On Grade Beam?

Location Caisson Type DiameterFin. Floor Elevation

Grade Beam + Finish Floor 

Proposed Bottom of Caisson

Elevation Difference

Concrete Needed in CY

 Price Per  Vertical LF 

 TOTAL COST Per Caisson 

Y E/F A 2.5 1136 3.67 1116 16.33 3.12 67.50$           1,102.50$          Y F‐1 C 3.5 1136 3.67 1116 16.33 5.82 127.00$        2,074.33$         

F‐2 B 3 1136 3.67 1118 14.33 3.75 86.50$          1,239.83$         F‐3 B 3 1136 3.67 1118 14.33 3.75 86.50$          1,239.83$         F‐4 B 3 1136 3.67 1120 12.33 3.23 86.50$          1,066.83$         F‐5 B 3 1136 3.67 1122 10.33 2.70 86.50$          893.83$            

Y F‐6 C 3.5 1136 3.67 1123 9.33 3.32 127.00$        1,185.33$         Y G‐1 C 3.5 1136 3.67 1115 17.33 6.17 127.00$        2,201.33$         

G‐2 B 3 1136 3.67 1118 14.33 3.75 86.50$          1,239.83$         G‐3 B 3 1136 3.67 1119 13.33 3.49 86.50$          1,153.33$         G‐4 C 3.5 1136 3.67 1120 12.33 4.39 127.00$        1,566.33$         G‐5 C 3.5 1136 3.67 1122 10.33 3.68 127.00$        1,312.33$         

Y G‐6 C 3.5 1136 3.67 1122 10.33 3.68 127.00$        1,312.33$         Y H‐1 C 3.5 1136 3.67 1113 19.33 6.89 127.00$        2,455.33$         

H.1‐2 B 3 1136 3.67 1116 16.33 4.27 86.50$          1,412.83$         H.1‐3 B 3 1136 3.67 1118 14.33 3.75 86.50$          1,239.83$         H.1‐4 B 4 1136 3.67 1119 13.33 6.20 86.50$          1,153.33$         H.1‐5 B 5 1136 3.67 1120 12.33 8.96 86.50$          1,066.83$         

Y H.1‐6 C 3.5 1136 3.67 1120 12.33 4.39 127.00$        1,566.33$         Y H.1‐7 C 3.5 1136 3.67 1120 12.33 4.39 127.00$        1,566.33$         Y H.1‐9 C 3.5 1136 3.67 1120 12.33 4.39 127.00$        1,566.33$         Y J‐1 C 3.5 1136 3.67 1112 20.33 7.24 127.00$        2,582.33$         

J‐2 B 3 1136 3.67 1113 19.33 5.06 86.50$          1,672.33$         J‐3 B 3 1136 3.67 1116 16.33 4.27 86.50$          1,412.83$         J‐4 B 3 1136 3.67 1118 14.33 3.75 86.50$          1,239.83$         J‐5 B 3 1136 3.67 1119 13.33 3.49 86.50$          1,153.33$         J‐6 B 3 1136 3.67 1119 13.33 3.49 86.50$          1,153.33$         J‐7 B 3 1136 3.67 1119 13.33 3.49 86.50$          1,153.33$         

Y J‐9 B 3 1136 3.67 1120 12.33 3.23 86.50$          1,066.83$         Y J.7‐9 C 3.5 1136 3.67 1120 12.33 4.39 127.00$        1,566.33$         Y K‐8 C 3.5 1136 3.67 1119 13.33 4.75 127.00$        1,693.33$         Y K‐7 C 3.5 1136 3.67 1119 13.33 4.75 127.00$        1,693.33$         Y K‐6 C 3.5 1136 3.67 1118 14.33 5.10 127.00$        1,820.33$         Y K‐5 C 3.5 1136 3.67 1116 16.33 5.82 127.00$        2,074.33$         Y K‐4 C 3.5 1136 3.67 1114 18.33 6.53 127.00$        2,328.33$         

Y K‐3 C 3.5 1136 3.67 1112 20.33 7.24 127.00$        2,582.33$         Y K‐2 C 3.5 1136 3.67 1111 21.33 7.60 127.00$        2,709.33$         Y K‐1 C 3.5 1136 3.67 1110 22.33 7.95 127.00$        2,836.33$         

182 60,353.33$       CY TOTAL 

Width Height LF Concrete in CY Cost Per LF TOTAL Waste1.34 3 337 52.7 21.25$                    1,119.54$        5%

52.7 100.00$                  5,268.43$        5%TOTAL 6,387.98$       

SFCA Cost per SFCA TOTAL Waste3 337 1061.55 6.50$                       6,900.08$        5%

TOTAL 6,900.08$       

Top & Bottom Ties, Full Len. Side Reinf. Tons Cost per Ton Total Waste3 ‐ #8 #4 @ 12" 2 ‐ #52.97 0.38 0.87 4.22 1,000.00$               4,220.00$       

TOTAL  4,220.00$       

TOTAL 17,508.05$    

Width Height LF Concrete in CY Cost Per LF TOTAL Waste

already included 10%

with 5 % waste

Rebar

Conc. Materials Delivered

Form Work

Grade Beam

Grade Beam

Placing Conc.

Wall Footing 1

Footing & Wall

3 1 27 3.21 21.25$                    68.21$             7%1 2 27 2.14 21.25$                    45.48$             7%3 2.5 27 8.03 21.25$                    170.53$           7%

13.4 100.00$                  1,337.50$       TOTAL 1,621.72$       

SFCA Cost per SFCA TOTAL Waste1 27 57.78 6.50$                       375.57$           7%2 27 115.56 7.50$                       866.70$           7%

TOTAL 1,242.27$       

Cont. Ties Tons Cost per Ton Total4‐ #5 Cont.

0.07 0.04 0.11 1,000.00$               110.00$          6 ‐ #5 cont.

0.1 0.5 0.6 1,000.00$               600.00$          TOTAL  710.00$          

TOTAL 3,683.99$       

Includes 10% Waste

Includes 10% Waste

Rebar

Placing Conc.

#5, 2x6 @ 1' o.cFooting

Wall Found2‐ Dwls @1' o.c

Form Work

Placing Conc.

Conc. Materials Delivered

Form Work

Placing Conc.

SLAB ON GRADE INTERIORSF Height total CY price per cy TOTAL

9196 0.42 150 ‐$                          ‐$                 lf price per lf419 ‐$                          ‐$                 SF Height Total Tons Price per ton Total

9196 0.42 186

price per unit160 CY 300 48,000.00$            

TOTAL 48,000.00$           

Item QTY unit unit price Total wasteBollards 6 ea 200.00$         1,200.00$      

Side Walks 3604 sf 15.00$           54,054.00$     5%1 ea 300.00$         300.00$         

159.6 CY 600.00$         95,760.00$     5%TOTAL 151,314.00$ 

301,941.41$         

Elevated Roof Slab

TOTAL CONCRETE

Slab on GRADE

Expansion Joint

Light Fixture

Description5" Slab on Grade

Wire Mesh 6x6 w2.15" GravelDescription

Grade Beam 1 337 LF

WF1 25 LF

Casson C 21 EA

Casson A 1 EA

SOG 142 CY

Casson B 16 EA

01_01_S1 (46% of Scale); Move and Expand Altoona; Projects 10 v1.0; 6/15/2011 02:50 PM

7' 8"

Sidewalk 3,432 SF

Sidewalk 35 LF

1-1-L1 (28% of Scale); Move and Expand Altoona; Projects 10 v1.0; 6/16/2011 08:45 AM

Elevated Slab 152 CY

01_01_S2 (28% of Scale); Move and Expand Altoona; Projects 10 v1.0; 6/16/2011 08:49 AM