11555 HERON BAY BLVD * SUITE 200 * CORAL SPRINGS, FL 33076 P.954.600.4646 * F.954.827.0911
September 9, 2011
Seth Cheever Stiles Construction 301 East Las Olas Blvd Fort Lauderdale, FL 33301 Phone: 954-657-9196 Fax: 954-627-9348 RE: Publix # 1382 6876 Collins Avenue, Miami, Florida 33141 Mr. Cheever, Upon review of the Structural drawings, dated 1/11/2011, as prepared by Blaney Engineering Inc, for the above referenced project, Atlantic Bay Partners presents the following pricing to provide concrete construction services.
Atlantic Bay Partners shall provide the materials, formwork, and placing labor, as required, to perform the following construction services:
SCOPE OF WORK
1. Excavate, fine grade, form, and pour foundations. 2. Form and pour concrete columns and tie columns from top of footings as shown in the
structural drawings. 3. Supply and install masonry stem walls and grout solid as shown on plans. 4. Backfill foundation spoils as required. 5. Fine grade slabs on grade from compacted sub grade at +/- .1’ provided by others. 6. Slab on grade edge forms, vapor barriers and slab on grade expansion joints including
furnishing and installing of "blackboard" expansion joint material (excluding pre-manufactured expansion joint assemblies).
7. Provide soil poisoning below slab on grade only. 8. Provide labor only
9. Supply and install mesh as required for slab on grade.
to layout and install all embedded items. Materials and approved shop drawings supplied by others. MEP inserts provided and installed by respective contractors.
10. Form and pour slab on grade. 11. Scaffold as required for masonry lifts. 12. Supply and install 46,000SF of masonry walls. 13. Supply and install masonry bond beams, lintels, and sills as required. 14. Form and pour all concrete tie beams and beams as shown in the structural drawings.
Page 2 of 4 Publix #1382 September 9, 2011
11555 HERON BAY BLVD * SUITE 200 * CORAL SPRINGS, FL 33076 P.954.600.4646 * F.954.827.0911
15. Pump, place and finish 4.75” PSI slabs and concrete fill on metal pan decks. (Furnish and
install of misc. metals by others.) 16. All formwork accessories for included scope. 17. All cleanup to on site dumpster provided by others for removal by others. 18. All temporary safety barriers and protection at the active formed level. 19. Assist the concrete testing agency as required. 20. All shop drawings and submittals. 21. All sales and use tax. 22. All business permits per local regulations. Building permits and inspection fees shall be by
others. 23. All warranties and guarantees. 24. Layout for Atlantic Bay Partners scope of work. Atlantic Bay Partners shall be provided
sufficient bench marks, reference points, elevations, and control lines at the outset of the project.
25. Supply and install ready-mix concrete. 26. Supply and install reinforcing steel (_343 27. Supply and install wire mesh at locations defined in structural drawings.
_ tons) for cast in place concrete.
28. Supply and install grout for infill cells as shown in the structural drawings. 29. Form and pour tie columns, tie beams, and lintels as shown in structural drawings or as
detailed in general notes. 30. Include control joints (sawcuts) at SOG. 31. Concrete pumping. 32. Hoisting as required. 33. Temporary access for our scope only. 34. Supply and install masonry parapets, and concrete caps above as required. 35. Pour metal pan stairs as required. 36. Concrete and masonry as per structural drawings. 37. Supply and install masonry walls, grout as required. 38. Form sides of soffit beam and beams between joists as required. 39. Form wet slabs and wet beams as required. 40. Water stops as shown in wall details. 41. Specifications / Project Manual documents. 42. Membrane curing for all horizontal surfaces. 43. Freeze protection admixture as mentioned in 2.2.5 Admixtures specification section. 44. Supply and install plate dowels in the slab on grade as required. 45. Supply and install weld reinforcing as mentioned in detail 1/S6.8. 46. Shake on Hardeners as shown on sheet A-1A.2. 47. Monument sign foundation and pier as shown in the RFI. 48. Furnish and install Stego Wrap or as equal 15Mil vapor barrier. 49. Includes boom lift for punch out access to knock off loose fins and patch tie holes as
required. 50. Flat slab requirements and tolerances. 51. Furnish and install precast joist per drawings and specifications. 52. Furnish and install Halfen Anchors as specified. 53. Form and pour (2) 5.17’ x 1.67’ x 1.33’ piers under exterior framing, sheathing, stucco at
west elevation (along west elevation, in the center). 54. Form and pour (2) 12” diameter x 2.5’ piers under dumpster gate posts (in the south east
corner). 55. Form and pour janitors mop basin at interior back of house in Publix, as shown on detail
1/A-18.
Page 3 of 4 Publix #1382 September 9, 2011
11555 HERON BAY BLVD * SUITE 200 * CORAL SPRINGS, FL 33076 P.954.600.4646 * F.954.827.0911
56. Trade Summaries. B. The following items of work are specifically excluded.
EXCLUSIONS
1. Prevailing wages. 2. Supply or install of foundation flood vents. 3. Water supply to building for wet curing. Water to be furnished to active framed level. 4. Catch basin at truck dock. 5. Supply and installation of the precast joists or soffit beams. 6. Any work not shown on the structural documents or outside building footprint (i.e.,
sidewalks, curbs, gutters, site retaining walls, concrete pavers, bench seating, etc.) unless specifically mentioned above.
7. FDOT concrete curbs outside the footprint. 8. Excludes furnish and install of structural steel members, light gage steel members, metal
stairs, and other division 5 metals. 9. Site roads and staging areas. These are to be provided and maintained by others. 10. Site dewatering, and/or well pointing. 11. Unsuitable soils/materials removal or handling. 12. Furnish and service sanitary facilities. 13. Off-site police traffic control. On site flagman control is by Atlantic Bay Partners. 14. Jobsite security (fencing, barricades, walkways, etc.) 15. Furnish embeds, base plates, hand rail sleeves, nosings, etc.; layout and placing
drawings by others. 16. Permits. 17. Electrical power consumption or supply. 18. Furnish anchor bolts and similar fasteners. 19. Concrete testing or payment of same unless due to cause or failure of Subcontractor’s
work. 20. Top of slab depressions not shown on structural drawings. 21. Threshold inspection fees unless due to failure of Subcontractor’s work. 22. Hardscape of any type. Unless specifically noted in Trade Summary or mentioned
above. 23. Rubbing of concrete, unless due to our error. All finishes are as cast, with tie holes
patched. 24. Joint sealants and waterproofing of any kind. 25. Employee parking area and bussing to and from. 26. All concrete poles, post foundations for bollards27. Concrete paving.
, signs, gates, flagpoles, etc…
28. Any waterproofing (e.g. elevator pits, foundations, basement walls, etc.) 29. Composite cleanup crew. 30. All curing of formed surfaces31. Galvanized welded wire mesh.
. (Top of slabs & foundations are included above.)
32. Export and/or import of fill material and movement of the same.
Page 4 of 4 Publix #1382 September 9, 2011
11555 HERON BAY BLVD * SUITE 200 * CORAL SPRINGS, FL 33076 P.954.600.4646 * F.954.827.0911
C.
SPECIFIC PROVISIONS
1. Concrete surfaces is based on forming flush concrete surfaces to ACI 347, Class “B” standards (1/4” abrupt).
2. Class “A” concrete for any exposed surfaces as required by specifications. 3. Atlantic Bay Partners shall dispose of all jobsite debris in dumpsters provided by the
Contractor. 4. Atlantic Bay Partners shall invoice monthly based on the percent complete to date less
10% retainage, until Atlantic Bay Partners reaches 50% completion, at which time no further retention shall be withheld (effective 5% at substantial completion). Retainage shall be due within thirty (30) days of completion of our portion of the work. No retainage shall be withheld on permanent materials.
5. The necessary power (110 volt, with ground fault interruption) will be furnished to us without charge, for the operation of power tools at the working level. Water for cleaning tools and equipment at a tap near the building will be furnished to Atlantic Bay Partners without charge. General Contractor shall supply drinking water and sanitary facilities at the working level.
6. A roadway shall be furnished and maintained (by others), such that trucks have access to, and away from the building under their own power.
7. This proposal is based on a mutually agreed upon schedule.
PRICING-
PROJECT TOTAL - $2,508,000.00
PAYMENT & PERFORMANCE BOND - $42,200.00
CONTRACT TOTAL - $2,550,000.00
Should you have and questions regarding our scope of work, please give me a call at 786-718-8988. We look forward to the opportunity of working with your team in the successful completion of this project. Sincerely, Alexander Fournaris
PUBLIX #1382 PROPOSED POUR BREAKS
SCHEDULE DEC. 14, 2011
DEC. 14, 2011PREPARED BY: ATF ATLANTIC BAY BUILDERS 1 OF 2
PUBLIX #1382 PROPOSED POUR BREAKS
SCHEDULE DEC. 14, 2011
DEC. 14, 2011PREPARED BY: ATF ATLANTIC BAY BUILDERS 2 OF 2
ID Task Name Duration Start Finish
1 PUBLIX #1382 109 days Mon 12/5/11 Mon 5/7/12
2 FOUNDATIONS 25 days Mon 12/5/11 Tue 1/10/12
3 PUBLIX BOX FDNS 25 days Mon 12/5/11 Tue 1/10/12
4 Mobilization 0 days Mon 12/5/11 Mon 12/5/11
5 Batter Boards & Layout 4 days Mon 12/5/11 Thu 12/8/11
6 Excavation (Track Hoe & Lo 7 days Tue 12/6/11 Wed 12/14/11
7 Fine Grade Bottoms 5 days Thu 12/8/11 Wed 12/14/11
8 Form (4600 SF) 6 days Fri 12/9/11 Fri 12/16/11
9 Rebar (+/-25 TNS) 4 days Wed 12/14/11 Mon 12/19/11
10 Templates (26 Col.& 689 LF 2 days Mon 12/19/11 Tue 12/20/11
11 Dowels 2 days Tue 12/20/11 Wed 12/21/11
12 Pour 1 day Thu 12/22/11 Thu 12/22/11
13 Strip Forms 3 days Fri 12/23/11 Wed 12/28/11
14 First Lift of Vertical 11 days Fri 12/23/11 Tue 1/10/12
15 EQUIPMENT 60 days Tue 12/27/11 Tue 3/20/12
16 90TN HYDRO 21 days Tue 12/27/11 Wed 1/25/12
17 275TN CRAWLER LJ 22 days Mon 1/23/12 Tue 2/21/12
18 90TN HYDRO 24 days Thu 2/16/12 Tue 3/20/12
19 ELEVATED SLABS 54 days Thu 1/5/12 Tue 3/20/12
20 Pour 1 - Level 2 (21,300 SF) 18 days Thu 1/5/12 Mon 1/30/12
21 Set Scaffold 4 days Thu 1/5/12 Tue 1/10/12
22 Set Joist 4 days Wed 1/11/12 Mon 1/16/12
23 Decking 3 days Fri 1/13/12 Tue 1/17/12
24 Form Beamsides 3 days Tue 1/17/12 Thu 1/19/12
25 Rebar/Mep 4 days Tue 1/17/12 Fri 1/20/12
26 Pour 1 day Mon 1/23/12 Mon 1/23/12
27 Vertical 5 days Tue 1/24/12 Mon 1/30/12
28 Pour 2 - Level 2 (20,141 SF) 18 days Wed 1/11/12 Fri 2/3/12
29 Set Scaffold 4 days Wed 1/11/12 Mon 1/16/12
30 Set Joist 4 days Tue 1/17/12 Fri 1/20/12
31 Decking 3 days Thu 1/19/12 Mon 1/23/12
32 Form Beamsides 3 days Mon 1/23/12 Wed 1/25/12
33 Rebar/Mep 4 days Mon 1/23/12 Thu 1/26/12
34 Pour 1 day Fri 1/27/12 Fri 1/27/12
35 Vertical 5 days Mon 1/30/12 Fri 2/3/12
36 Pour 3 - Roof Level (21,500 SF 19 days Mon 1/30/12 Thu 2/23/12
37 Set Scaffold 4 days Mon 1/30/12 Thu 2/2/12
38 Set Joist 4 days Fri 2/3/12 Wed 2/8/12
39 Decking 3 days Wed 2/8/12 Fri 2/10/12
40 Form Beamsides 2 days Fri 2/10/12 Mon 2/13/12
41 Rebar/Mep 3 days Mon 2/13/12 Wed 2/15/12
42 Pour 1 day Thu 2/16/12 Thu 2/16/12
43 Vertical 5 days Fri 2/17/12 Thu 2/23/12
44 Pour 4 - Roof Level (20,000 SF 19 days Fri 2/3/12 Wed 2/29/12
45 Set Scaffold 4 days Fri 2/3/12 Wed 2/8/12
46 Set Joist 4 days Thu 2/9/12 Tue 2/14/12
47 Decking 3 days Mon 2/13/12 Wed 2/15/12
48 Form Beamsides 2 days Wed 2/15/12 Thu 2/16/12
49 Rebar/Mep 4 days Thu 2/16/12 Tue 2/21/12
50 Pour 1 day Wed 2/22/12 Wed 2/22/12
51 Vertical 5 days Thu 2/23/12 Wed 2/29/12
52 Pour 5 - Level 2 (4,500 SF) 12 days Thu 2/16/12 Fri 3/2/12
53 Set Scaffold 2 days Thu 2/16/12 Fri 2/17/12
54 Set Joist 1 day Mon 2/20/12 Mon 2/20/12
55 Decking 1 day Tue 2/21/12 Tue 2/21/12
56 Form Beamsides 1 day Wed 2/22/12 Wed 2/22/12
57 Rebar/Mep 2 days Thu 2/23/12 Fri 2/24/12
58 Pour 1 day Mon 2/27/12 Mon 2/27/12
12/5
Excavation (Track Hoe & Loader 108CYDS/DAY)
Fine Grade (3 Men @ 50SF/Hour)
Form (10 men @ 9SF/Man Hour)
Rebar (10 Men @ 1200Lbs/Man day)
Templates (75 Man Hours w/ 5 Men)
Set Dowels (8 Rodbusters 1000Lbs/8hr day)
Pour (4.2CYD/MH = 13 Men)
Strip Forms
Vertical
90TN HYDRO
275TN CRAWLER LJ
90TN HYDRO
Set Scaffold
Set Joist
Decking
Form Beamsides
Rebar/Mep
Pour 16400SF
Vertical
Set Scaffold
Set Joist
Decking
Form Beamsides
Rebar/Mep
Pour 16000SF
Vertical
Set Scaffold
Set Joist
Decking
Form Beamsides
Rebar/Mep
Pour
Vertical
Set Scaffold
Set Joist
Decking
Form Beamsides
Rebar/Mep
Pour
Vertical
Set Scaffold
Set Joist
Decking
Form Beamsides
Rebar/Mep
Pour
T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T/11 12/4/11 12/11/11 12/18/11 12/25/11 1/1/12 1/8/12 1/15/12 1/22/12 1/29/12 2/5/12 2/12/12 2/19/12 2/26/12 3/4/12 3/11/12 3/18/12 3/25/12 4/1/12 4/8/12 4/15/12 4/22/12 4/29/12 5/6/12 5/13/12
Task Split Progress Milestone Summary Project Summary External Tasks External Milestone Deadline
ATLANTIC BAY BUILDERS
Page 1
Project: PUBLIX NO. 1382Date: Wed 12/14/11
ID Task Name Duration Start Finish
59 Vertical 4 days Tue 2/28/12 Fri 3/2/12
60 Pour 6 - Roof Level (4,500 SF) 13 days Fri 3/2/12 Tue 3/20/12
61 Set Scaffold 2 days Fri 3/2/12 Mon 3/5/12
62 Set Joist 2 days Tue 3/6/12 Wed 3/7/12
63 Decking 2 days Wed 3/7/12 Thu 3/8/12
64 Form Beamsides 2 days Thu 3/8/12 Fri 3/9/12
65 Rebar/Mep 2 days Fri 3/9/12 Mon 3/12/12
66 Pour 1 day Tue 3/13/12 Tue 3/13/12
67 Vertical 3 days Wed 3/14/12 Fri 3/16/12
68 Strip & Load Out Equipment 5 days Wed 3/14/12 Tue 3/20/12
69 SLAB ON GRADE 24 days Wed 3/21/12 Mon 4/23/12
70 Pour 1 11 days Wed 3/21/12 Wed 4/4/12
71 Fine Grade 4 days Wed 3/21/12 Mon 3/26/12
72 Form 4 days Fri 3/23/12 Wed 3/28/12
73 Visqueen 3 days Wed 3/28/12 Fri 3/30/12
74 Rebar 3 days Fri 3/30/12 Tue 4/3/12
75 Pour 1 day Wed 4/4/12 Wed 4/4/12
76 Pour 2 11 days Tue 3/27/12 Tue 4/10/12
77 Fine Grade 4 days Tue 3/27/12 Fri 3/30/12
78 Form 4 days Thu 3/29/12 Tue 4/3/12
79 Visqueen 3 days Tue 4/3/12 Thu 4/5/12
80 Rebar 3 days Thu 4/5/12 Mon 4/9/12
81 Pour 1 day Tue 4/10/12 Tue 4/10/12
82 Pour 3 11 days Mon 4/2/12 Mon 4/16/12
83 Fine Grade 4 days Mon 4/2/12 Thu 4/5/12
84 Form 4 days Wed 4/4/12 Mon 4/9/12
85 Visqueen 3 days Mon 4/9/12 Wed 4/11/12
86 Rebar 3 days Wed 4/11/12 Fri 4/13/12
87 Pour 1 day Mon 4/16/12 Mon 4/16/12
88 Colored Concrete 5 days Tue 4/17/12 Mon 4/23/12
89 Fine Grade 1 day Tue 4/17/12 Tue 4/17/12
90 Form 1 day Wed 4/18/12 Wed 4/18/12
91 Visqueen 1 day Thu 4/19/12 Thu 4/19/12
92 Rebar 1 day Fri 4/20/12 Fri 4/20/12
93 Pour 1 day Mon 4/23/12 Mon 4/23/12
94 RETAIL AREA 40 days Wed 1/11/12 Tue 3/6/12
95 Excavate 4 days Wed 1/11/12 Mon 1/16/12
96 Form 4 days Tue 1/17/12 Fri 1/20/12
97 Rebar 4 days Fri 1/20/12 Wed 1/25/12
98 Pour 1 day Thu 1/26/12 Thu 1/26/12
99 Stem Walls & Low Walls 4 days Fri 1/27/12 Wed 2/1/12
100 Backfill 2 days Thu 2/2/12 Fri 2/3/12
101 Slab on Grade 5 days Mon 2/6/12 Fri 2/10/12
102 Masonry 10 days Mon 2/13/12 Fri 2/24/12
103 Elevated Slabs & BMs 7 days Mon 2/27/12 Tue 3/6/12
104 VESTIBULE/LOADING DOCK 39 days Wed 3/14/12 Mon 5/7/12
105 Excavate 2 days Wed 3/14/12 Thu 3/15/12
106 Form 3 days Thu 3/15/12 Mon 3/19/12
107 Rebar 3 days Mon 3/19/12 Wed 3/21/12
108 Pour 1 day Thu 3/22/12 Thu 3/22/12
109 Stem Walls & Low Walls 4 days Fri 3/23/12 Wed 3/28/12
110 Backfill 1 day Thu 3/29/12 Thu 3/29/12
111 Masonry 6 days Fri 3/30/12 Fri 4/6/12
112 Elevated Slabs & BMs 10 days Mon 4/9/12 Fri 4/20/12
113 Slab on Grade 11 days Mon 4/23/12 Mon 5/7/12
114 MEP Underground 5 days Mon 4/23/12 Fri 4/27/12
115 Slab on Grade 7 days Fri 4/27/12 Mon 5/7/12
116 Planters/Monument Sign 10 days Tue 4/17/12 Mon 4/30/12
Vertical
Set Scaffold
Set Joist
Decking
Form Beamsides
Rebar/Mep
Pour
Vertical
Fine Grade
Form
Visqueen
Rebar
Pour
Fine Grade
Form
Visqueen
Rebar
Pour
Fine Grade
Form
Visqueen
Rebar
Pour
Fine Grade
Form
Visqueen
Rebar
Pour
Excavate
Form
Rebar
Pour
Stem Walls & Low Walls
Backfill
Slab on Grade
Masonry
Elevated Slabs & BMs
Excavate
Form
Rebar
Pour
Stem Walls & Low Walls
8" SOG
Masonry
Elevated Slabs & BMs
MEP Underground
Slab on Grade
Planters/Monument Sign
T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T F S S M T T/11 12/4/11 12/11/11 12/18/11 12/25/11 1/1/12 1/8/12 1/15/12 1/22/12 1/29/12 2/5/12 2/12/12 2/19/12 2/26/12 3/4/12 3/11/12 3/18/12 3/25/12 4/1/12 4/8/12 4/15/12 4/22/12 4/29/12 5/6/12 5/13/12
Task Split Progress Milestone Summary Project Summary External Tasks External Milestone Deadline
ATLANTIC BAY BUILDERS
Page 2
Project: PUBLIX NO. 1382Date: Wed 12/14/11
PUBLIX # 1382 EXHIBIT 'A' ESTIMATE NO. 11-0525
ATLANTIC BAY BUILDERS
PUBLIX # 1382 EXHIBIT 'A' ESTIMATE NO. 11-0525
ATLANTIC BAY BUILDERS
PUBLIX # 1382 EXHIBIT 'A' ESTIMATE NO. 11-0525
ATLANTIC BAY BUILDERS
PUBLIX # 1382 EXHIBIT 'A' ESTIMATE NO. 11-0525
ATLANTIC BAY BUILDERS
PUBLIX # 1382 EXHIBIT 'A' ESTIMATE NO. 11-0525
ATLANTIC BAY BUILDERS
PUBLIX # 1382 EXHIBIT 'A' ESTIMATE NO. 11-0525
ATLANTIC BAY BUILDERS
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Foundations 4 Wks
Formwork Total SF 9,849 SF Crew Rate $12.88Form sides <=36" 9,288 SF $0.78 $1.43 $7,769 $13,293 $21,062
Form sides >36"-<=72" 561 SF $0.86 $1.61 $516 $903 $1,419 Ferman Construction $29,858
Form sides >72" SF $0.94 $1.84 Big Box Fnds $15,000.00
Construction Joints SF $2.35 $3.22 Retail Fnds $6,500.00
Dowel bulkheads SF $2.35 $3.22 Loading Docks $3,750.00
Elevator sump pits 2 EA $6.25 $51.52 $13 $103 $116
Hanging forms,steps, etc. 100 SF $2.35 $4.29 $251 $429 $680
Floating keyway 416 LF $0.37 $0.64 $164 $268 $432
Side make up 1,000 SF $0.92 $920 $920
Carton Forms SF $2.50 $2.15
Wall templates 416 LF $0.55 $1.29 $245 $536 $781
Column Templates 43 EA $8.07 $28.34 $371 $1,218 $1,590
heavy dowel, mat, etc. penalty LF
user defined unit
user defined unit
user defined unit
user defined unit
Excavation 1,950 Cyds Fnd Form Work Total $27,000
Dirt, sand-Machine no piles 1,950 Cyds $0.57 $8.00 86 $1,107 $15,604 $16,711
Dirt, sand- Machine on piles Cyds $1.14 $9.60
Dirt, sand-Hand Cyds $22.71 $2.00
Blast rock-Machine Cyds $1.14 $100.00
Trench rock-Machine Cyds $1.14 $125.00
Weathered Rock-Machine Cyds $1.14 $60.00
Fine grade bottom 8,501 SF $0.05 $0.23 $455 $1,931 $2,385
user defined unit
user defined unit
user defined unit
Backfill 1,234 Cyds Excavation Total $19,097
bulk fill & compact dozer on site material Cyds $2.27 $1.50 $1.88
std fill & compact dozer on site material 1,234 Cyds $1.00 $1.50 $4.66 96 $1,234 $1,980 $5,749 $8,963
hand fill & compact on site material Cyds $11.36 $2.50
stone #57-import Cyds $25.00
sand-import Cyds $18.00
dirt-import Cyds $9.00
dispose excess on site 717 Cyds $0.23 $1.88 13 $163 $1,344 $1,507
add for offsite disposal Cyds $0.23 $7.50
User defined unit
User defined unit
Place Concrete 717 Cyds Backfill Total $10,470
Place foundations truck Cyds $5.10 $1.00
Place foundations pump 717 Cyds $1.00 $3.64 $767 $2,609 $3,376
Place Mats pump Cyds $1.00 $2.55
Fiinish tops, spray cure 8,501 SF $0.02 $0.05 $0.17 112 $182 $455 $1,444 $2,081
User defined SF
User defined SF
Water- ground, rain Place ConcTotal $5,457
pump rain water (6" pmp) 20 hrs per week 2 wks $60 $125 $227 35 $128 $268 $454 $850
well point system LS
pump ground water (6" pmp) wks
User defined unit
Miscellaneous Dewatering Total $850
User defined unit
User defined unit Unit Ttl Total Mhrs
User defined unit $/Cyd - $88 341
Foundation Total
Unit Costs Extended Costs
$62,873
3/7/2012 ATLANTIC BAY BUILDERS 1 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Slab on Grade 4 Wks
Formwork Crew Rate $12.88Form sides 2,038 SF $0.71 $1.84 $1,544 $3,750 $5,294
Top of slab depression 237 SF $1.42 $3.22 $359 $763 $1,122
Column Box outs 23 EA $5.67 $25.76 $139 $593 $732
User defined unit
User defined unit
Excavation-Fill SOG Frmwk Total $7,148
Turndown excavation 36 Cyds $2.00 $22.71 $78 $826 $904
Fine Grade 65,867 SF $0.02 $0.14 $1,410 $9,221 $10,631
stone #57 sub base Cyds $1.42 $25.00 $1.00 $4.05
sand sub base Cyds $2.27 $18.00 $2.00 $4.05
dispose excess on site 36 Cyds $0.23 $1.88 1 $8 $68 $76
add for offsite disposal Cyds $0.23 $7.50
std fill & compact dozer on site material Cyds $1.00 $1.50 $4.66
User defined unit
User defined unit
Place Concrete 1,072 Cyds
Finish Concrete 65,867 SF
Ground labor at truck 1,072 Cyds $0.28 24 $303 $303
crews
# pours ea
avg yards per pour Cyds
avg SF per pour SF
Slabs (1/4" in 10') place Cyds $9.10 $1.00
Slabs (1/4" in 10') finish SF $0.16 $0.01 $0.07
Add for ff/fl 35/20 SF $0.08 $0.01 $0.04
Add for complex slabs SF
Add for ff/fl > 35/20 SF
User defined unit
Subcontracted crews $/SF -
SC-Place Finish SOG 65,867 SF $0.29 $19,101 $19,101
MiscellaneousDrill and Epoxy LF $5.00 $5.00
Curing 65,867 SF $0.04 $0.02 90 $2,819 $1,317 $4,136
Hardener 8,000 SF $0.38 $3,040 $3,040
Place Col. Boxouts 23 EA $5.00 $19.11 34 $123 $440 $563
PEJ 3,183 LF $0.50 $0.52 127 $1,703 $1,655 $3,358
Sawcut joints 8,884 LF $0.75 $6,663 $6,663
Vapor barrier <=6 mil 61,333 SF $0.15 $0.03 123 $9,844 $1,840 $11,684
Vapor barrier, special SF
Conc bricks 65,867 SF $0.04 $2,643 $2,643
Soil poison 65,867 SF $0.10 $6,587 $6,587
Perimeter insulation SF Unit
PLATE DOWELS AT CJS 303 pcs $3.75 $1,217 $1,217 $/SF - $1.19 Total Mhrs
User defined unit $/Cyd - $72.83 398
SOG Total $78,055
3/7/2012 ATLANTIC BAY BUILDERS 2 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Walls 2
Formwork Total SF 4,483 SF Crew Rate $13.09Formwork recap 1 LS $7,838 $9,502 726 $8,386 $9,502 $17,889
Place concrete 62 Cyds
Ground labor at truck 62 Cyds $0.40 2 $25 $25
trowel top of wall 599 LF $0.26 12 $157 $157
<50cy/pour 62 Cyds $1.00 $14.02 67 $67 $875 $942
>=50cy/pour Cyds $1.00 $12.74
penalty bucket (height >100'-250') Cyds $1.42
penalty bucket (height >=250') Cyds $2.55
Point & patchPoint and patch 4,483 SF $0.03 $0.01 $0.20 67 $144 $48 $879 $1,071
add for exterior shear condition SF $0.05
Exposed, no rub required Place Conc Total $2,195
Exposed stair shafts (no rub reqd) SF $0.04 $0.02 $0.51
Exposed interior (no rub) 4,483 SF $0.02 $0.02 $0.13 44 $96 $96 $571 $763
Exposed in shear (no rub) SF $0.03 $0.02 $0.42
Exterior Stucco (shear condition) SF $0.03 $0.02 $0.21
Rub Exposed stair shafts rub SF $0.85 $0.08 $0.02
Exposed interior rub SF $0.58 $0.06 $0.02
Exposed in shear rub SF $0.71 $0.07 $0.02
Swing stages Rub Total
add swing stage (1ea. at 30') mos $142.28 $100.00 $900.00
User defined unit
Miscellaneous
brace for backfill (<10' tall) LF $12.88 $2.00 $10.00
brace for backfill (10'-15' tall) LF $19.82 $2.00 $15.00
brace for backfill (15'-20' tall) LF $32.20 $2.00 $20.00 Unit
Architectural Exposed Walls unit $0.50 $0.10 $0.50 $/SF - $4.65 Total Mhrs
User defined unit $/Cyd - $333.95 918
Wall Total $20,847
3/7/2012 ATLANTIC BAY BUILDERS 3 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
ColumnsFormwork Total SF 7,448 SF Crew Rate $13.09
Formwork recap 1 LS $16,277 $19,340 1,477 $17,416 $19,340 $36,756
Place Concrete 117 Cyds
Ground labor at truck 117 Cyds $0.64 6 $75 $75
small <=.5cy/column Cyds $1.00 $32.49
.5<=1cy/column 12 Cyds $1.00 $15.93 14 $13 $188 $200
> 1cy/column 105 Cyds $1.00 $12.74 102 $113 $1,341 $1,453
penalty bucket (height >100'-250') Cyds
penalty bucket (height >=250') Cyds
Point & patchPoint and patch 7,448 SF $0.01 $0.01 $0.20 119 $80 $80 $1,490 $1,649
add for exterior shear condition SF $0.05
Exposed, no rub required Place Conc Total $3,377
Exposed stair shafts (no rub reqd) SF $0.04 $0.02
Exposed interior (no rub) SF $0.02 $0.02
Exposed in shear (no rub) SF $0.03 $0.02
Exterior Stucco (shear condition) SF $0.03 $0.02
Rub Exposed stair shafts rub SF $1.06 $0.08 $0.02
Exposed interior rub SF $0.72 $0.06 $0.02
Exposed in shear rub SF $0.88 $0.07 $0.02
Swing stages Rub Total
add swing stage (1ea. at 30') mos $142.28 $100.00 $900.00
Architectural Exposed Columns unit $0.50 $0.10 $0.50 Unit
User defined unit $/SF - $5.39 Total Mhrs
User defined unit $/Cyd - $343.05 1,719
Column Total $40,133
3/7/2012 ATLANTIC BAY BUILDERS 4 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Elevated Slabs - (PRECAST JOIST SUBCONTRACT ON SHEET 6) Wks
Formwork GBA 7,433 SF Crew Rate $13.09Formwork recap 1 LS $40,993 $43,586 3,475 $43,862 $43,586 $87,448
Place Concrete 162 Cyds
Finish Concrete 7,433 SF
Ground labor at truck 162 Cyds $0.28 4 $46 $46
Subcontracted crewsPlace and finish 5,933 SF $0.29 $1,721 $1,721
Pour strip, Opening fill in penalty SF $0.22
$/SF -
Membrane cure 5,933 SF $0.04 $0.02 10 $254 $119 $373
Wet cure SF $0.11 $0.04
Point & patch 13,474 SF Place&Finish Conc Total $2,139
Scrape and clean exposed soffits 13,474 SF $0.01 $0.02 17 $144 $230 $374
Scrape & Grind ceilings to 1/8" SF $0.02 $0.02 $0.05
User defined Unit
User defined Unit
Form Construction JointMild Reinforced <=12" 845 LF $1.41 $2.58 169 $1,275 $2,177 $3,452
>12" SF $1.41 $3.68
CJ Bm/Jst Blkhd (joist or beam) SF $1.41 $3.68
Post Tensioned <=12" LF $1.41 $3.22
>12" SF $1.41 $5.15
CJ Bm/Jst Blkhd (joist or beam) SF $1.41 $5.15
Form TOS Depressions 918 LF
<=2" 918 LF $0.49 $2.15 153 $484 $1,971 $2,454
>2"-6" LF $0.49 $2.58 Unit
>6"-12" LF $0.49 $3.22 $/SF - $12.90 Total Mhrs
>12" SF $0.49 $3.22 $/Cyd - $591.00 3,828
Elev. Slab Total $95,868
3/7/2012 ATLANTIC BAY BUILDERS 5 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Secondary ConcretePads, Islands and Topping slabs 2,000 Ferman Construction
Form sides 200 SF $0.71 $1.64 25 $152 $329 $480
Form add for radius SF $0.35 $0.82
Place Concrete 39 Cyds $1.00 $9.10 28 $42 $354 $396 Unit
Finish Crew SF $0.01 $0.07 $0.24 $/SF - #DIV/0!
Alternate Finish sub 2,000 SF $0.35 $700 $700 $/Cyd - $40.52
Curbs 729 LF Topping Slab Totals $1,576
Form sides standard 1,922 SF $0.71 $1.31 192 $1,456 $2,526 $3,982
Form sides tunnel 176 SF $0.71 $1.10 15 $133 $193
Form add for radius 960 SF $0.35 $0.66 48 $364 $631 $995 Unit
Place Concrete 27 Cyds $1.00 $1.00 $21.02 43 $28 $28 $559 $616 $/lf - $7.67
Lintels and Sills Curbs Totals $5,593
Form soffits and sides 352 SF $1.02 $2.63 70 $382 $925 $1,308
Place Concrete 3 Cyds $1.00 $1.00 $31.85 9 $4 $4 $111 $118
Tie Beams - SUBCONTRACT LABORForm soffits and sides 15,395 SF $1.02 $2.65 3,103 $16,720 $40,796 $57,516 5,946.89$ soffit beam sides 3103.946143
Place Concrete 567 Cyds $1.00 $1.00 $22.30 993 $607 $607 $12,650 $13,864 992.80456
Tie Columns - SUBCONTRACT LABORForm sides 72 SF $1.02 $2.63 14 $78 $189 $268
Place Concrete 1 Cyds $1.00 $48.42 3 $1 $33 $34
Stairs-concrete Flts Stair TCA
Stairs-metal pan 5 Flts CIP Stair Total
Place Concrete 7 Cyds $1.00 $32.49 18 $8 $235 $243
Finish Crew SF $0.50 $1.27
Alternate Finish sub 5 Flts $325.00 $1,625 $1,625 Unit
Clean up 5 FLts $20.00 $50.97 20 $107 $255 $362 $/Flt- $446
Precast & Slab on Metal Deck 96,133 SF MPan Stair Total $2,230
Place Concrete 96,133 SF
Ground labor at truck 1,505 Cyds $0.28 33 $421 $421
Subcontracted crewsPlace and finish 96,133 SF $0.29 $27,879 $27,879
MiscellaneousMembrane cure 96,133 SF $0.04 $0.02 160 $4,114 $2,041 $6,156
Wet cure SF $0.11 $0.04
Form EF 200 SF $0.71 $1.67 26 $152 $335 $486
Form CJ 764 SF $1.41 $3.68 221 $1,153 $2,812 $3,964
Top of Slab Depression SF $0.49 $3.22
PRECAST - MATERIAL AND LABOR SUBCONTRACT SF Unit
PRECAST JOIST & SOFFIT BEAM SUBCONTRACT 96,133 SF $7.03 10,000 $675,334 $675,334 $/SF - $7.43
User defined unit $/Cyd - $474.69
3/7/2012 ATLANTIC BAY BUILDERS 6 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Miscellaneous Concrete Operations SOMD Total $714,241
Dovetail install only 950 LF $0.30 21 $289 $289
Dovetail supply 950 LF $0.84 $854 $854
PT Cones attach EA $0.55 $0.10
PT Cones patch EA $1.14 $0.40
Sleeves CMU 2" EA $0.68 $0.64
Railing Blockouts 30 EA $0.68 $0.64 2 $21 $20 $41
Styrofoam White CFt $1.37 $1.75 $0.50
Styrofoam Blue CFt $1.37 $3.50 $0.50
Waterstop 261 LF $0.76 $1.45 15 $198 $405 $603
Grout base plates 1" (<8'sq) EA $3.82 $5.50 $1.00
Grout base plates 2" (<8'sq) 50 EA $5.10 $11.00 $1.00 20 $255 $589 $54 $897
Grout base plates large EA
Blow off decks 103,566 SF $0.01 $0.01 $0.01 104 $1,176 $1,108 $1,108 $3,392
Clean up drippage 103,566 SF $0.01 104 $1,176 $1,176
Concrete wash out disposal 4,252 Cyds $0.15 $0.31 $0.31 57 $644 $1,422 $1,329 $3,395
General cleanup 103,566 GBA $0.01 $0.01 96 $1,089 $1,108 $2,197
Job ladders 5 EA $82.01 $23.58 30 $410 $126 $536
Build buckhoist gates Opg $54.68 $67.84
Overhead entry protection SF $1.26 $3.96
Decks (trailer, buckhoist, etc.) SF $1.61 $2.31
Bussing work force wks
Parking fees wks
Drug Tests EA $40.00
Waterproofing SF
Mockups EA Unit
Independent survey (1/10 floors) EA $2,500.00 $/SF - $1.90
User defined unit
User defined unit
Contract drawings 3 EA $250.00 $750 $750 $/Cyd - $3.30
Weather Protection Misc Conc Totals $14,130
Rain Slab allow (All sf) SF $0.01 $0.01 $0.01
Winter Protection (est. sf requiring protection) SF $0.05 $0.08 $0.04
Hurricane Tie Down (est. sf requiring protection) SF $0.50 $0.25
Permanent ProtectionPermanent guardrails 2,656 LF
Permanent guardrail material supplied 2,656 LF $1.85 $5,258 $5,258
Permanent guardrail labor initial install 2,656 LF $0.76 155 $2,019 $2,019
Permanent g.rail labor remove & move up LF $1.07
Perimeter netssupply nets (LF supplied X # months reqd) lf-mos $7.75
anchor (LF installed / 4' o.c.) EA $2.58 $2.50
initial install LF $2.58
jump nets LF $2.58
remove nets LF $2.15
patch holes (LF net installed/ 4'o.c.) EA $0.64 $0.50
Embedded ItemsBy Piece
embeds std <5#/ea pre drilled EA $3.42 $0.25
estimator add for large embeds EA $0.25
estimator add for congestion, no holes, etc EA $0.25
embeds misc EA
Anchor bolts std (<1", 24"long) EA $2.73 Unit
estimator add for large anchor bolts EA $/Pc -
By Crew (1C, 1CH) Embed per Piece Total
40 hour week- 1 crew 3 wks $1,030 $75 240 $3,091 $241 $3,332
OT - 1 crew Hrs $39 $2.00
user defined unit
user defined unit
3/7/2012 ATLANTIC BAY BUILDERS 7 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Concrete PumpingTruck Pumping (see Pump Plan-Equip.)
Cyds $6.00
Walls 62 Cyds $17.12 $1,069 $1,069
Foundations 717 Cyds $7.97 $5,715 $5,715
Slab on Grade 1,072 Cyds $7.74 $8,298 $8,298
Precast Slabs / SOMD 1,505 Cyds $9.00 $13,538 $13,538 Unit
Miscellaneous 605 Cyds $10.15 $6,136 $6,136 Unit
Tie Columns 1 Cyds $480.14 $326 $326 $/Cyd $8.86
Pedestal Pumping Truck Pump $35,082
Total Pumping Costs
Mobile Cranes SubcontractedCrane #1 55 Hrs/wk Type 200T CR
Operated, maintained& insured 2 mos $20,000 $40,000 $40,000
Overtime Hrs $160
Freight in & up 1 EA $7,500 $7,500 $7,500
Freight out & down 1 EA $7,500 $7,500 $7,500
Crane #2 55 Hrs/wk Type 60T RT
Operated, maintained& insured 1 mos $15,000 $20,700 $20,700
Overtime Hrs $105
Freight in & up 1 EA $500 $500 $500
Freight out & down 1 EA $500 $500 $500
MiscellaneousStabilize base-stone (min. 6") Cyds $1.42 $25.00 $1.00 $4.05
user define unit
user define unit $/SF-GBA $10.32
Miscellaneous Equipment Total Crane Costs
Forklift (ea.) Operator defaulted a 40Hrs/Wk 20 Wks $75.00 $400.00 $1,605 $8,560 $10,165
Buckets (ea.) 20 Wks $75.00 $1,605 $1,605
Scissor lift (ea.) Wks $200.00
Portable light stands (ea.) Wks $200.00
Generator (ea.) 4 Wks $75.00 $50.00 $321 $214 $535 ANYTHING OVER AND ABOVE TWO WEEKS IS A CO.
Compressor (ea.) Wks $120.00 $125.00
Misc. Equipment allow 20 Wks $150.00 $3,210 $3,210
Rigging base 15 Wks $50.00 $803 $803
Rigging add for fly Wks $0.01
Small Tools 20 Wks $125.00 $2,675 $2,675
Safety fall protection 20 Wks $75.00 $1,605 $1,605
Safety general 20 Wks $50.00 $1,070 $1,070
Stair Towers For Accessability To High Work Wks $11.36 $200.00
Arial Boom Lift 3 MNTH $1,385.00 $4,155 $4,155 See Final Punch for other Equipment.
SCAFFOLD FOR MASONS SCOPE 1 LS $7,000.00 $7,490 $7,490 Knock off fins and patch tie holes
Use the smallest boom lift possible.
$76,700
PURCHASE FORKLIFT & FININANCE AS LONG
TERM ASSET
$35,082
3/7/2012 ATLANTIC BAY BUILDERS 8 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
GENERAL CONDITIONSOn site staff
Project Manager Wks $1,006
Asst Project Manager Wks $754
Project Engineer Wks $503
General Superintedent Wks $1,735
Senior Superintendent Wks $1,509
Project Superintendent 25 Wks $1,000 1,000 $25,000 $25,000
Asst Project Supt. Wks $1,006
Senior Field Engineer Wks $1,559
Clerk/Secretary Wks $505
QC Specialist Wks $694
Job Site Safety Coordinator Wks $694
Layout 44 hrs/wk On site Staff per Week
Field Engineer 15 Wks $850 600 $12,750 $12,750 $ / Wk $1,250
Field Egr OT hours allow Hrs $44 $ / Month $5,413
Engineer Helper Wks $500
Egr Helper OT hours allow Hrs $24
Travel&Subsistence Personnel Rooms $ / Ttl On-Site Staff
Trailer & Telephone Ttl Subsistance
Telephone 40 Wks $15 $642 $642
Job trailer Wks $125
set up and break down 1 EA $1,750 $1,873 $1,873
COMBO STORAGE/STORAGE CONEX 20 Wks $150 $3,210 $3,210
Ice WaterIce water (<50 man job) 20 Wks $65 $75 124 $1,300 $1,605 $2,905
Ice water (50-100 man job) Wks $210 $125
Ice water (>100 man job) Wks $315 $175
Dumpster & SanitaryDumpster, 30cy (1 ea, 2pulls/wk) each Wks $1,000
Sanitary fac (1/15 workers) each Wks $55
Final punch 103,566 SF
Formwork only light exposure TCA $0.03 $0.01 $0.01
Formwork only moderate exposure TCA $0.04 $0.02 $0.02
Formwork only heavy exposure TCA $0.05 $0.02 $0.02
Frame light exposure, office, etc. 103,566 TCA $0.04 $0.02 $0.02 418 $4,399 $1,662 $1,662 $7,723
Frame moderate exposure, pkg., etc TCA $0.05 $0.02 $0.02
Frame heavy exposure, condo, etc TCA $0.06 $0.03 $0.03 $/GBA $1.04
Miscellaneous Ttl Punch
Composit Crew Mhrs $10.51
Contingency LS $10,000
P&P Bond (1.6%) LS $40,000
Rebar Protection 343 TNS $1.75 $3.50 53 $601 $1,285 $1,886
User defined unit
Risk assesmentFlorida Condominium risk accrual (1%) LS
Contractor risk allow LS
Contract terms allow LS
Total General Conditions Costs
$25,000
$7,723
$55,988
3/7/2012 ATLANTIC BAY BUILDERS 9 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Permanent Materials Ready Mix (in from material sub quotes)
Grout Cyds
3 KSI 907 Cyds $60.00 $58,237 $58,237 CONTENENTAL READY MIX
4 KSI 784 Cyds $63.00 $52,857 $52,857
5KSI 2,423 Cyds $66.00 $171,115 $171,115
6 KSI Cyds $73.00
Colored Concrete 165 Cyds $90.00 $15,854 $15,854
8 KSI Cyds $80.00
10 KSI Cyds
12 KSI Cyds
> 12 KSI Cyds
add 18 hr. slab break Cyds
add 42 hr. slab break Cyds
add 72 hr. slab break Cyds
FREEZE PROTECTION ADD MIXTURE 100 Cyds excludeice Cyds
Super P Cyds $6.00
DCI Cyds
sm. Rock Cyds
environ. Fee 4,279 Cyds $1.20 $5,494 $5,494
fuel surch. (Usually per load) 4,279 Cyds $1.20 $5,494 $5,494
lt. weight Cyds Unit
Escalators 6,418 Cyds Ttl Cyds 4,279
PEAROCK PUMP MIX 230 Cyds $9.00 $2,216 $2,216 $/Cyd - $74.24
Contingency 2% 1 LS $5,961.24 $6,379 $6,379 $/SF-GBA - $42.73
Reinforcing (in from material sub quotes) Total Concrete Cost
Reinforcing Black 343 TN $810 $215 6,145 $297,278 $73,745 $371,023 GERDAU AMERISTEEL
Epoxy-Galvanized TN
PT Support TN $855
CMU TN $855
Box 2.1x2.1 & Sidewalks 61,760 SF $0.17 $0.08 412 $11,234 $4,941 $16,175
Loading Dock 2.9x2.9 4,115 SF $0.25 $0.08 27 $1,101 $329 $1,430
SOMD 1.4x1.4 4,958 SF $0.11 $0.08 33 $584 $397 $980
Mesh LS
Couplers4 EA $8.00
5 EA $10.00
6 EA $12.00
7 EA $14.00
8 EA $16.00
9 EA $18.00
10 EA $20.00
11 EA $22.00
14 EA $24.00
18 EA $26.00
Vertical Bolsters 3,080 LF $0.25 $824 $824 Unit
Welded Mech. Couplers 16 EA $25.00 $35.00 47 $428 $560 $988 Ttl Tons 343 lbs/SF 92.29
User defined unit $/Ton - $1,164
Contingency 2% 1 LS $5,946 $1,599 $6,362 $1,599 $7,961 $/SF-GBA - $53.73
$317,644
3/7/2012 ATLANTIC BAY BUILDERS 10 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Masonry Total R/S Cost
MASONRY SUBCONTRACT LABOR 22,722 EA $1.15 2,178 $26,130 $26,130
MASONRY SUBCONTRACT LABOR 12"CMU 28,911 EA $1.40 3,373 $40,475 $40,475 SCAFFOLD, BOOMLIFT, FORKLIFT, AND OTHER
SUPPLY 8" CMU 22,722 EA $1.00 $24,313 $24,313 EQUIPMENT SHOWN ABOVE IN MISC. EQUIPMENT.
SUPPLY 12" CMU 28,911 SF $1.35 $41,762 $41,762
GROUT 328 Cyds $75.00 $26,322 $26,322
LENTELS - 12" 208 LF $7.00 $12.00 208 $1,558 $2,496 $4,054
LENTELS - 8" 225 LF $5.00 $10.00 188 $1,204 $2,250 $3,454 1.636550268
PUMPING 16 POURS $650 $600.00 800 $11,128 $9,600 $20,728
MISC. EQUIPMENT 6 Wks $500 $3,210 $3,210
SMALL TOOL ALLOWANCE 6 Wks $350 $2,247 $2,247
SETUP CHARGES 100 HRS $13.50 113 $1,350 $1,350
SAFETY GENERAL 6 Wks $100.00 50 $600 $600
Contingency 2% 1 LS $1,903 $1,658 138 $2,036 $1,658 $3,694
$399,381
3/7/2012 ATLANTIC BAY BUILDERS 11 of 12
Publix # 1382Concrete, Precast, Masonry
Estimate No. 11-0525
FRAMESub - Man Sub -
Description QTY Unit Labor Materials Equipment Contract Hours Labor Materials Equipment Contract Totals
Unit Costs Extended Costs
Avg Wkly Mpwr 44 38,973 Total Mhrs MASONRY TOTAL
$55,214 $771,590 $165,170 $1,244,058 $2,236,031
$11,043 $11,043
$66,257 $771,590 $165,170 $1,244,058 $2,247,074
Quote to $ 3% 3% 3% 3%
$1,988 $23,148 $4,955 $31,101 $61,192
Contract $2,550,000 $68,244 $794,738 $170,125 $1,275,159 $2,308,266Bond $38,250 $/SF $/TCA $/GBA Fee % Fee $
CONTRACT VALUE WITHOUT BOND $2,511,750 23.63$ $95.79 $329.18 6% $2,446,800 $138,534
23.85$ $96.69 $332.27 7% $2,469,800 $161,534
24.07$ $97.60 $335.38 8% $2,492,900 $184,634
24.25$ $98.34 $337.94 8.82% $2,511,900 $203,63424.52$ $99.41 $341.60 10% $2,539,100 $230,834
24.74$ $100.31 $344.71 11% $2,562,200 $253,934
24.96$ $101.22 $347.81 12% $2,585,300 $277,034
25.18$ $102.12 $350.91 13% $2,608,300 $300,034
Sold to $ OH Fee Margin 25.41$ $103.02 $354.02 14% $2,631,400 $323,134
Stiles Construction $2,511,750 $61,192 $203,634 10.54% 25.63$ $103.93 $357.12 15% $2,654,500 $346,234
Project Recap - Includes burden & sales tax, but does not include concrete, reinforcing steel or OH & Fee
Foundations 88 $/Cyd
8.53 $/SF-GBA Total Mhrs 341 $3,005 $310 $13,253 $46,806 $63,374
Slab on Grade 73 $/Cyd
1.19 $/SF 10.510 $/SF - GBA Total Mhrs 398 $374 $18,226 $3,653 $55,864 $78,117
Walls 334 $/Cyd
4.65 $/SFTCA - Walls Total Mhrs 918 $240 $8,597 $12,010 $20,847
Columns 343 $/Cyd
5.39 $/SFTCA - Columns Total Mhrs 1,719 $80 $17,621 $22,432 $40,133
Elevated Slabs 591 $/Cyd
12.90 $/SF-GBA Total Mhrs 3,828 $254 $45,765 $49,849 $95,868
371 $/Cyd
107.23 $/SF-GBA Total Mhrs 15,021 $4,754 $21,385 $770,932 $797,071
Miscellaneous Concrete Operations 3.55 $/SF-GBA
Total Mhrs 842 $10,018 $8,600 $3,692 $4,097 $26,408
Concrete Pumping 8.86 $/Cyd
4.72 $/SF-GBA Total Mhrs $35,082 $35,082
Hoisting 10 $/SF-GBA
Total Mhrs $76,700 $76,700
Miscellaneous Equipment 4.48 $/SF-GBA
Total Mhrs $1,926 $27,232 $4,155 $33,313
General Conditions 9 $/SF-GBA
3,240 $/Week Total Mhrs 2,195 $52,860 $4,552 $7,387 $64,798
Concrete 74 $/Cyd
42.73 $/SF-GBA $317,644 $317,644
Reinforcing Steel 1,164 $/Ton
53.73 $/SF-GBA $317,810 $81,571 $399,381
Masonry 3.84 $/Ea
1.17 $/Total SF of Project $97,195 $16,585 $84,560 $198,339
Precast, Tie Columns, Tie Beams, Topping Slabs, Stairs, and Slab on Metal Deck.
14.61%
15.35%
Date
13.08%
9.02%
13.85%
9.86%
10.54%
11.50%
12.30%
Subtotal
Overhead
Margin
$198,339
Labor Burden
Total Cost
8.16%
Date
Subtotals
3/7/2012 ATLANTIC BAY BUILDERS 12 of 12