Date post: | 27-Jul-2015 |
Category: |
Documents |
Upload: | shiraziadam |
View: | 399 times |
Download: | 1 times |
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