copia de toledo budget_final_julio16

8/12/2019 Copia de TOLEDO Budget_Final_Julio16

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CLIENT: TOLEDOPROJECT: BUILDING 106,662.71 sq.ft.DATE: JULY 15th, 2014LOCATION: VYNMSA GUANAJUATO INDUSTRIAL PARK, GTO.

Item Concept Unit Qty U.P.(usd) Amount ( usd ) U.P

I.- INDUSTRIAL BUILDING1.- Engineering and Design1.1 Conceptual design, lay out design. lot 1.00 133,

1.2 As built drawings, operation and maintenance manuals. lot 1.00 185,918

1.3 Detailed engineering, structural, electrical and mechanical. lot 1.00 252,955

1.4 Topographical survey and soil study. lot 1.00 98,

1.5 Quality control lab for concrete strenght, steel strenght, site welding,soil, base and asphalt compacting tests.

lot 1.00

Subtotal Engineering and Design=

2.- General2.1 Portable toilet rental. week 26.00

2.2 Security guard in night shift for the duration of the work. week 26.00 3,519

2.3 Materials warehouse and mobile office for construction crew. lot 1.00 78,955

2.4 Contracts and works for provisional water and energy. lot 1.00 89,255

2.5 Construction permit. m2 9,919.20

2.6 Project clean up during the execution of the work. m2 9,919.20 1

2.7 Construction waste disposal. trip 58.00 1Subtotal General=

3.- Earthworks3.1 Topographical outline for platforms, setting up axes and references with

precision equipment. Incl: equipment, tools & labor.m2 10,313.60

3.2 Removal of top soil / 20 cm. thick. m2 10,313.60

3.3 Offsite disposal (Load and haul). m3 3,094.08

3.4 Scarifying natural terrain & compacting to 95% Proctor. m2 10,313.60

3.5 Backfilling with inert material compacted to 95 % Proctor in maximum20cm lifts.

m3 12,376.32

3.6 Excavation of Type I or Type II material. m3 1,108.23

3.8 Insite disposal (Load and haul). m3 1,440.70

3.9 Compacted gravel base to 95% Proctor / 12 cm thick. m2 9,909.30 68

3.10 Impregnating with asphaltic emulsion (FM-1 or FM-3) at the rate of 1.2lts./m2.

m2 9,909.30

3.11 Sand layer 0.2 cms to protect asphaltic emulsion. m2 9,909.30 Subtotal Earthworks=

4 - Foundations


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4.16 Furnish and install 1 1/4" diameter steel anchors with tolerance < 0.5cms.

pc 128.00

4.17 Furnish and install 1 1/2" diameter steel anchors with tolerance < 0.5cms.

pc 128.00

4.18 Steel plate for precast support. pc 74.00

4.19 Furnish and install non metallic grout under column plates (Festerbrand or similar).

ltr 864.00

4.20 Backfilling of foundations to 90% P.V.S.M. with excavated material,placed in layers not greater than 20 cms., with an index of plasticity notgreater than 20%, including all material, transportation, water,equipment and manual labor.

m3 97.34

Subtotal Foundations=

5.- Floor slabs5.1 Apply pesticide wi th a 5 year warranty for termite control under f loor

slabs.m2 9,909.30

5.2 10" Floor Slab, f 'c=300 kg/cm2 concrete, placed with a laser screed,reinforced with dramix steel fiber 19 kg/m3 ( 35#/Y3) , over apolyethylene vapor barrier, with a smooth troweled finish.

m2 2,785.71

5.3 6" Floor Slab, f 'c=300 kg/cm2 concrete, placed wi th a laser screed,reinforced with 3/8" rebar @ 16", over a polyethylene vapor barrier, witha smooth troweled finish.

m2 7,123.59

5.4 Construction joints are reinforced with 3/4" smooth rebar and sealedwith epoxy joint filler Sonneborn brand Epolith. Incl: materials, labor,clean-up, tools & equipment.

lm 543.50 7.92 4,304.52

5.5 Control joints cut with diamond blades and sealed with epoxy joint filler Sonneborn brand Epolith. Incl: materials, labor, clean-up, tools &equipment.

lm 4,206.48 5.18 21,789.57

5.6 Expansion joint fil led with Deck-O-Foam 13 mm thick and sealed withself-leveling polyurethane joint fil ler Sonneborn brand SL-1. Incl:materials, labor, clean-up, tools & equipment.

lm 399.80 6.47 2,586.71

5.7 1.00 x 1.00 mts diamond. Includes expansion joint fil led with Deck-O-Foam 13 mm thick and sealed with self-leveling polyurethane joint filler Sonneborn brand SL-1.

pc 24.00

5.8 1.00 x 1.00 mts column half diamond. Includes expansion joint fil ledwith Deck-O-Foam 13 mm thick and sealed with self-lev elingpolyurethane joint filler Sonneborn brand SL-1.

pc 44.00

5.9 1.00 x 1.00 mts column quarter diamond. Includes expansion joint filledwith Deck-O-Foam 13 mm thick and sealed with self-lev elingpolyurethane joint filler Sonneborn brand SL-1.

pc 4.00

5.10 Minor masonry works. lot 1.00

5.11 Supply and aplication of chemical sealer hardener duronox to concretefloor.

m2 9,909.30


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7.3 Dock pits including all embedded steel. pc 8.00 8,

7.4 Retaining wall (1.20 mts high by 0.20 cms thick) and footing, reinforcedas required for dock area.

lm 96.96

7.5 5" diameter by 5' concrete filled steel bollards, 4' above floor 1' below. pc 22.00 2,152.8

7.6 Durock facade and entrance. lot 1.00 24,230.76 24,230.76

7.7 Glass and aluminum natural double door , 6' x 7' opening wi th closer

included.

pc 1.00

7.8 Aluminium natural fixed window, 6 mm clear glass, 6.00 x 1.00 m. pc 28.00 4,290

7.9 Furnish and apply Comex interior acrylic paint. m2 3,782.16

7.10 Furnish and apply Comex textured paint. m2 3,782.16Subtotal Masonry and finishes= 71,579.69

8.- Shipping area and accessories8.1 Furnish and install driv e in door ramps and ground level, 2" thick

Thermacore Ribbed 16 ga exterior, 24 ga interior. sectional fork-liftdoor, manual w/chain operation, insulated 24 ga. white metal sheet, 14'x 16'.

pc 3.00 6,606.00 19,818.00

8.2 Furnish and install sectional truck door, manual w/chain operation,OVER DOOR brand, mod. 418 heavy duty, 2" thick, insulated R= 7.35white metal sheet , 9' x 10' .

pc 8.00 2,800.00 22,400.00

8.3 Furnish and install Kelley 6' x 8' dock leveler for 30,000 Lbs.,mechanical operation, dock seal 8' 6"x 10' Kelley brand and 2laminated rubber platform stops.

pc 8.00 3,378.00 27,024.00

8.4 Furnish and instal l yel low dock l ight 42"f lex ible arm Tri li te DL40-Pwithout light bulb.

pc 8.00 218.28 1,746.24

8.5 Furnish and instal quad Electrical Outlet 120 v. / 15 amp. pc 8.00 518.00 4,144.00

8.6 Furnish and install Serv ice/Emergency HM door and frame 36"galvanneal MMI or similar brand, Exit Device with trim and mortisecylinder, Schlage or Hager hardware. pc 4.00 1,103.19 4,412.76

8.7 Furnish and install Emergency HM door and frame 36" galvanneal MMIor similar brand, Exit Device EO, Schlage or Hager hardware. pc 3.00 974.11 2,922.33

Subtotal Shipping area and accessories= 82,467.33

9.- Interior and exterior lighting9.1 Furnish and install Copper lighting high bay T-5 light fixtures, 54 Watts,

277 V, high bay model, to provide 50 FC average in production and 30FC average in warehouse. Includes a night light circuit.

pc 218.00 458.36 99,922.48

9.2 Emergency Lighting and exit sign on doors pc 8.00 741.69 5,933.52

9.3 400 watt metal halide Copper lighting exterior wallpack, electrical feeds. pc 15.00 717.32 10,759.80


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Item Concept Unit Qty U.P.(usd) Amount ( usd ) U.P.

10.7 Electrical Outlet in each interior column 127 volts/ 20 amps pc 42.00 6,542.

Subtotal Substation=

11.- Ventilation (8 changes/hour)11.1 Axial Extractor, Soler&Palau brand mode HGT 1500 7.5 HP,

220/440/2/60. Includes accessories and installation.pc 11.00

11.2 Louver 5' x 5' Soler&Palau brand and washable filter, Includesaccessories and installation.

pc 33.00

11.3 Electr ical feeding to extractor from main panel to a control panel andfrom there to the extractor starters.

pc 11.00

Subtotal HVAC=

12.- FPS

12.1 Water conection to park main line, includes backfolw preventor, water meter and valves.

lot 1.00

12.2 Excavation and back fill for main line and water line from water meterto the water tank, including thrust blocks as required, 390 lm.

lot 1.00 44,201.00 44,201.00

12.3 Interior hose stations, extinguishers and piping. lot 1.00 19,219.20 19,219.20

12.4 Wall Type Hidrants 4x2x2 1/2" each with control valve & post indicator,piping , hangers, fittings and painting included

lot 1.00 23,150.00 23,150.00

12.5 Sprinklers system, l ight hazard occupancy designed to provide adensity 0.10 gpm over the most remote 1,500 FT2 CMDA SSSP, hoseallowance 250 GPM

lot 1.00 19,732.80 19,732.80

12.6 Sprinklers system production/ manufacturing area, extra hazardoccupancy group 2 (caomparable to hazard category 3 occupancy per FM global as per client request) designed to provide a minimun density0.60 gpm over the most remote 3,000 ft2 non storage occupancy, hoseallowance 500 gpm estimated area 106,060 ft2

lot 1.00 240,847.50 240,847.50

12.7 FPS Monitoring System lot 1.00 11,040.00 11,040.00

12.8 Underground fire main, underground loop fire main 10" PVC pipe C900class 200, 4 dry barrel type hydrants, 3 PIV and 1 FDC. Estimatedlength 390 M with 1 10" lead in and 2 8" riser lead in

lot 1.00 112,128.00 112,128.00

12.9 Portable fire extiguesher 10 UL dry chemical ABC type pc 50.00 145.23 7,261.50

12.10 Fire protection department connection. lot 1.00 1,055.70 1,055.70

Subtotal FPS= 478,635.70

13.- Water handling equipment13.1 Hydroneumatic equipment Includes pressure tank, automatic control,

sumersible pump, feeding and connections and 30 m3 undergroundtank

pc 1.00


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Item Concept Unit Qty U.P.(usd) Amount ( usd ) U.P.(mxp) A

2.15 Concrete erosion prevention slab 1:4 . m2 480.00 416.00

Subtotal Fences, landscaping and water tank=

SUBTOTAL EXTERIOR WORKS=

SUBTOTAL = 3,283,790.55TI Allowance Air Loop and Electrical

TOTAL

NOTES:* Insurance and Bonds not included in proposal.* Prices USD and MXP* Prices plus VAT


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ECONOMIC PROPOSAL SUMMARY


12.5

Item Concept Amount (USD) Amount (MXP) Amount (USD)

I.- INDUSTRIAL BUILDING1.- Engineering and Design - 950,402.00 76,032.162.- General - 1,075,353.00 86,028.243.- Earthworks - 2,416,996.55 193,359.724.- Foundations. - 1,880,522.80 150,441.825.- Floor slabs 28,680.79 4,627,813.64 398,905.886.- Steel Structure and Roofing 1,902,334.60 - 1,902,334.607.- Masonry and finishes 71,579.69 4,724,892.21 449,571.068.- Shipping area and accessories 82,467.33 - 82,467.339.- Interior and exterior lighting 142,406.20 - 142,406.20

SUBTOTAL INDUSTRIAL BUILDING= 2,227,468.61$ 15,675,980.20$ 3,481,547.03$

III.- EXTERIOR WORKS1.- Parking lot and maneuvers area - 4,871,823.72 389,745.902.- Fences, landscaping and water tank - 2,247,073.71 179,765.90

SUBTOTAL EXTERIOR WORKS= -$ 7,118,897.43$ 569,511.79$

SUBTOTAL = 2,227,468.61$ 22,794,877.62$ 4,051,058.82$

NOTES:* Insurance and Bonds not included in proposal.* Prices USD and MXP* Prices plus VAT

GENERAL SUMMARY

copia de toledo budget_final_julio16

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