 1 17.76 0 0 0.55 No. 5 71.04 74.09
10" structural Slab ADD 12.17 2.00 0.83 1 No. 5 12'' Bottom Length 0.0'' 2.0'' 2.0'' 12.17 1.27 2.00 0.21 0.50 0.05 3 1 13.44 0 1 2.21 0 0 0.55 No. 5 40.32 42.05
10" structural Slab 13 ADD 14.25 10.00 0.83 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 10.00 1.25 0.50 0.06 11 1 16.03 0 1 11.25 0 0 0.56 No. 6 176.33 264.83
10" structural Slab 14 ADD 14.25 5.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 5.00 0.52 0.50 0.05 6 1 15.73 0 1 5.52 0 0 0.55 No. 5 94.38 98.44
10" structural Slab15; 16; 17;
18ADD 14.25 6.00 0.83 4 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 6.00 0.63 0.50 0.05 7 1 15.73 0 1 6.63 0 0 0.55 No. 5 440.44 459.38
10" structural Slab 19 ADD 14.25 7.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 7.00 0.73 0.50 0.05 8 1 15.73 0 1 7.73 0 0 0.55 No. 5 125.84 131.25
10" structural Slab 20 ADD 14.25 4.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 4.00 0.42 0.50 0.05 5 1 15.73 0 1 4.42 0 0 0.55 No. 5 78.65 82.03
10" structural Slab 21 ADD 14.25 5.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 5.00 0.52 0.50 0.05 6 1 15.73 0 1 5.52 0 0 0.55 No. 5 94.38 98.44
10" structural Slab 22 ADD 14.25 6.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 6.00 0.63 0.50 0.05 7 1 15.73 0 1 6.63 0 0 0.55 No. 5 110.11 114.84
10" structural Slab 22 ADD 1.00 8.67 0.83 1 No. 5 24'' Top Width 0.0'' 2.0'' 2.0'' 1.00 0.10 8.67 0.90 0.50 0.05 0 1 1.10 2 1 9.57 0 0 0.55 No. 5 19.14 19.96
Takeoff By: Walsh Estimating (570) 223-7880
Page 6 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
10" structural Slab 23 ADD 14.25 3.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 3.00 0.31 0.50 0.05 4 1 15.73 0 1 3.31 0 0 0.55 No. 5 62.92 65.63
10" structural Slab 23 ADD 0.50 8.67 0.83 1 No. 5 24'' Top Width 0.0'' 2.0'' 2.0'' 0.50 0.05 8.67 0.90 0.50 0.05 0 1 0.55 1 1 9.57 0 0 0.55 No. 5 9.57 9.98
10" structural Slab ADD 1.00 6.83 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.10 6.83 0.71 0.50 0.05 0 1 1.10 2 1 7.54 0 0 0.55 No. 5 15.08 15.73
10" structural Slab ADD 5.00 8.67 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 5.00 0.52 8.67 1.90 0.50 0.05 0 1 5.52 6 1 10.57 0 0 0.55 No. 5 63.42 66.15
10" structural Slab 72 ADD 14.25 7.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 7.00 0.73 0.50 0.05 8 1 15.73 0 1 7.73 0 0 0.55 No. 5 125.84 131.25
10" structural Slab 72 ADD 14.25 6.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.48 6.00 0.63 0.50 0.05 7 1 15.73 0 1 6.63 0 0 0.55 No. 5 110.11 114.84
10" structural Slab ADD 1.00 4.92 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.10 4.92 0.51 0.50 0.05 0 1 1.10 2 1 5.43 0 0 0.55 No. 5 10.86 11.33
10" structural Slab ADD 1.00 4.25 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.10 4.25 0.44 0.50 0.05 0 1 1.10 2 1 4.69 0 0 0.55 No. 5 9.38 9.78
10" structural Slab 24 ADD 14.33 9.00 0.83 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.79 9.00 1.13 0.50 0.06 10 1 16.12 0 1 10.13 0 0 0.56 No. 6 161.20 242.11
10" structural Slab 24 ADD 9.00 18.67 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.31 18.67 2.72 0.50 0.07 0 1 10.31 10 1 21.39 0 0 0.57 No. 7 213.90 437.23
10" structural Slab25; 26; 27;
28; 29ADD 14.33 8.00 0.83 5 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 711.90 742.51
10" structural Slab25; 26; 27;
28; 29ADD 8.00 14.75 0.83 5 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 0.83 14.75 1.54 0.50 0.05 0 1 8.83 9 1 16.29 0 0 0.55 No. 5 733.05 764.57
10" structural Slab 30 ADD 14.33 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 142.38 148.50
10" structural Slab 30 ADD 9.00 14.33 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 0.94 14.33 1.49 0.50 0.05 0 1 9.94 10 1 15.82 0 0 0.55 No. 5 158.20 165.00
10" structural Slab 31 ADD 14.33 9.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 9.00 0.94 0.50 0.05 10 1 15.82 0 1 9.94 0 0 0.55 No. 5 158.20 165.00
10" structural Slab 31 ADD 9.00 16.33 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.31 16.33 2.38 0.50 0.07 0 1 10.31 10 1 18.71 0 0 0.57 No. 7 187.10 382.45
10" structural Slab 32 ADD 14.33 6.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 6.00 0.63 0.50 0.05 7 1 15.82 0 1 6.63 0 0 0.55 No. 5 110.74 115.50
10" structural Slab 32 ADD 5.00 16.33 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.52 16.33 1.70 0.50 0.05 0 1 5.52 6 1 18.03 0 0 0.55 No. 5 108.18 112.83
10" structural Slab 74 ADD 6.00 8.17 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.63 8.17 0.85 0.50 0.05 0 1 6.63 7 1 9.02 0 0 0.55 No. 5 63.14 65.86
10" structural Slab ADD 1.00 5.08 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.10 5.08 0.53 0.50 0.05 0 1 1.10 2 1 5.61 0 0 0.55 No. 5 11.22 11.70
10" structural Slab 52 ADD 9.00 10.08 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 0.94 10.08 2.05 0.50 0.05 0 1 9.94 10 1 12.13 0 0 0.55 No. 5 121.30 126.52
10" structural Slab 52 ADD 11.08 4.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 11.08 2.15 4.00 0.42 0.50 0.05 5 1 13.23 0 1 4.42 0 0 0.55 No. 5 66.15 68.99
10" structural Slab 52 ADD 9.00 18.67 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 0.94 18.67 1.94 0.50 0.05 0 1 9.94 10 1 20.61 0 0 0.55 No. 5 206.10 214.96
10" structural Slab ADD 12.17 2.00 0.83 1 No. 5 12'' Bottom Length 0.0'' 2.0'' 2.0'' 12.17 1.27 2.00 0.21 0.50 0.05 3 1 13.44 0 1 2.21 0 0 0.55 No. 5 40.32 42.05
10" structural Slab ADD 11.00 6.75 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 11.00 1.15 6.75 0.70 0.50 0.05 0 1 12.15 12 1 7.45 0 0 0.55 No. 5 89.40 93.24
10" structural Slab 51 ADD 15.92 10.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.92 1.66 10.00 1.04 0.50 0.05 11 1 17.58 0 1 11.04 0 0 0.55 No. 5 193.38 201.70
10" structural Slab 51 ADD 17.00 20.00 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 17.00 1.77 20.00 2.08 0.50 0.05 0 1 18.77 18 1 22.08 0 0 0.55 No. 5 397.44 414.53
10" structural Slab 40 ADD 14.25 12.00 0.83 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 12.00 1.50 0.50 0.06 13 1 16.03 0 1 13.50 0 0 0.56 No. 6 208.39 312.98
10" structural Slab 40 ADD 9.00 25.17 0.83 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.31 25.17 3.67 0.50 0.07 0 1 10.31 10 1 28.84 0 0 0.57 No. 7 288.40 589.52
10" structural Slab 34 ADD 14.33 9.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 9.00 0.94 0.50 0.05 10 1 15.82 0 1 9.94 0 0 0.55 No. 5 158.20 165.00
10" structural Slab 34 ADD 8.00 14.50 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 0.83 14.50 1.51 0.50 0.05 0 1 8.83 9 1 16.01 0 0 0.55 No. 5 144.09 150.29
10" structural Slab 35; 38 ADD 14.33 8.00 0.83 2 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 284.76 297.00
10" structural Slab 35; 38 ADD 8.00 14.50 0.83 2 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 0.83 14.50 1.51 0.50 0.05 0 1 8.83 9 1 16.01 0 0 0.55 No. 5 288.18 300.57
10" structural Slab 36; 37 ADD 14.33 7.00 0.83 2 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 7.00 0.73 0.50 0.05 8 1 15.82 0 1 7.73 0 0 0.55 No. 5 253.12 264.00
10" structural Slab 36; 37 ADD 8.00 14.50 0.83 2 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 0.83 14.50 1.51 0.50 0.05 0 1 8.83 9 1 16.01 0 0 0.55 No. 5 288.18 300.57
10" structural Slab ADD 14.33 9.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 9.00 0.94 0.50 0.05 10 1 15.82 0 1 9.94 0 0 0.55 No. 5 158.20 165.00
10" structural Slab ADD 5.00 10.50 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.52 10.50 2.09 0.50 0.05 0 1 5.52 6 1 12.59 0 0 0.55 No. 5 75.54 78.79
10" structural Slab 42 ADD 14.33 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 8.00 0.83 0.50 0.05 9 1 15.82 0 1 8.83 0 0 0.55 No. 5 142.38 148.50
10" structural Slab 43; 44; 45 ADD 14.33 6.00 0.83 3 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 6.00 0.63 0.50 0.05 7 1 15.82 0 1 6.63 0 0 0.55 No. 5 332.22 346.51
10" structural Slab 46 ADD 14.33 5.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 5.00 0.52 0.50 0.05 6 1 15.82 0 1 5.52 0 0 0.55 No. 5 94.92 99.00
10" structural Slab 46 ADD 3.00 7.33 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 3.00 0.31 7.33 0.76 0.50 0.05 0 1 3.31 4 1 8.09 0 0 0.55 No. 5 32.36 33.75
10" structural Slab ADD 1.00 3.00 0.83 1 No. 5 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.10 3.00 0.31 0.50 0.05 0 1 1.10 2 1 3.31 0 0 0.55 No. 5 6.62 6.90
10" structural Slab ADD 9.67 1.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 9.67 2.01 1.00 0.10 0.50 0.05 2 1 11.68 0 1 1.10 0 0 0.55 No. 5 23.36 24.36
10" structural Slab 50 ADD 15.92 7.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 15.92 1.66 7.00 0.73 0.50 0.05 8 1 17.58 0 1 7.73 0 0 0.55 No. 5 140.64 146.69
10" structural Slab 50 ADD 7.00 14.50 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.73 14.50 1.51 0.50 0.05 0 1 7.73 8 1 16.01 0 0 0.55 No. 5 128.08 133.59
10" structural Slab ADD 16.50 8.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 16.50 1.72 8.00 0.83 0.50 0.05 9 1 18.22 0 1 8.83 0 0 0.55 No. 5 163.98 171.03
10" structural Slab ADD 10.00 12.50 0.83 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 10.00 1.25 12.50 1.56 0.50 0.06 0 1 11.25 11 1 14.06 0 0 0.56 No. 6 154.66 232.28
10" structural Slab 47 ADD 14.33 5.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 5.00 0.52 0.50 0.05 6 1 15.82 0 1 5.52 0 0 0.55 No. 5 94.92 99.00
10" structural Slab 47 ADD 2.00 12.17 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 2.00 0.21 12.17 1.27 0.50 0.05 0 1 2.21 3 1 13.44 0 0 0.55 No. 5 40.32 42.05
10" structural Slab 48 ADD 14.33 5.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 5.00 0.52 0.50 0.05 6 1 15.82 0 1 5.52 0 0 0.55 No. 5 94.92 99.00
10" structural Slab 48 ADD 1.00 12.00 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 1.00 0.10 12.00 1.25 0.50 0.05 0 1 1.10 2 1 13.25 0 0 0.55 No. 5 26.50 27.64
10" structural Slab 49 ADD 14.33 5.00 0.83 1 No. 5 12'' Top Length 0.0'' 2.0'' 2.0'' 14.33 1.49 5.00 0.52 0.50 0.05 6 1 15.82 0 1 5.52 0 0 0.55 No. 5 94.92 99.00
10" structural Slab 49 ADD 0.50 12.00 0.83 1 No. 5 24'' Top Width 0.0'' 2.0'' 2.0'' 0.50 0.05 12.00 1.25 0.50 0.05 0 1 0.55 1 1 13.25 0 0 0.55 No. 5 13.25 13.82
Takeoff By: Walsh Estimating (570) 223-7880
Page 7 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
10" structural Slab ADD 5.00 5.83 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.52 5.83 0.61 0.50 0.05 0 1 5.52 6 1 6.44 0 0 0.55 No. 5 38.64 40.30
10" structural Slab ADD 7.00 11.67 0.83 1 No. 5 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.73 11.67 1.22 0.50 0.05 0 1 7.73 8 1 12.89 0 0 0.55 No. 5 103.12 107.55
10" structural Slabone-way
slab25.50 25.50 0.83 1 No. 5 10''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 25.17 2.62 25.17 2.62 0.50 0.05 31 2 27.79 31 2 27.79 0 0 0.55 No. 5 3,445.96 3594.14
0.00 0.00 0.00 0 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 190,690 202,013.98
2nd Floor Walls Epoxy
Shearwall SW1 west wall 39.21 48.50 137.00 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 136.83 14.25 0.83 0.09 9.29 6.47 10 2 151.08 138 0 0.92 138 2 15.76 No. 5 7,371.36 7688.33
Shearwall SW1 west wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Wall W1 south wall 39.21 48.50 35.58 1.00 9.29 1 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 35.41 3.69 0.83 0.09 9.29 6.47 0 2 39.10 0 0 0.92 36 2 15.76 No. 5 1,134.72 1183.51
Wall W1 south wall 39.21 48.50 35.58 1.00 9.29 1 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 35.41 2.95 0.83 0.07 9.12 0.76 10 2 38.36 0 0 0.90 0 2 9.88 No. 4 767.20 511.95
Shearwall SW1 west wall stair 2 39.21 48.50 13.83 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 13.66 1.42 0.83 0.09 9.29 6.47 10 2 15.08 15 0 0.92 15 2 15.76 No. 5 774.40 807.70
Shearwall SW1 west wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1 north wall stair 2 39.21 48.50 17.50 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 17.33 1.81 0.83 0.09 9.29 6.47 10 2 19.14 18 0 0.92 18 2 15.76 No. 5 950.16 991.02
Shearwall SW1 north wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1 east wall stair 2 39.21 48.50 12.83 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.66 1.32 0.83 0.09 9.29 6.47 10 2 13.98 14 0 0.92 14 2 15.76 No. 5 720.88 751.88
Shearwall SW1 east wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1 south wall 39.21 48.50 12.33 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.16 1.27 0.83 0.09 9.29 6.47 10 2 13.43 13 0 0.92 13 2 15.76 No. 5 678.36 707.53
Shearwall SW1 south wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Wall W1 south wall 39.21 48.50 15.83 1.00 9.29 1 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 15.66 1.63 0.83 0.09 9.29 6.47 0 2 17.29 0 0 0.92 17 2 15.76 No. 5 535.84 558.88
Wall W1 south wall 39.21 48.50 15.83 1.00 9.29 1 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 15.66 1.31 0.83 0.07 9.12 0.76 10 2 16.97 0 0 0.90 0 2 9.88 No. 4 339.40 226.48
Shearwall SW1 south wall 39.21 48.50 12.42 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.25 1.28 0.83 0.09 9.29 6.47 10 2 13.53 13 0 0.92 13 2 15.76 No. 5 680.36 709.62
Shearwall SW1 south wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1 west wall stair 3 39.21 48.50 9.25 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 9.08 0.95 0.83 0.09 9.29 6.47 10 2 10.03 10 0 0.92 10 2 15.76 No. 5 515.80 537.98
Shearwall SW1 west wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Wall W1 south wall 39.21 48.50 28.58 1.00 9.29 1 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 28.41 2.96 0.83 0.09 9.29 6.47 0 2 31.37 0 0 0.92 29 2 15.76 No. 5 914.08 953.39
Wall W1 south wall 39.21 48.50 28.58 1.00 9.29 1 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 28.41 2.37 0.83 0.07 9.12 0.76 10 2 30.78 0 0 0.90 0 2 9.88 No. 4 615.60 410.79
Shearwall SW1 south wall 39.21 48.50 12.25 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.08 1.26 0.83 0.09 9.29 6.47 10 2 13.34 13 0 0.92 13 2 15.76 No. 5 676.56 705.65
Shearwall SW1 south wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Wall W1 south wall 39.21 48.50 29.42 1.00 9.29 1 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 29.25 3.05 0.83 0.09 9.29 6.47 0 2 32.30 0 0 0.92 30 2 15.76 No. 5 945.60 986.26
Wall W1 south wall 39.21 48.50 29.42 1.00 9.29 1 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 29.25 2.44 0.83 0.07 9.12 0.76 10 2 31.69 0 0 0.90 0 2 9.88 No. 4 633.80 422.93
Shearwall SW1 south wall 39.21 48.50 10.00 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 9.83 1.02 0.83 0.09 9.29 6.47 10 2 10.85 11 0 0.92 11 2 15.76 No. 5 563.72 587.96
Shearwall SW1 south wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1 west wall stair 4 39.21 48.50 14.50 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 14.33 1.49 0.83 0.09 9.29 6.47 10 2 15.82 15 0 0.92 15 2 15.76 No. 5 789.20 823.14
Shearwall SW1 west wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Wall W1 south wall 39.21 48.50 53.83 1.00 9.29 1 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 53.66 5.59 0.83 0.09 9.29 6.47 0 2 59.25 0 0 0.92 55 2 15.76 No. 5 1,733.60 1808.14
Wall W1 south wall 39.21 48.50 53.83 1.00 9.29 1 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 53.66 4.47 0.83 0.07 9.12 0.76 10 2 58.13 0 0 0.90 0 2 9.88 No. 4 1,162.60 775.80
Shearwall SW1 south wall 39.21 48.50 11.00 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 10.83 1.13 0.83 0.09 9.29 6.47 10 2 11.96 12 0 0.92 12 2 15.76 No. 5 617.44 643.99
Shearwall SW1 south wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1 west wall stair 5 39.21 48.50 13.00 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 12.83 1.34 0.83 0.09 9.29 6.47 10 2 14.17 14 0 0.92 14 2 15.76 No. 5 724.68 755.84
Shearwall SW1 west wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1 north wall stair 5 39.21 48.50 14.17 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 14.00 1.46 0.83 0.09 9.29 6.47 10 2 15.46 15 0 0.92 15 2 15.76 No. 5 782.00 815.63
Shearwall SW1 north wall ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Takeoff By: Walsh Estimating (570) 223-7880
Page 8 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
Wall W1 south wall 39.21 48.50 7.25 1.00 9.29 1 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 7.08 0.74 0.83 0.09 9.29 6.47 0 2 7.82 0 0 0.92 8 2 15.76 No. 5 252.16 263.00
Wall W1 south wall 39.21 48.50 7.25 1.00 9.29 1 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 7.08 0.59 0.83 0.07 9.12 0.76 10 2 7.67 0 0 0.90 0 2 9.88 No. 4 153.40 102.36
Wall W1 south wall 39.21 48.50 30.00 1.00 9.29 1 No. 5 12''Front and
RearVertical 1.0'' 0.0'' 0.0'' 29.83 3.11 0.83 0.09 9.29 6.47 0 2 32.94 0 0 0.92 31 2 15.76 No. 5 977.12 1019.14
Wall W1 south wall 39.21 48.50 30.00 1.00 9.29 1 No. 4 12''Front and
RearHorizontal 1.0'' 1.0'' 1.0'' 29.83 2.49 0.83 0.07 9.12 0.76 10 2 32.32 0 0 0.90 0 2 9.88 No. 4 646.40 431.34
Shearwall SW1interior to elevator
39.21 48.50 78.00 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 77.83 8.11 0.83 0.09 9.29 6.47 10 2 85.94 79 0 0.92 79 2 15.76 No. 5 4,208.88 4389.86
Shearwall SW1interior to elevator
ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
Shearwall SW1elevator
walls39.21 48.50 55.66 1.00 9.29 1 No. 5 12''
Front and Rear
Each Way 1.0'' 0.0'' 0.0'' 55.49 5.78 0.83 0.09 9.29 6.47 10 2 61.27 56 0 0.92 56 2 15.76 No. 5 2,990.52 3119.11
Shearwall SW1elevator
wallsties 39.21 48.50 0.67 1.00 9.29 8 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 296.80 309.56
Shearwall SW1 interior stair 1 39.21 48.50 41.75 1.00 9.29 1 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 41.58 4.33 0.83 0.09 9.29 6.47 10 2 45.91 43 0 0.92 43 2 15.76 No. 5 2,273.56 2371.32
Shearwall SW1 interior ties 39.21 48.50 0.67 1.00 9.29 8 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 296.80 309.56
Shearwall SW1 interior 39.21 48.50 35.67 1.00 9.29 2 No. 5 12''Front and
RearEach Way 1.0'' 0.0'' 0.0'' 35.50 3.70 0.83 0.09 9.29 6.47 10 2 39.20 37 0 0.92 37 2 15.76 No. 5 3,900.48 4068.20
Shearwall SW1 interior ties 39.21 48.50 0.67 1.00 9.29 4 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 148.40 154.78
Shearwall SW1interior to
stair 639.21 48.50 64.00 1.00 9.29 1 No. 5 12''
Front and Rear
Each Way 1.0'' 0.0'' 0.0'' 63.83 6.65 0.83 0.09 9.29 6.47 10 2 70.48 65 0 0.92 65 2 15.76 No. 5 3,458.40 3607.11
Shearwall SW1interior to
stair 6ties 39.21 48.50 0.67 1.00 9.29 2 No. 5 12'' Front Face Horizontal 1.0'' 1.0'' 1.0'' 0.50 3.21 0.83 0.09 9.12 0.95 10 1 3.71 0 0 0.92 0 1 10.07 No. 5 74.20 77.39
0.00 0.00 0.00 0 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 45,343 45,670.59
2nd Floor Columns Epoxy
C1 Columns (perimeter) 39.21 48.50 3.00 1.50 9.29 8 No. 7 6''Front and
RearVertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 9.29 5.35 0 2 3.06 0 0 1.34 6 2 14.64 No. 7 1,405.44 2872.86
C1 Columns (perimeter) 39.21 48.50 3.00 1.50 9.29 8 No. 7 36'' Ends Vertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 9.29 5.35 0 0 3.06 0 0 1.34 1 2 14.64 No. 7 234.24 478.81
C1 Columns (perimeter) 39.21 48.50 3.00 1.50 9.29 8 No. 3 12'' Front Face Horizontal 2.0'' 2.0'' 2.0'' 2.67 6.18 1.17 0.07 8.96 0.56 10 1 8.85 0 0 1.24 0 1 9.52 No. 3 708.00 265.71
C1 Columns (perimeter) 39.21 48.50 3.00 1.50 9.29 8 No. 3 10'' Front Face Width 2.0'' 2.0'' 2.0'' 2.67 0.17 1.17 1.07 8.96 0.56 0 1 2.84 4 10 2.24 0 1 9.52 No. 3 716.80 269.02
C1 Columns (perimeter) 39.21 48.50 3.00 1.50 9.29 8 No. 3 36'' Front Face Length 2.0'' 2.0'' 2.0'' 2.67 1.17 1.17 0.07 8.96 0.56 1 10 3.84 0 12 1.24 0 1 9.52 No. 3 307.20 115.29
C1 Columns (interior) 39.21 48.50 3.00 1.50 9.29 59 No. 7 6''Front and
RearVertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 9.29 5.35 0 2 3.06 0 0 1.34 6 2 14.64 No. 7 10,365.12 21187.34
C1 Columns (interior) 39.21 48.50 3.00 1.50 9.29 59 No. 7 36'' Ends Vertical 2.0'' 0.0'' 0.0'' 2.67 0.39 1.17 0.17 9.29 5.35 0 0 3.06 0 0 1.34 1 2 14.64 No. 7 1,727.52 3531.22
C1 Columns (interior) 39.21 48.50 3.00 1.50 9.29 59 No. 3 12'' Front Face Horizontal 2.0'' 2.0'' 2.0'' 2.67 6.18 1.17 0.07 8.96 0.56 10 1 8.85 0 0 1.24 0 1 9.52 No. 3 5,221.50 1959.63
C1 Columns (interior) 39.21 48.50 3.00 1.50 9.29 59 No. 3 10'' Front Face Width 2.0'' 2.0'' 2.0'' 2.67 0.17 1.17 1.07 8.96 0.56 0 1 2.84 4 10 2.24 0 1 9.52 No. 3 5,286.40 1983.99
C1 Columns (interior) 39.21 48.50 3.00 1.50 9.29 59 No. 3 36'' Front Face Length 2.0'' 2.0'' 2.0'' 2.67 1.17 1.17 0.07 8.96 0.56 1 10 3.84 0 12 1.24 0 1 9.52 No. 3 2,265.60 850.28
C2 columns (perimeter) 39.21 48.50 2.00 1.00 9.29 17 No. 6 8''Front and
RearVertical 2.0'' 0.0'' 0.0'' 1.67 0.21 0.67 0.08 9.29 5.16 0 2 1.88 0 0 0.75 4 2 14.45 No. 6 1,965.20 2951.53
C2 columns (perimeter) 39.21 48.50 2.00 1.00 9.29 17 No. 6 36'' Ends Vertical 2.0'' 0.0'' 0.0'' 1.67 0.21 0.67 0.08 9.29 5.16 0 0 1.88 0 0 0.75 1 2 14.45 No. 6 491.30 737.88
C2 columns (perimeter) 39.21 48.50 2.00 1.00 9.29 17 No. 3 12'' Front Face Horizontal 2.0'' 2.0'' 2.0'' 1.67 4.11 0.67 0.04 8.96 0.56 10 1 5.78 0 0 0.71 0 1 9.52 No. 3 982.60 368.77
0.00 0.00 0.00 0 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 31,677 37,572.33
3rd Floor Beams
B31 28.67 2.25 3.00 1 No. 9 5'' Top Length 2.0'' 2.0'' 2.0'' 28.34 9.31 1.92 0.36 2.67 0.50 6 1 37.65 0 1 2.28 0 0 3.17 No. 9 225.90 768.11
B31 two layers 28.67 2.25 3.00 2 No. 9 4.5'' Bottom Length 2.0'' 2.0'' 2.0'' 28.34 9.31 1.92 0.36 2.67 0.50 7 1 37.65 0 1 2.28 0 0 3.17 No. 9 527.10 1792.25
B31 28.67 2.25 3.00 1 No. 4 6'' Front Face Vertical 2.0'' 2.0'' 2.0'' 28.34 2.36 1.92 0.16 2.67 7.73 0 1 30.70 0 0 2.08 58 1 10.40 No. 4 603.20 402.52
B31 28.67 2.25 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 28.34 6.36 1.92 0.16 2.67 0.22 4 2 34.70 0 0 2.08 0 2 2.89 No. 4 277.60 185.24
B32 27.67 1.50 3.00 1 No. 9 3'' Top Length 2.0'' 2.0'' 2.0'' 27.34 9.13 1.17 0.22 2.67 0.50 7 1 36.47 0 1 1.39 0 0 3.17 No. 9 255.29 868.04
B32 two layers 27.67 1.50 3.00 2 No. 9 4'' Bottom Length 2.0'' 2.0'' 2.0'' 27.34 9.13 1.17 0.22 2.67 0.50 6 1 36.47 0 1 1.39 0 0 3.17 No. 9 437.64 1488.06
B32 27.67 1.50 3.00 1 No. 4 4'' Front Face Vertical 2.0'' 2.0'' 2.0'' 27.34 2.28 1.17 0.10 2.67 6.23 0 1 29.62 0 0 1.27 83 1 8.90 No. 4 738.70 492.93
B32 27.67 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 27.34 6.28 1.17 0.10 2.67 0.22 4 2 33.62 0 0 1.27 0 2 2.89 No. 4 268.96 179.48
B32 38.17 1.50 3.00 1 No. 9 3'' Top Length 2.0'' 2.0'' 2.0'' 37.84 11.10 1.17 0.22 2.67 0.50 7 1 48.94 0 1 1.39 0 0 3.17 No. 9 342.58 1164.84
B32 two layers 38.17 1.50 3.00 2 No. 9 4'' Bottom Length 2.0'' 2.0'' 2.0'' 37.84 11.10 1.17 0.22 2.67 0.50 6 1 48.94 0 1 1.39 0 0 3.17 No. 9 587.28 1996.87
B32 38.17 1.50 3.00 1 No. 4 4'' Front Face Vertical 2.0'' 2.0'' 2.0'' 37.84 3.15 1.17 0.10 2.67 6.23 0 1 40.99 0 0 1.27 115 1 8.90 No. 4 1,023.50 682.98
B32 38.17 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 37.84 7.15 1.17 0.10 2.67 0.22 4 2 44.99 0 0 1.27 0 2 2.89 No. 4 359.92 240.17
Takeoff By: Walsh Estimating (570) 223-7880
Page 9 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
B33 7.50 1.00 2.00 1 No. 9 12''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 7.17 5.34 0.67 0.13 1.67 0.31 2 2 12.51 0 2 0.80 0 0 1.98 No. 9 50.04 170.15
B33 7.50 1.00 2.00 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 7.17 0.60 0.67 0.06 1.67 4.15 0 1 7.77 0 0 0.73 11 1 5.82 No. 4 64.02 42.72
B33 7.50 1.00 2.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 7.17 4.60 0.67 0.06 1.67 0.14 3 2 11.77 0 0 0.73 0 2 1.81 No. 4 70.62 47.12
B34 24.00 1.50 3.00 1 No. 9 6'' Top Length 2.0'' 2.0'' 2.0'' 23.67 8.44 1.17 0.22 2.67 0.50 4 1 32.11 0 1 1.39 0 0 3.17 No. 9 128.44 436.72
B34 24.00 1.50 3.00 1 No. 9 2.5'' Bottom Length 2.0'' 2.0'' 2.0'' 23.67 8.44 1.17 0.22 2.67 0.50 8 1 32.11 0 1 1.39 0 0 3.17 No. 9 256.88 873.44
B34 24.00 1.50 3.00 1 No. 4 6'' Front Face Vertical 2.0'' 2.0'' 2.0'' 23.67 1.97 1.17 0.10 2.67 6.23 0 1 25.64 0 0 1.27 48 1 8.90 No. 4 427.20 285.07
B34 24.00 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 23.67 5.97 1.17 0.10 2.67 0.22 4 2 29.64 0 0 1.27 0 2 2.89 No. 4 237.12 158.23
B35 8.00 1.50 3.00 1 No. 9 6''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 7.67 5.44 1.17 0.22 2.67 0.50 4 2 13.11 0 2 1.39 0 0 3.17 No. 9 104.88 356.61
B35 8.00 1.50 3.00 1 No. 4 6'' Front Face Vertical 2.0'' 2.0'' 2.0'' 7.67 0.64 1.17 0.10 2.67 6.23 0 1 8.31 0 0 1.27 16 1 8.90 No. 4 142.40 95.02
B35 8.00 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 7.67 4.64 1.17 0.10 2.67 0.22 4 2 12.31 0 0 1.27 0 2 2.89 No. 4 98.48 65.72
B36 31.00 1.50 3.00 1 No. 9 3'' Top Length 2.0'' 2.0'' 2.0'' 30.67 9.75 1.17 0.22 2.67 0.50 7 1 40.42 0 1 1.39 0 0 3.17 No. 9 282.94 962.05
B36 31.00 1.50 3.00 1 No. 9 4'' Bottom Length 2.0'' 2.0'' 2.0'' 30.67 9.75 1.17 0.22 2.67 0.50 6 1 40.42 0 1 1.39 0 0 3.17 No. 9 242.52 824.62
B36 31.00 1.50 3.00 1 No. 4 6'' Front Face Vertical 2.0'' 2.0'' 2.0'' 30.67 2.56 1.17 0.10 2.67 6.23 0 1 33.23 0 0 1.27 62 1 8.90 No. 4 551.80 368.22
B36 31.00 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 30.67 6.56 1.17 0.10 2.67 0.22 4 2 37.23 0 0 1.27 0 2 2.89 No. 4 297.84 198.75
B36 45.50 1.50 3.00 1 No. 9 3'' Top Length 2.0'' 2.0'' 2.0'' 45.17 12.47 1.17 0.22 2.67 0.50 7 1 57.64 0 1 1.39 0 0 3.17 No. 9 403.48 1371.91
B36 45.50 1.50 3.00 1 No. 9 4'' Bottom Length 2.0'' 2.0'' 2.0'' 45.17 12.47 1.17 0.22 2.67 0.50 6 1 57.64 0 1 1.39 0 0 3.17 No. 9 345.84 1175.93
B36 45.50 1.50 3.00 1 No. 4 6'' Front Face Vertical 2.0'' 2.0'' 2.0'' 45.17 3.76 1.17 0.10 2.67 6.23 0 1 48.93 0 0 1.27 91 1 8.90 No. 4 809.90 540.45
B36 45.50 1.50 3.00 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 45.17 7.76 1.17 0.10 2.67 0.22 4 2 52.93 0 0 1.27 0 2 2.89 No. 4 423.44 282.56
B37 33.50 1.50 3.50 1 No. 9 3''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 33.17 10.22 1.17 0.22 3.17 0.59 7 2 43.39 0 2 1.39 0 0 3.76 No. 9 607.46 2065.49
B37 33.50 1.50 3.50 1 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 33.17 2.76 1.17 0.10 3.17 6.77 0 1 35.93 0 0 1.27 45 1 9.94 No. 4 447.30 298.48
B37 33.50 1.50 3.50 1 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 33.17 6.76 1.17 0.10 3.17 0.26 4 2 39.93 0 0 1.27 0 2 3.43 No. 4 319.44 213.16
B37 34.50 1.50 3.50 2 No. 9 3''Top and Bottom
Length 2.0'' 2.0'' 2.0'' 34.17 10.41 1.17 0.22 3.17 0.59 7 2 44.58 0 2 1.39 0 0 3.76 No. 9 1,248.24 4244.27
B37 34.50 1.50 3.50 2 No. 4 9'' Front Face Vertical 2.0'' 2.0'' 2.0'' 34.17 2.85 1.17 0.10 3.17 6.77 0 1 37.02 0 0 1.27 47 1 9.94 No. 4 934.36 623.50
B37 34.50 1.50 3.50 2 No. 4 12''Front and
RearHorizontal 2.0'' 2.0'' 2.0'' 34.17 6.85 1.17 0.10 3.17 0.26 4 2 41.02 0 0 1.27 0 2 3.43 No. 4 656.32 437.96
0.00 0.00 0.00 0 No. 0 0'' 0.0'' 0.0'' 0.0'' 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0 0 0.00 0 0 0.00 No. 0 0.00 0.00
____________ __________
Subtotal = 14,799 26,399.64
3rd Floor Slab
3rd Floor Slabone way
slab49.82 88.75 10.34 1.33 1 No. 6 9'' Bottom Width 2.0'' 2.0'' 2.0'' 88.42 13.05 10.01 3.25 1.00 0.13 0 1 101.47 119 1 13.26 0 0 1.13 No. 6 1,577.94 2369.91
3rd Floor Slabone way
slab49.82 88.75 10.34 1.33 1 No. 6 12'' Top Width 2.0'' 2.0'' 2.0'' 88.42 13.05 10.01 3.25 1.00 0.13 0 1 101.47 89 1 13.26 0 0 1.13 No. 6 1,180.14 1772.45
3rd Floor Slabtwo way
slabeast end 49.82 66.00 92.83 1.33 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 65.67 6.84 92.50 9.64 1.00 0.10 93 2 72.51 67 2 102.14 0 0 1.10 No. 5 27,173.62 28342.09
3rd Floor Slabtwo way
slab49.82 19.00 45.00 1.33 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 18.67 1.94 44.67 4.65 1.00 0.10 46 2 20.61 20 2 49.32 0 0 1.10 No. 5 3,868.92 4035.28
3rd Floor Slabtwo way
slabeast
exterior49.49 19.00 59.00 1.33 1 No. 5 12'' Top Each Way 2.0'' 2.0'' 2.0'' 18.67 5.94 58.67 10.11 1.00 0.10 60 1 24.61 20 1 68.78 0 0 1.10 No. 5 2,852.20 2974.84
3rd Floor Slabtwo way
slabeast
exterior49.49 19.00 59.00 1.33 1 No. 6 12'' Bottom Each Way 2.0'' 2.0'' 2.0'' 18.67 6.33 58.67 11.33 1.00 0.13 60 1 25.00 20 1 70.00 0 0 1.13 No. 6 2,900.00 4355.51
3rd Floor Slabtwo way
slabeast
middle49.82 66.00 123.50 1.33 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 65.67 6.84 123.17 12.83 1.00 0.10 124 2 72.51 67 2 136.00 0 0 1.10 No. 5 36,206.48 37763.36
3rd Floor Slabtwo way
slab49.82 44.75 40.00 1.33 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 44.42 4.63 39.67 4.13 1.00 0.10 41 2 49.05 45 2 43.80 0 0 1.10 No. 5 7,964.10 8306.56
3rd Floor Slabtwo way
slabdeduct at
stairs49.82 16.83 7.67 1.33 -1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 16.50 1.72 7.34 0.76 1.00 0.10 8 2 18.22 17 2 8.10 0 0 1.10 No. 5 (566.92) (591.30)
3rd Floor Slabtwo way
slabdeduct at elevator
49.82 7.83 18.00 1.33 -1 No. 5 12''Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 7.50 0.78 17.67 1.84 1.00 0.10 19 2 8.28 8 2 19.51 0 0 1.10 No. 5 (626.80) (653.75)
3rd Floor Slabtwo way
slabmiddle exterior
49.49 44.17 105.50 1.33 1 No. 5 12'' Top Each Way 2.0'' 2.0'' 2.0'' 43.84 8.57 105.17 14.96 1.00 0.10 106 1 52.41 45 1 120.13 0 0 1.10 No. 5 10,961.31 11432.65
3rd Floor Slabtwo way
slabmiddle exterior
49.49 44.17 105.50 1.33 1 No. 6 12'' Bottom Each Way 2.0'' 2.0'' 2.0'' 43.84 9.48 105.17 17.15 1.00 0.13 106 1 53.32 45 1 122.32 0 0 1.13 No. 6 11,156.32 16755.68
3rd Floor Slabtwo way
slabwest
middle49.82 66.00 142.00 1.33 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 65.67 6.84 141.67 14.76 1.00 0.10 143 2 72.51 67 2 156.43 0 0 1.10 No. 5 41,699.48 43492.56
3rd Floor Slabtwo way
slab49.82 19.00 44.00 1.33 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 18.67 1.94 43.67 4.55 1.00 0.10 45 2 20.61 20 2 48.22 0 0 1.10 No. 5 3,783.70 3946.40
3rd Floor Slabtwo way
slabwest
exterior49.49 19.00 105.58 1.33 1 No. 5 12'' Top Each Way 2.0'' 2.0'' 2.0'' 18.67 5.94 105.25 14.96 1.00 0.10 106 1 24.61 20 1 120.21 0 0 1.10 No. 5 5,012.86 5228.41
Takeoff By: Walsh Estimating (570) 223-7880
Page 10 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
3rd Floor Slabtwo way
slabwest
exterior49.49 19.00 105.58 1.33 1 No. 6 12'' Bottom Each Way 2.0'' 2.0'' 2.0'' 18.67 6.33 105.25 17.16 1.00 0.13 106 1 25.00 20 1 122.41 0 0 1.13 No. 6 5,098.20 7656.99
3rd Floor Slabtwo way
slabwest end 49.82 66.00 152.75 1.33 1 No. 5 12''
Top and Bottom
Each Way 2.0'' 2.0'' 2.0'' 65.67 6.84 152.42 15.88 1.00 0.10 153 2 72.51 67 2 168.30 0 0 1.10 No. 5 44,740.26 46664.09
3rd Floor Slab 77 ADD 1.00 7.00 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 7.00 0.88 1.00 0.13 0 1 1.13 2 1 7.88 0 0 1.13 No. 6 15.76 23.67
3rd Floor Slabover
shearwallADD 79.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 79.00 9.88 14.25 1.78 1.00 0.13 0 1 88.88 80 1 16.03 0 0 1.13 No. 6 1,282.40 1926.04
3rd Floor Slabnorth of stairs
ADD 13.00 10.50 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 13.00 1.63 10.50 1.31 1.00 0.13 0 1 14.63 14 1 11.81 0 0 1.13 No. 6 165.34 248.32
3rd Floor Slab ADD 1.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 10.33 1.29 1.00 0.13 0 1 1.13 2 1 11.62 0 0 1.13 No. 6 23.24 34.90
3rd Floor Slabeast of stairs
ADD 9.00 10.33 1.33 2 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.31 10.33 1.51 1.00 0.15 0 1 10.31 10 1 11.84 0 0 1.15 No. 7 236.80 484.04
3rd Floor Slab 84; 66 ADD 2.00 5.50 1.33 2 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 2.00 0.25 5.50 1.69 1.00 0.13 0 1 2.25 3 1 7.19 0 0 1.13 No. 6 43.14 64.79
3rd Floor Slab ADD 16.25 5.00 1.33 3 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 16.25 2.03 5.00 0.63 1.00 0.13 6 1 18.28 0 1 5.63 0 0 1.13 No. 6 329.04 494.19
3rd Floor Slab ADD 15.50 3.00 1.33 3 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 15.50 1.94 3.00 0.38 1.00 0.13 4 1 17.44 0 1 3.38 0 0 1.13 No. 6 209.28 314.32
3rd Floor Slab ADD 16.25 5.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 16.25 2.03 5.00 0.63 1.00 0.13 6 1 18.28 0 1 5.63 0 0 1.13 No. 6 109.68 164.73
3rd Floor Slab ADD 7.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.88 14.25 1.78 1.00 0.13 0 1 7.88 8 1 16.03 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab ADD 16.33 5.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 16.33 2.04 5.00 0.63 1.00 0.13 6 1 18.37 0 1 5.63 0 0 1.13 No. 6 110.22 165.54
3rd Floor Slab ADD 6.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab 61 ADD 15.58 5.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 15.58 1.95 5.00 0.63 1.00 0.13 6 1 17.53 0 1 5.63 0 0 1.13 No. 6 105.18 157.97
3rd Floor Slab 61 ADD 1.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 1.00 0.13 14.25 1.78 1.00 0.13 0 1 1.13 2 1 16.03 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slab ADD 15.00 27.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 15.00 1.88 27.00 3.38 1.00 0.13 28 1 16.88 0 1 30.38 0 0 1.13 No. 6 472.64 709.86
3rd Floor Slab ADD 9.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.25 1.78 1.00 0.13 0 1 10.13 10 1 16.03 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab ADD 9.25 3.00 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 9.25 1.16 3.00 0.38 1.00 0.13 4 1 10.41 0 1 3.38 0 0 1.13 No. 6 41.64 62.54
3rd Floor Slab ADD 15.25 18.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 15.25 1.91 18.00 2.25 1.00 0.13 19 1 17.16 0 1 20.25 0 0 1.13 No. 6 326.04 489.68
3rd Floor Slab ADD 6.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab ADD 14.25 7.00 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 14.25 1.78 7.00 0.88 1.00 0.13 8 1 16.03 0 1 7.88 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab ADD 14.75 27.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.75 1.84 27.00 3.38 1.00 0.13 28 1 16.59 0 1 30.38 0 0 1.13 No. 6 464.52 697.66
3rd Floor Slab ADD 6.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab 55 ADD 2.00 13.17 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 2.00 0.25 13.17 1.65 1.00 0.13 0 1 2.25 3 1 14.82 0 0 1.13 No. 6 44.46 66.77
3rd Floor Slab 57 ADD 9.00 14.17 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.17 1.77 1.00 0.13 0 1 10.13 10 1 15.94 0 0 1.13 No. 6 159.40 239.40
3rd Floor Slab 58 ADD 8.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.25 1.78 1.00 0.13 0 1 9.00 9 1 16.03 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 59 ADD 9.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.25 1.78 1.00 0.13 0 1 10.13 10 1 16.03 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab 60 ADD 10.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 10.00 1.25 14.25 1.78 1.00 0.13 0 1 11.25 11 1 16.03 0 0 1.13 No. 6 176.33 264.83
3rd Floor Slab ADD 10.00 10.33 1.33 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 10.00 1.46 10.33 1.51 1.00 0.15 0 1 11.46 11 1 11.84 0 0 1.15 No. 7 130.24 266.22
3rd Floor Slab ADD 3.00 7.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 3.00 0.38 7.25 0.91 1.00 0.13 0 1 3.38 4 1 8.16 0 0 1.13 No. 6 32.64 49.02
3rd Floor Slab 54 ADD 17.33 14.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 17.33 2.17 14.00 1.75 1.00 0.13 15 1 19.50 0 1 15.75 0 0 1.13 No. 6 292.50 439.31
3rd Floor Slab 54 ADD 1.00 13.17 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 1.00 0.13 13.17 1.65 1.00 0.13 0 1 1.13 2 1 14.82 0 0 1.13 No. 6 29.64 44.52
3rd Floor Slab ADD 7.33 1.00 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 7.33 0.92 1.00 0.13 1.00 0.13 2 1 8.25 0 1 1.13 0 0 1.13 No. 6 16.50 24.78
3rd Floor Slab 1 ADD 17.50 12.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 17.50 2.19 12.00 1.50 1.00 0.13 13 1 19.69 0 1 13.50 0 0 1.13 No. 6 255.97 384.44
3rd Floor Slab 1 ADD 8.00 14.42 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.42 1.80 1.00 0.13 0 1 9.00 9 1 16.22 0 0 1.13 No. 6 145.98 219.25
3rd Floor Slab ADD 1.00 7.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 7.33 0.92 1.00 0.13 0 1 1.13 2 1 8.25 0 0 1.13 No. 6 16.50 24.78
3rd Floor Slab 2 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 2 ADD 6.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab ADD 1.00 7.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 7.33 0.92 1.00 0.13 0 1 1.13 2 1 8.25 0 0 1.13 No. 6 16.50 24.78
3rd Floor Slab 3 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 3 ADD 8.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.25 1.78 1.00 0.13 0 1 9.00 9 1 16.03 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 4; 5 ADD 14.25 9.00 1.33 2 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 9.00 1.13 1.00 0.13 10 1 16.03 0 1 10.13 0 0 1.13 No. 6 320.60 481.51
3rd Floor Slab 4; 5 ADD 9.00 14.25 1.33 2 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.25 1.78 1.00 0.13 0 1 10.13 10 1 16.03 0 0 1.13 No. 6 320.60 481.51
3rd Floor Slab ADD 1.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 10.33 1.29 1.00 0.13 0 1 1.13 2 1 11.62 0 0 1.13 No. 6 23.24 34.90
3rd Floor Slab ADD 4.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 4.00 0.50 10.33 1.29 1.00 0.13 0 1 4.50 5 1 11.62 0 0 1.13 No. 6 58.10 87.26
3rd Floor Slab 6 ADD 14.17 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.17 1.77 8.00 1.00 1.00 0.13 9 1 15.94 0 1 9.00 0 0 1.13 No. 6 143.46 215.46
3rd Floor Slab 6 ADD 9.00 14.25 1.33 1 No. 7 12'' Bottom Width 0.0'' 2.0'' 2.0'' 9.00 1.31 14.25 2.08 1.00 0.15 0 1 10.31 10 1 16.33 0 0 1.15 No. 7 163.30 333.80
3rd Floor Slab ADD 1.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 10.33 1.29 1.00 0.13 0 1 1.13 2 1 11.62 0 0 1.13 No. 6 23.24 34.90
3rd Floor Slab ADD 7.00 10.33 1.33 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 1.02 10.33 1.51 1.00 0.15 0 1 8.02 8 1 11.84 0 0 1.15 No. 7 94.72 193.62
3rd Floor Slab 7 ADD 14.25 10.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 10.00 1.25 1.00 0.13 11 1 16.03 0 1 11.25 0 0 1.13 No. 6 176.33 264.83
3rd Floor Slab 7 ADD 6.00 14.17 1.33 1 No. 7 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.88 14.17 2.07 1.00 0.15 0 1 6.88 7 1 16.24 0 0 1.15 No. 7 113.68 232.37
3rd Floor Slab ADD 6.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab ADD 1.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 10.33 1.29 1.00 0.13 0 1 1.13 2 1 11.62 0 0 1.13 No. 6 23.24 34.90
3rd Floor Slab 8 ADD 14.25 4.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 4.00 0.50 1.00 0.13 5 1 16.03 0 1 4.50 0 0 1.13 No. 6 80.15 120.38
3rd Floor Slab 8 ADD 6.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
Takeoff By: Walsh Estimating (570) 223-7880
Page 11 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
3rd Floor Slab ADD 5.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.63 14.25 1.78 1.00 0.13 0 1 5.63 6 1 16.03 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab ADD 1.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 10.33 1.29 1.00 0.13 0 1 1.13 2 1 11.62 0 0 1.13 No. 6 23.24 34.90
3rd Floor Slab 9 ADD 14.25 5.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 5.00 0.63 1.00 0.13 6 1 16.03 0 1 5.63 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab 9 ADD 6.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab ADD 10.00 14.25 1.33 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 10.00 1.46 14.25 2.08 1.00 0.15 0 1 11.46 11 1 16.33 0 0 1.15 No. 7 179.63 367.18
3rd Floor Slab ADD 1.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 10.33 1.29 1.00 0.13 0 1 1.13 2 1 11.62 0 0 1.13 No. 6 23.24 34.90
3rd Floor Slab 10 ADD 14.25 7.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 7.00 0.88 1.00 0.13 8 1 16.03 0 1 7.88 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 10 ADD 1.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 14.25 1.78 1.00 0.13 0 1 1.13 2 1 16.03 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slabat
shearwallADD 14.00 14.17 1.33 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 14.00 2.04 14.17 2.07 1.00 0.15 0 1 16.04 15 1 16.24 0 0 1.15 No. 7 243.60 497.94
3rd Floor Slab ADD 2.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 2.00 0.25 10.33 1.29 1.00 0.13 0 1 2.25 3 1 11.62 0 0 1.13 No. 6 34.86 52.36
3rd Floor Slab 11 ADD 14.25 1.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 1.00 0.13 1.00 0.13 2 1 16.03 0 1 1.13 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slab 11 ADD 6.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slabat
shearwallADD 19.00 14.17 1.33 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 19.00 2.77 14.17 2.07 1.00 0.15 0 1 21.77 20 1 16.24 0 0 1.15 No. 7 324.80 663.92
3rd Floor Slab ADD 1.00 10.33 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 10.33 1.29 1.00 0.13 0 1 1.13 2 1 11.62 0 0 1.13 No. 6 23.24 34.90
3rd Floor Slab 12 ADD 14.25 3.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 3.00 0.38 1.00 0.13 4 1 16.03 0 1 3.38 0 0 1.13 No. 6 64.12 96.30
3rd Floor Slab 12 ADD 9.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.25 1.78 1.00 0.13 0 1 10.13 10 1 16.03 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab ADD 14.25 1.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 1.00 0.13 1.00 0.13 2 1 16.03 0 1 1.13 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slab ADD 1.00 17.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 17.25 2.16 1.00 0.13 0 1 1.13 2 1 19.41 0 0 1.13 No. 6 38.82 58.30
3rd Floor Slab 71 ADD 8.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.25 1.78 1.00 0.13 0 1 9.00 9 1 16.03 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 75 ADD 3.00 9.58 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 3.00 0.38 9.58 1.20 1.00 0.13 0 1 3.38 4 1 10.78 0 0 1.13 No. 6 43.12 64.76
3rd Floor Slab ADD 8.42 1.00 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 8.42 1.05 1.00 0.13 1.00 0.13 2 1 9.47 0 1 1.13 0 0 1.13 No. 6 18.94 28.45
3rd Floor Slab 53 ADD 16.67 11.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 16.67 2.08 11.00 1.38 1.00 0.13 12 1 18.75 0 1 12.38 0 0 1.13 No. 6 225.00 337.93
3rd Floor Slab 53 ADD 1.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 1.00 0.13 14.25 1.78 1.00 0.13 0 1 1.13 2 1 16.03 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slab 13 ADD 14.17 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.17 1.77 8.00 1.00 1.00 0.13 9 1 15.94 0 1 9.00 0 0 1.13 No. 6 143.46 215.46
3rd Floor Slab 14 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 15 ADD 14.25 6.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 6.00 0.75 1.00 0.13 7 1 16.03 0 1 6.75 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab 16 ADD 14.25 7.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 7.00 0.88 1.00 0.13 8 1 16.03 0 1 7.88 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 17; 18 ADD 14.25 5.00 1.33 2 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 5.00 0.63 1.00 0.13 6 1 16.03 0 1 5.63 0 0 1.13 No. 6 192.36 288.91
3rd Floor Slab 19 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 20; 21 ADD 14.25 3.00 1.33 2 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 3.00 0.38 1.00 0.13 4 1 16.03 0 1 3.38 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 22 ADD 11.08 6.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 11.08 1.39 6.00 0.75 1.00 0.13 7 1 12.47 0 1 6.75 0 0 1.13 No. 6 87.29 131.10
3rd Floor Slab 22 ADD 2.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 2.00 0.25 14.25 1.78 1.00 0.13 0 1 2.25 3 1 16.03 0 0 1.13 No. 6 48.09 72.23
3rd Floor Slab 23 ADD 14.25 1.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 1.00 0.13 1.00 0.13 2 1 16.03 0 1 1.13 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slab 23 ADD 1.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 14.25 1.78 1.00 0.13 0 1 1.13 2 1 16.03 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slab ADD 14.25 1.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 1.00 0.13 1.00 0.13 2 1 16.03 0 1 1.13 0 0 1.13 No. 6 32.06 48.15
3rd Floor Slab ADD 1.00 9.25 1.33 2 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 9.25 1.16 1.00 0.13 0 1 1.13 2 1 10.41 0 0 1.13 No. 6 41.64 62.54
3rd Floor Slab 24 ADD 14.25 12.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 12.00 1.50 1.00 0.13 13 1 16.03 0 1 13.50 0 0 1.13 No. 6 208.39 312.98
3rd Floor Slab 24 ADD 9.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.25 1.78 1.00 0.13 0 1 10.13 10 1 16.03 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab 25 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 25 ADD 6.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab 26 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 26 ADD 7.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.88 14.25 1.78 1.00 0.13 0 1 7.88 8 1 16.03 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 27 ADD 14.25 9.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 9.00 1.13 1.00 0.13 10 1 16.03 0 1 10.13 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab 27 ADD 7.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.88 14.25 1.78 1.00 0.13 0 1 7.88 8 1 16.03 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 28 ADD 14.25 9.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 9.00 1.13 1.00 0.13 10 1 16.03 0 1 10.13 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab 28 ADD 6.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab 29 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 29 ADD 5.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.63 14.25 1.78 1.00 0.13 0 1 5.63 6 1 16.03 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab 30 ADD 14.25 11.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 11.00 1.38 1.00 0.13 12 1 16.03 0 1 12.38 0 0 1.13 No. 6 192.36 288.91
3rd Floor Slab 30 ADD 8.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 8.00 1.00 14.25 1.78 1.00 0.13 0 1 9.00 9 1 16.03 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 31 ADD 14.25 4.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 4.00 0.50 1.00 0.13 5 1 16.03 0 1 4.50 0 0 1.13 No. 6 80.15 120.38
3rd Floor Slab 31 ADD 13.00 14.25 1.33 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 13.00 1.90 14.25 2.08 1.00 0.15 0 1 14.90 14 1 16.33 0 0 1.15 No. 7 228.62 467.32
3rd Floor Slab 32 ADD 14.25 5.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 5.00 0.63 1.00 0.13 6 1 16.03 0 1 5.63 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab 32 ADD 5.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.63 14.25 1.78 1.00 0.13 0 1 5.63 6 1 16.03 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab ADD 14.25 3.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 3.00 0.38 1.00 0.13 4 1 16.03 0 1 3.38 0 0 1.13 No. 6 64.12 96.30
3rd Floor Slab ADD 14.25 7.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 7.00 0.88 1.00 0.13 8 1 16.03 0 1 7.88 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab ADD 2.00 9.00 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 2.00 0.25 9.00 1.13 1.00 0.13 0 1 2.25 3 1 10.13 0 0 1.13 No. 6 30.39 45.64
3rd Floor Slab 74 ADD 5.00 9.83 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 5.00 0.63 9.83 1.23 1.00 0.13 0 1 5.63 6 1 11.06 0 0 1.13 No. 6 66.36 99.67
Takeoff By: Walsh Estimating (570) 223-7880
Page 12 of 26 Three Story Sample Concrete & Rebar Rebar worksheet 1.0 printed 12/21/2016 9:58 AM
REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR • REBAR •
DIMENSIONS REBAR INPUTS REBAR LENGTHS X-WISE REBAR Y-WISE REBAR Z-WISE REBAR REBAR TOTALS
Plan Sheet
DESCRIPTIONGrid
LocationNotes:
Bottom Elevation
Top Elevation
Length Width Height QtyBar Size
Space Location OrientationEdge Clear.
Top Clear.
Bottom Clear.
X X ADD Y Y ADD Z Z ADD PiecesRows or Faces
Long PiecesRows or
FaceLong Pieces
Rows or Face
Long Bar Size Length (LF) Weight (LBS)
3rd Floor Slab 52 ADD 16.50 13.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 16.50 2.06 13.00 1.63 1.00 0.13 14 1 18.56 0 1 14.63 0 0 1.13 No. 6 259.84 390.25
3rd Floor Slab 52 ADD 9.00 17.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 9.00 1.13 17.25 2.16 1.00 0.13 0 1 10.13 10 1 19.41 0 0 1.13 No. 6 194.10 291.52
3rd Floor Slab ADD 12.33 1.00 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 12.33 1.54 1.00 0.13 1.00 0.13 2 1 13.87 0 1 1.13 0 0 1.13 No. 6 27.74 41.66
3rd Floor Slab ADD 9.00 10.67 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 9.00 1.13 10.67 1.33 1.00 0.13 0 1 10.13 10 1 12.00 0 0 1.13 No. 6 120.00 180.23
3rd Floor Slab 51 ADD 14.25 13.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 13.00 1.63 1.00 0.13 14 1 16.03 0 1 14.63 0 0 1.13 No. 6 224.42 337.06
3rd Floor Slab 51 ADD 16.00 18.58 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 16.00 2.00 18.58 2.32 1.00 0.13 0 1 18.00 17 1 20.90 0 0 1.13 No. 6 355.30 533.63
3rd Floor Slab ADD 1.00 8.50 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 1.00 0.13 8.50 1.06 1.00 0.13 0 1 1.13 2 1 9.56 0 0 1.13 No. 6 19.12 28.72
3rd Floor Slab 40 ADD 14.25 13.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 13.00 1.63 1.00 0.13 14 1 16.03 0 1 14.63 0 0 1.13 No. 6 224.42 337.06
3rd Floor Slab 40 ADD 16.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 16.00 2.00 14.25 1.78 1.00 0.13 0 1 18.00 17 1 16.03 0 0 1.13 No. 6 272.51 409.28
3rd Floor Slab 33 ADD 7.92 2.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 7.92 0.99 2.00 0.25 1.00 0.13 3 1 8.91 0 1 2.25 0 0 1.13 No. 6 26.73 40.15
3rd Floor Slab 34 ADD 14.25 9.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 9.00 1.13 1.00 0.13 10 1 16.03 0 1 10.13 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab 34 ADD 6.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 6.00 0.75 14.25 1.78 1.00 0.13 0 1 6.75 7 1 16.03 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab 35 ADD 14.25 9.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 9.00 1.13 1.00 0.13 10 1 16.03 0 1 10.13 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab 35 ADD 7.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.88 14.25 1.78 1.00 0.13 0 1 7.88 8 1 16.03 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 36 ADD 14.25 8.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 8.00 1.00 1.00 0.13 9 1 16.03 0 1 9.00 0 0 1.13 No. 6 144.27 216.68
3rd Floor Slab 36 ADD 7.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 7.00 0.88 14.25 1.78 1.00 0.13 0 1 7.88 8 1 16.03 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 37 ADD 14.25 7.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 7.00 0.88 1.00 0.13 8 1 16.03 0 1 7.88 0 0 1.13 No. 6 128.24 192.60
3rd Floor Slab 37 ADD 5.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.63 14.25 1.78 1.00 0.13 0 1 5.63 6 1 16.03 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab 38 ADD 14.25 6.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 6.00 0.75 1.00 0.13 7 1 16.03 0 1 6.75 0 0 1.13 No. 6 112.21 168.53
3rd Floor Slab 38 ADD 5.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 5.00 0.63 14.25 1.78 1.00 0.13 0 1 5.63 6 1 16.03 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab ADD 11.00 9.00 1.33 1 No. 7 12'' Top Width 0.0'' 2.0'' 2.0'' 11.00 1.60 9.00 1.31 1.00 0.15 0 1 12.60 12 1 10.31 0 0 1.15 No. 7 123.72 252.90
3rd Floor Slab ADD 2.00 9.00 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 2.00 0.25 9.00 1.13 1.00 0.13 0 1 2.25 3 1 10.13 0 0 1.13 No. 6 30.39 45.64
3rd Floor Slab ADD 8.00 9.00 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 8.00 1.00 9.00 1.13 1.00 0.13 0 1 9.00 9 1 10.13 0 0 1.13 No. 6 91.17 136.93
3rd Floor Slab ADD 2.00 9.00 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 2.00 0.25 9.00 1.13 1.00 0.13 0 1 2.25 3 1 10.13 0 0 1.13 No. 6 30.39 45.64
3rd Floor Slab ADD 1.00 12.42 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 1.00 0.13 12.42 1.55 1.00 0.13 13 1 1.13 0 1 13.97 0 0 1.13 No. 6 14.69 22.06
3rd Floor Slab 50 ADD 14.25 4.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 4.00 0.50 1.00 0.13 5 1 16.03 0 1 4.50 0 0 1.13 No. 6 80.15 120.38
3rd Floor Slab 50 ADD 6.00 13.58 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 6.00 0.75 13.58 1.70 1.00 0.13 0 1 6.75 7 1 15.28 0 0 1.13 No. 6 106.96 160.64
3rd Floor Slab ADD 2.00 8.17 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 2.00 0.25 8.17 1.02 1.00 0.13 0 1 2.25 3 1 9.19 0 0 1.13 No. 6 27.57 41.41
3rd Floor Slab ADD 1.00 10.83 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 1.00 0.13 10.83 1.35 1.00 0.13 12 1 1.13 0 1 12.18 0 0 1.13 No. 6 13.56 20.37
3rd Floor Slab at stairs ADD 14.25 3.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 3.00 0.38 1.00 0.13 4 1 16.03 0 1 3.38 0 0 1.13 No. 6 64.12 96.30
3rd Floor Slab at stairs ADD 9.00 14.25 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 9.00 1.13 14.25 1.78 1.00 0.13 0 1 10.13 10 1 16.03 0 0 1.13 No. 6 160.30 240.75
3rd Floor Slab ADD 3.00 16.58 1.33 1 No. 6 12'' Bottom Width 0.0'' 2.0'' 2.0'' 3.00 0.38 16.58 2.07 1.00 0.13 0 1 3.38 4 1 18.65 0 0 1.13 No. 6 74.60 112.04
3rd Floor Slab 42 ADD 14.25 5.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 5.00 0.63 1.00 0.13 6 1 16.03 0 1 5.63 0 0 1.13 No. 6 96.18 144.45
3rd Floor Slab 43; 44; 45 ADD 14.25 7.00 1.33 3 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 7.00 0.88 1.00 0.13 8 1 16.03 0 1 7.88 0 0 1.13 No. 6 384.72 577.81
3rd Floor Slab 46 ADD 14.25 3.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 3.00 0.38 1.00 0.13 4 1 16.03 0 1 3.38 0 0 1.13 No. 6 64.12 96.30
3rd Floor Slab 46 ADD 3.00 12.00 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 3.00 0.38 12.00 1.50 1.00 0.13 0 1 3.38 4 1 13.50 0 0 1.13 No. 6 54.00 81.10
3rd Floor Slab 47 ADD 14.25 2.00 1.33 1 No. 6 12'' Top Length 0.0'' 2.0'' 2.0'' 14.25 1.78 2.00 0.25 1.00 0.13 3 1 16.03 0 1 2.25 0 0 1.13 No. 6 48.09 72.23
3rd Floor Slab 47 ADD 11.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 11.00 1.38 14.25 1.78 1.00 0.13 0 1 12.38 12 1 16.03 0 0 1.13 No. 6 192.36 288.91
3rd Floor Slab ADD 11.50 2.00 1.33 1 No. 6 12'' Bottom Length 0.0'' 2.0'' 2.0'' 11.50 1.44 2.00 0.25 1.00 0.13 3 1 12.94 0 1 2.25 0 0 1.13 No. 6 38.82 58.30
3rd Floor Slab 48 ADD 2.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 2.00 0.25 14.25 1.78 1.00 0.13 0 1 2.25 3 1 16.03 0 0 1.13 No. 6 48.09 72.23
3rd Floor Slab 49 ADD 1.00 14.25 1.33 1 No. 6 12'' Top Width 0.0'' 2.0'' 2.0'' 1.00 0.13 14.25 1.78 1.00 0.13 0 1 1.13 2 1 16.03 0 0 1.13 No. 6 32.06 48.15____________ __________
Subtotal = 224,713 254,482.90
____________ __________
TOTALS 644,489 687,804.77
REBAR SUMMATION
3 34,888 lf 13,093.54 `
4 106,099 lf 70,799.65
5 458,516 lf 478,232.06
6 48,857 lf 73,378.76
7 33,225 lf 67,915.17
8 25,714 lf 68,655.33
9 16,870 lf 57,361.23
Pounds = 829,435.74
Takeoff By: Walsh Estimating (570) 223-7880