HomeMy WebLinkAboutProject - Lummus Landing DockCity of Miami
Capital Improvement Program
PROJECT : Lummus Landing
Project No. • '30 6 q 3
Date: 12/28/2010
SUMMARY OF QUANTITIES
Item
Unit
T Quantity
Unit Cost
2010
Total Cost
Regular Excavation
Regular Excavation
Area Sidewalk = 4718 x0.5= 2359 CF
Area lateral footing 2(0.5x1.17x729) = 852.93 CF = 4305.43 CF/27= 159.46
Additional area deck 3 x 0.5 x729 =1093.5 CF
CY
186.62
$ 3.24
$ 604.65
Loading 186.62 CYx 1.25
CY
233.28
$ 2.74
$ 639.19
For Quantities >50 to 250
CY
233.28
$ 0.69
$ 160.96
Hauling in Paved road, first 15 miles 233.28 CY x 15=1055.06
CYM
3499.13
$ 0.54
$ 1,889.53
Base -
6" Base courses for sidewalks (asphalt or Concrete).
Includes material, hauling up to 15 miles, dumping, spreading, grading, compacting
and watering. (3x729=2187SF)+4718+(2.5x729=1822.5) -
SF
8727.50
$ 1.10
$ 9,600.25
Concrete
City of Miami, Straight 4" Cast in Place concrete Sidewalk. Included finish grading,
delivery concrete by chute, formwork, 1/4" radius joint and edges, control joint,
expansion joint screed, Includes, miscellaneous excavation, base, and base
compactation.
SF
4718.00
--
$ 3.63
$ 17,126.34
Concrete Footer 8" x 18" x 729 Lf with 4# 5 Continous.
Bellow grade Foundation Formwork wood 2x(729x0.67)=976.86 SF
SF
976.86
2.79
$ 2,725.44
For quantities < 1000, ADD 0.47
SF
976.86
0.47
$ 459.12
Steel Concrete Reinforded 4 #5 x729 ft x1.043 lbs/ft/2000 lbs
TON
1.52
1506.01
$ 2,289.14
Poor continuos Footing, Concrete Pump, 3000 PSI Concrete 0.67x1.5x729
CY
27.14
114.63
_
$ 3,111.06
For 3500 PSI Add
CY
27.14
4.63
$ 125.66
Item
Unit
T Quantity
Unit Cost
2010
Total Cost
For Quantities > 20 to 50 , ADD 3.29
CY
27.14
3.29
$ 89.29
Option 2 Repair Retain Wall
Section 9"x 24" Cap Lave' w/Adjacent Wall Dowell & Epoxy (2) #5 6" into existing @
18" O.C. AD (2) #5 Continuos 55 LF
Wall Wood Form Work 10" x 55Lf x 2 = 91.67 SF use 92
SF
92.00
4.75
$ 437.00
For Quantities < 1000, Add 0.85
SF
92.00
0.85
$ 78.20
Extraight Dowells, 5/8" Diameter x 24" Long Reinforced Dowell 55/1.5=+/- 36.67 use
38 Dowells 6" x 18" @ 18" (2) #5
EA
38.00
1.91
$ 72.58
3/4" diameter Drilling in concrete per in of depth===>18x 38 = 684 in
IN
684.00
1.6
$ 1,094.40
Epoxy Injection, up to 1/4" wide LF 38 x 18" = =57 LF
LF
57.00
18.43
_
$ 1,050.51
For Installation in Existing Concrete, Vertical
EA
38.00
0.94
$ 35.72
Delivery fee for Concrete Purchases Less than 8 CY
EA
1.00
125
_
$ 125.00
Poor Concrete Walls , Concrete Pump, 3000 PSI Concrete 0.75x1.5x55
CY
3.06
176.42
$ 539.85
For 4000 PSI Add
CY
3.06
7.97
$ 24.39
For Quantities up to 20 to , ADD 33.50
CY
3.06
33.5
$ 102.51
Piles in the River
Wood Shoring, 20' deep excavation, Pull and Salvage
CCA Piles - Cost Included mobilization, transportation, pile, setup, installation Pile
Toad and and desmobilization. 20-25 FT. $58.76 VLF 25 If x 28 piles=700 If
VLF
700.00
$ 58.76
$ 41,132.00
For Water driven Piles , add 13.16x 700=
VLF
700.00
$ 13.16
$ 9,212.00
4 (3) Pile Dolphin Cluster - CCA Piles - Cost Included mobilization, transportation,
pile, setup, installation Pile Toad and and desmobilization. 20-25 FT. $58.76 VLF 25 If
x 14 piles=700 If
VLF
350.00
$ 58.76
$ 20,566.00
For Water driven Piles, add 13.16x 300
VLF
300.00
$ 13.16
$ 3,948.00
Construction Marine Dock
_
4"x4"x8' Wood fender Connected @8' EA==>91 Uds.
LF
729.00
$ 9.44
$ 6,881.76
2"x8" Facia 729 LF Length
LF
729.00
$ 9.89
$ 7,209.81
2"x8" Facia 283 LF Length additional after ramp
LF
283.00
$ 9.89
$ 2,798.87
2"x12" Facia 729 LF Length
LF
729.00
$ 16.67
$ 12,152.43
Item
Unit
T Quantity
Unit Cost
2010
Total Cost
3"x12" PT Joists (2x12==.16.67 LF) 729 If x 2 =1458 If
LF
1458.00
$ 16.67
$ 24,304.86
3"x12" PT Joists (2x12==.16.67 LF) 283 If x 2 =566 If Length additional after ramp
LF
566.00
$ 16.67
$ 9,435.22
3"x 8" Joists
LF
729.00
$ 21.00
$ 15,309.00
3"x8" PT Wood Stringer @18" EA (8.5' + 6.5')=15 LF EA width ==> (729 IF /15 If
W= 486 EA) 486 EA x15 Lf = 7290 LF
LF
7290.00
$ 21.00
$ 153,090.00
2"x6" Paliope "IPE" Decking W/1/2" spacing
15 Lf Width/ 6" = 30 EA ==> 30EA x 729 LF length = 21870 LF
LF
21870.00
$ 6.64
$ 145,216.80
1--- 3/4" x 6" S.S. @ 8' Thru Bolts Nuts Washers 3.7 +N 0.23
EA
91.00
$ 3.93
$ 357.63
3--- 3/4" x 18" S.S. Thru Bolts Nuts Washers 3.85+NO.23+W
729 / 8= 91 Ea x3 = 273
EA
273.00
$ 4.08
$ 1,113.84
3--- 3/4" x 18" S.S. Thru Bolts Nuts Washers 3.85+NO.23+W
Additional 283 / 8= 35 EA after Ramp
EA
35.00
$ 4.08
$ 142.80
Shank Nails 3EA @18"=10Lf/18" = 7x3Ea=21EAx1679=35259 E, 3" EA 35259/1000 x
EA Box= +/-36Box
EA
36.00
$ 174.60
$ 6,285.60
2"x 2"x1/4" ,90 Degree,angle Stainless steel 486 x 2 = 972
EA
972.00
$ 10.05
$ 9,768.60
2"x8"x16' EA Recycled Wood Ledger . 729 If /16=45.56 x 2 sides= 91.13==>92 EA x 16
If = 1472 LF
LF
1472.00
6.85
$ 10,083.20
Prefabricated ladder
Type DH 5L - 5 Step Straight Ladder
EA
21.00
$ 164.95
$ 3,463.95
Fire Cabinet
Fire Cabinet Concrete Support
Included: Concrete Path 6"x22"50" 3.82 CF==> 0.14CY per EA Path x 94.07=13.17
General Excavation base in concrete Vol. 0.14 CY EA x 18.0=2.52 Reinforcing
10 #2 use 0.1671bs x If==>30.5 If x 0.167=5.09Ibsx 0.7=8.03 1/2" Bitumen Mineral
Fiber Board
EA
9.00
23.72
$ 213.48
Cabinet for 1-1/2" x 100' Fire Hose
EA
9.00
466.28
$ 4,196.52
10 Lbs Fire Extinguisher
EA
9.00
106.27
$ 956.43
1-1/2" Cotton Fire Hose, 400# W/ 1-1/2" Rubber living without coupling Lf 1.60==>
100lf 160.00
EA
9.00
160.00
$ 1,440.00
Item
Unit
T Quantity
Unit Cost
2010
Total Cost
8"x4" TEE x 4" GV
EA
9.00
390.72
$ 3,516.48
Lighting
Lighting Poles Acrylic Acorn 175W 15' Washington -- From FPL (Inside of Park)
EA
28.00
$ 8,328.53
$ 233,198.84
5' Diameter Concrete Base for Pole
Includes drilling in earth, rebar, bolt, forms for exposed base, bolts
and concrete.
EA
28.00
$ 145.51
$ 4,074.28
Construction Sanitary System Connection to the existing system
Sanitary Pump Type Keco Model 70 W/1/2HP 60Hz, 240volts w/30' suction Hose
EA
1.00
7882.33
$ 7,882.33
1Hp, up to 100 GPM sewage Pump, vertical non clog
EA
1.00
$ 9,254.03
$ 9,254.03
6" PVC SS Includes: labor 3.56, Equipment 0.11 ,Material 4.71
LF
26.00
$ 8.38
$ 217.88
6"x6" Wye Standard PVC, schedule 40
EA
2.00
$ 74.51
$ 149.02
8"x8" Wye Standard PVC, schedule 40
EA
2.00
$ 93.29
$ 186.58
8" PVC SS Includes Labor 4.35,Equip. 0.15,Materilal 9.35
LF
39.00
$ 14.25
$ 555.75
6" PVC Clean Out
EA
3.00
$ 190.67
$ 572.01
Sanitary Manhole Type A Includes, 4' depth MH, cone, Excavation, backfill,
compactation, handwork, frame, cover, two courses of bricks, and one pipe
connection
EA
1.00
$ 2,360.15
$ 2,360.15
4" DIP SS includes labor 1.05, material 9.09, Equipment 1.49
LF
51.00
$ 11.63
$ 593.13
Pollution Control
6' hight Turbidity Curtain
LF
1200.00
$ 16.19
$ 19,428.00
Sub- Total
$ 813,648.06
Mobilization @ 20%
L.S.
1.00
$ 162,729.61
Contingency @ 20%
$ 162,729.61
Total
$ 1,139,
107.28
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