LoboGunLeather
US Veteran
Jobs like this will depend largely on location. Where the shed will be on your lot (can a truck get there or will everything have to be carted in from the street?).
How close are you to a concrete batch plant? Those trucks don't run for nothing and drivers are paid pretty good wages.
Will the concrete have to be mixed on-site? Mixer available? Gravel, sand, concrete, etc? Water on-site, or can you run a hose to supply the mixer near the job site?
8' X 8' is 64 sq. ft. A 4" slab will take a bit over 21 cu. ft. of mix. A 6" slab will take 32 cu. ft. of mix. Running a footer around the edges makes for a much stronger slab (monolithic pour), so a trench about a foot wide and a foot deep is probably a good idea, with 2 or 3 pieces of #4 or #5 rebar. This raises your concrete mix requirement to about 40 cu. ft. for a 4 slab, or about 46 cu. ft. for a 6" slab. Some welded steel wire mesh is advisable for the floor slab reinforcement.
Concrete is usually ordered and sold by the cubic yard. One cubic yard is 27 cu. ft. Your job requirements are very small for a batch-mix truck delivery, so you can expect to pay a premium price, as compared to others ordering truck-loads for larger jobs. If you take this route expect to pay for 2 cubic yards, and the driver/operator will want to have a place very nearby to dump any excess left over after your forms are filled (they usually won't take anything away with them).
Getting the forms leveled is not really difficult. This can be done with a good carpenter's level (4' or 6') working across the 4 corners or a string line-level corner to corner.
Squaring the forms is equally easy. Just measure on a diagonal from corner to opposing corner and make sure that these two dimensions are exactly the same. Your forms will require 2- 2X6 boards 8' in length, cut to exactly 8' (most are a hair longer than nominal dimension) and 2- 2X6 at 10' length cut to 8' 3" (8' slab width plus two side forms of 1.5" width each), nailed securely at the corners. Once squared up the forms should be heavily braced (heavy stakes every 12" to 16" all around driven deeply into the ground, using offset braces if the ground is soft). Then the forms can be leveled and nailed off to the support stakes (use two-headed nails so disassembly of the forms and bracing is easier later on).
Site prep: Remove all vegetation completely, including grass roots. Trench out for footer around perimeter. Lay about 2" of sand over slab base and bottom of footers. Dampen sand prior to pouring concrete (prevents excessive water loss from the concrete mix, which affects curing and final strength). Lay wire mesh for floor, held about 1.5" above the sand with small pieces of brick or similar. Lay rebar for footers, bent at 90 degrees around corners, ends lapped about 1' and secured with heavy wire ties, held about 2" to 3" above the sand on small pieces of brick or similar.
Assemble and install forms as described above. Pour concrete mix, pushing into footers with shovels and roughly leveled just above the form boards. Use a striker board (2X4-10' will work) to work concrete surface to level at form tops.
As the concrete settles the gravel will tend to drop down and the "cream" will rise to the surface. Then we use a concrete float to smooth the surface perfectly. After a few hours (and several floatings) the concrete will start to cure and the edges can be done using the edging tool. If desired a push broom can be used to apply a slight texture to the surface (safer to walk on than a slick-finished floor).
Keep the concrete dampened throughout that day and overnight. Concrete doesn't actually dry out; the water is an essential ingredient in the mix for proper curing and final strength. A garden hose with mist-spray nozzle works nicely for this.
Day two the forms can be struck and removed. The use of two-headed nails will be appreciated at this stage. Boards used for concrete forms are seldom useful for anything else, so they will need to be hauled away.
I would allow the new slab to sit for a week or so before building on it.
So, for a contractor to do this job will require two men for about 8 to 10 hours total, about 2 yards of concrete, 500 lbs. or so of sand, some lumber and nails, use of some basic tools (shovels, levels, measuring tape, saw, hammers, floats, edger, etc) and a truck for transport and debris removal.
16 to 20 hours semi-skilled labor will probably cost about $250 to $300 in wages, plus workers comp, unemployment insurance, FICA taxes, and any employee benefit plans, so probably $350 or so contractor's cost. Lumber and nails about $40. Concrete probably about $250 or so. Sand about $20. Rebar and wire mesh about $60. Gasoline for truck, other incidentals, add $40 as a rough figure. So about $700 total.
Assuming the contractors you are getting estimates from are going to be a part of the labor crew, the estimates you are receiving indicate the contractors are basically working for wages rather than much in profit. The contractor can then use a relatively unskilled helper at smaller wages and pay himself a bit more.
If I were doing small jobs like this I would try to schedule two or more such jobs at the same time, running a crew from site to site, and having the concrete deliveries done one after the other. Then there might be a bit of profit in addition to working for wages.
Of course, you can always pay for all materials (about $300) and hire a handyman to do the work, maybe act as the helper/laborer yourself. Might save a couple hundred bucks. This assumes that the guy you select actually shows up on time to do all the prep before the concrete arrives and stays around to finish up after; otherwise you are out some money without getting what you need done.
Small jobs are considerably more expensive (per foot, per yard, etc) than larger jobs. They have to be, otherwise there would be no reason for anyone to take them on. Using a licensed, experienced, reputable contractor is probably your safest bet for a good outcome.
Best regards.
How close are you to a concrete batch plant? Those trucks don't run for nothing and drivers are paid pretty good wages.
Will the concrete have to be mixed on-site? Mixer available? Gravel, sand, concrete, etc? Water on-site, or can you run a hose to supply the mixer near the job site?
8' X 8' is 64 sq. ft. A 4" slab will take a bit over 21 cu. ft. of mix. A 6" slab will take 32 cu. ft. of mix. Running a footer around the edges makes for a much stronger slab (monolithic pour), so a trench about a foot wide and a foot deep is probably a good idea, with 2 or 3 pieces of #4 or #5 rebar. This raises your concrete mix requirement to about 40 cu. ft. for a 4 slab, or about 46 cu. ft. for a 6" slab. Some welded steel wire mesh is advisable for the floor slab reinforcement.
Concrete is usually ordered and sold by the cubic yard. One cubic yard is 27 cu. ft. Your job requirements are very small for a batch-mix truck delivery, so you can expect to pay a premium price, as compared to others ordering truck-loads for larger jobs. If you take this route expect to pay for 2 cubic yards, and the driver/operator will want to have a place very nearby to dump any excess left over after your forms are filled (they usually won't take anything away with them).
Getting the forms leveled is not really difficult. This can be done with a good carpenter's level (4' or 6') working across the 4 corners or a string line-level corner to corner.
Squaring the forms is equally easy. Just measure on a diagonal from corner to opposing corner and make sure that these two dimensions are exactly the same. Your forms will require 2- 2X6 boards 8' in length, cut to exactly 8' (most are a hair longer than nominal dimension) and 2- 2X6 at 10' length cut to 8' 3" (8' slab width plus two side forms of 1.5" width each), nailed securely at the corners. Once squared up the forms should be heavily braced (heavy stakes every 12" to 16" all around driven deeply into the ground, using offset braces if the ground is soft). Then the forms can be leveled and nailed off to the support stakes (use two-headed nails so disassembly of the forms and bracing is easier later on).
Site prep: Remove all vegetation completely, including grass roots. Trench out for footer around perimeter. Lay about 2" of sand over slab base and bottom of footers. Dampen sand prior to pouring concrete (prevents excessive water loss from the concrete mix, which affects curing and final strength). Lay wire mesh for floor, held about 1.5" above the sand with small pieces of brick or similar. Lay rebar for footers, bent at 90 degrees around corners, ends lapped about 1' and secured with heavy wire ties, held about 2" to 3" above the sand on small pieces of brick or similar.
Assemble and install forms as described above. Pour concrete mix, pushing into footers with shovels and roughly leveled just above the form boards. Use a striker board (2X4-10' will work) to work concrete surface to level at form tops.
As the concrete settles the gravel will tend to drop down and the "cream" will rise to the surface. Then we use a concrete float to smooth the surface perfectly. After a few hours (and several floatings) the concrete will start to cure and the edges can be done using the edging tool. If desired a push broom can be used to apply a slight texture to the surface (safer to walk on than a slick-finished floor).
Keep the concrete dampened throughout that day and overnight. Concrete doesn't actually dry out; the water is an essential ingredient in the mix for proper curing and final strength. A garden hose with mist-spray nozzle works nicely for this.
Day two the forms can be struck and removed. The use of two-headed nails will be appreciated at this stage. Boards used for concrete forms are seldom useful for anything else, so they will need to be hauled away.
I would allow the new slab to sit for a week or so before building on it.
So, for a contractor to do this job will require two men for about 8 to 10 hours total, about 2 yards of concrete, 500 lbs. or so of sand, some lumber and nails, use of some basic tools (shovels, levels, measuring tape, saw, hammers, floats, edger, etc) and a truck for transport and debris removal.
16 to 20 hours semi-skilled labor will probably cost about $250 to $300 in wages, plus workers comp, unemployment insurance, FICA taxes, and any employee benefit plans, so probably $350 or so contractor's cost. Lumber and nails about $40. Concrete probably about $250 or so. Sand about $20. Rebar and wire mesh about $60. Gasoline for truck, other incidentals, add $40 as a rough figure. So about $700 total.
Assuming the contractors you are getting estimates from are going to be a part of the labor crew, the estimates you are receiving indicate the contractors are basically working for wages rather than much in profit. The contractor can then use a relatively unskilled helper at smaller wages and pay himself a bit more.
If I were doing small jobs like this I would try to schedule two or more such jobs at the same time, running a crew from site to site, and having the concrete deliveries done one after the other. Then there might be a bit of profit in addition to working for wages.
Of course, you can always pay for all materials (about $300) and hire a handyman to do the work, maybe act as the helper/laborer yourself. Might save a couple hundred bucks. This assumes that the guy you select actually shows up on time to do all the prep before the concrete arrives and stays around to finish up after; otherwise you are out some money without getting what you need done.
Small jobs are considerably more expensive (per foot, per yard, etc) than larger jobs. They have to be, otherwise there would be no reason for anyone to take them on. Using a licensed, experienced, reputable contractor is probably your safest bet for a good outcome.
Best regards.