September 9, 2011 Phone: 954-657-9196 Fax: 954-627-9348estimatingconstruction.us/yahoo_site_admin/assets/docs/SAMPLE... · 11555 HERON BAY BLVD * SUITE 200 * CORAL SPRINGS, FL 33076

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


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.



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.



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

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PHASE I - PUBLIX BOX

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PHASE II - VESTIBULE & RETAIL 1, 2, & 3.

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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


Page 2

Project: PUBLIX NO. 1382Date: Wed 12/14/11

PUBLIX # 1382 EXHIBIT 'A' ESTIMATE NO. 11-0525












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






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







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







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


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







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


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







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







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







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







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







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



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







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







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


Documents

September 9, 2011 Phone: 954-657-9196 Fax: 954-627-9348estimatingconstruction.us/yahoo_site_admin/assets/docs/SAMPLE... · 11555 HERON BAY BLVD * SUITE 200 * CORAL SPRINGS, FL 33076