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FORMWORK CYCLE CALCULATIONS
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ANDREAS LÚÐVÍKSSON
7th semester, autumn 2004
FORMWORK TIME
CALCULATION
Andreas Lúðvíksson 01/11/2004 2 of 3 7th semester, autumn 2004
Snave construction 38 Grace Avenue
Mt. Maunganui New Zealand
COMPANY STRUCTURE AND GOALS
When I had divided the concrete word down to cycles I had to calculate the time of each
cycle, both for formwork and the pouring time.
First I calculated if this project was big enough to use a crane and big forms. As the
calculation shows it will not pay up to use a crane. We will there for use DOKA aluframax
in the sizes that can be handled with out a crane.
Following calculations show the time used for erection of formwork, time of each pour of
concrete, time of vibration and time of pump for each cycle.
When calculating the time for erection of the formwork I compared many different
numbers. I got numbers form the V&S price book, Rawlins price book, Opmålerforeningen
and from the Agent for DOKA forms in Iceland. When compairing those figurs I had they
where all very different. I decided to go with the figures I got from the DOKA dealer in
Iceland at Formaco where he said that a group of 3 men could erect upto 800 m2 a week
with a crane and in big shutters 2.400*2.700 mm and upto 500 m2 a week without a crane
and in smaller shutters.
FORMWORK WITH/WITHOUT A CRANESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleThickness of wall 0.2 mtrsLength of wall 31.2 mtrsHeight of wall 2.7 mtrs
Formwork
Quant unit Description Time/h H/total Salories Total
224 m2 Formwork installation 4/5 0.2 44.8 32.93 $1,475.260.0 mtrs Rebates 0.1 0.0 33.93 $0.00
0 pcs Formwork door openings 2 0.0 32.93 $0.00224 m2 Shoring and fastening 0.1 22.4 32.93 $737.630.0 mtrs Formwork scaffolding 0.2 0.0 32.93 $0.00
224 m2 Formwork removal 1/5 0.1 22.4 33.93 $760.030 m2 Transportation of formwork 0.04 0.0 34.93 $0.00
$2,972.93
Total time of this pourTotal hours Men used Hours used Unit
Installation of formwork 89.6 3 29.9 h
Crane use if needed 22.4 hCrane needs to arrive and go 3 times * 1 hour each time 3 h
Total usage of crane 25.4 h
Need 10 ton crane from Mcloed $85 h $2,159Cost for formwork $2,973
Total cost for installing formwork $5,132
Cycle 1 with craneFor DOKA Framax 3 men can install up to 700 m2 of formwork during 1 week with a crane and most form in the size of 2400x2700 mm. As this is a small jobI will calculate that they will install 500 m2 during the week. If using 40 hours a week that is 4,1 m2/hour
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK WITH/WITHOUT A CRANESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleThickness of wall 0.2 mtrsLength of wall 31.2 mtrsHeight of wall 2.7 mtrs
Formwork
Quant unit Description Time/h H/total Salories Total
224 m2 Formwork installation 4/5 0.25 56.0 32.93 $1,844.080.0 mtrs Rebates 0.1 0.0 33.93 $0.00
0 pcs Formwork door openings 2 0.0 32.93 $0.00224 m2 Shoring and fastening 0.15 33.6 32.93 $1,106.450.0 mtrs Formwork scaffolding 0.2 0.0 32.93 $0.00
224 m2 Formwork removal 1/5 0.1 22.4 33.93 $760.030 m2 Transportation of formwork 0.04 0.0 34.93 $0.00
$3,710.56
Total time of this pourTotal hours Men used Hours used Unit
Installation of formwork 112.0 3 37.3 h
Crane use if needed 0.0 hCrane needs to arrive and go 3 times 1 hour each time 0 h
Total usage of crane 0.0 h
Need 10 ton crane from Mcloed $85 h $0Cost for formwork $3,711
Total cost for installing formwork $3,711
Cycle 1 without a craneFor DOKA ALU Framax 3 men can install up to 500 m2 of formwork during 1 week without a crane and most form in the size of 600x2700 mm. As this is a small job I will calculate that they will install 400 m2 during the week. If using 40 hours a week that is 3.33 m2/hour
01/11/2004 2Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 4 peopleThickness of wall 0.5 mtrsLength of wall 123.0 mtrsHeight of wall 0.15 mtrsReo 90.0 kg. pr/m3Height of each layer 0.50 mtrsNumber of layers 1.0 pcsDistance between vibration 0.8 mtrAmount of dip-in per round 154 pcs
1.0 layers Amount of rounds 154 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
36.9 m2 Formwork installation 4/5 0.65 24.0 32.93 $789.830.0 mtrs Rebates 0.2 0.0 33.93 $0.00
0 pcs Formwork door openings 2 0.0 32.93 $0.0036.9 m2 Shoring and fastening 0.15 5.5 32.93 $182.27
0.0 mtrs Formwork scaffolding 0.2 0.0 32.93 $0.0036.9 m2 Formwork removal 1/5 0.16 5.9 33.93 $200.3236.9 m2 Transportation of formwork 0.04 1.5 34.93 $51.56
36.90 $1,223.97
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
9.2 m3 Concrete V&S 04.10.31,05 1.013 9.3 32.93 $307.73830 kg Reo V&S 04.10.27,01 0.045 37.4 32.93 $1,230.31
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$1,605.89
Vibration
Quant unit description Time/sec H/total Salories Total
153.8 pcs Dip ins for vibration 15 0.6 32.93 $21.10
$77.26 per m2 of formwork Total price for labor $2,850.96$309.05 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 35.4 3 11.8 hPlacement of concrete 9.3 4 2.3 hVibration 0.6 1 0.6 h
Concrete pump if needed 2.3 hCrane use if needed 10.0 h
Foundation under swimming pool
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 8 peopleThickness of wall 0.5 mtrsLength of wall 123.0 mtrsHeight of wall 0.15 mtrsReo 90.0 kg. pr/m3Height of each layer 0.50 mtrsNumber of layers 1.0 pcsDistance between vibration 0.8 mtrAmount of dip-in per round 154 pcs
1.0 layers Amount of rounds 154 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
18.45 m2 Formwork installation 4/5 0.65 12.0 32.93 $394.910.0 mtrs Rebates 0.2 0.0 33.93 $0.00
0 pcs Formwork door openings 2 0.0 32.93 $0.0018.45 m2 Shoring and fastening 0.15 2.8 32.93 $91.13
0.0 mtrs Formwork scaffolding 0.2 0.0 32.93 $0.0018.45 m2 Formwork removal 1/5 0.16 3.0 33.93 $100.1618.45 m2 Transportation of formwork 0.04 0.7 34.93 $25.78
18 $611.99
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
78.1 m3 Concrete V&S 04.10.31,05 1.013 79.1 32.93 $2,605.277,029 kg Reo V&S 04.10.27,01 0.045 316.3 32.93 $10,415.92
5 pcs Cleaning 2.0 10.0 33.93 $339.30
$13,360.49
Vibration
Quant unit description Time/sec H/total Salories Total
153.8 pcs Dip ins for vibration 15 0.6 32.93 $21.10
$758.46 per m2 of formwork Total price for labor $13,993.57$179.18 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 17.7 3 5.9 hPlacement of concrete 79.1 8 9.9 hVibration 0.6 1 0.6 h
Concrete pump if needed 9.9 hCrane use if needed 5.0 h
Foundation & slab in swimming pool
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 4 peopleThickness of wall 0.8 mtrsLength of wall 23.0 mtrsHeight of wall 0.50 mtrsReo 90.0 kg. pr/m3Height of each layer 0.50 mtrsNumber of layers 1.0 pcsDistance between vibration 0.8 mtrAmount of dip-in per round 29 pcs
1.0 layers Amount of rounds 29 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
23.00 m2 Formwork installation 4/5 0.65 15.0 32.93 $492.300.0 mtrs Rebates 0.2 0.0 33.93 $0.00
0 pcs Formwork door openings 2 0.0 32.93 $0.0023 m2 Shoring and fastening 0.15 3.5 32.93 $113.61
0.0 mtrs Formwork scaffolding 0.2 0.0 32.93 $0.0023 m2 Formwork removal 1/5 0.16 3.7 33.93 $124.8623 m2 Transportation of formwork 0.04 0.9 34.93 $32.14
23.00 $762.91
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
9.2 m3 Concrete V&S 04.10.31,05 1.013 9.3 32.93 $306.89828 kg Reo V&S 04.10.27,01 0.045 37.3 32.93 $1,226.97
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$1,601.73
Vibration
Quant unit description Time/sec H/total Salories Total
28.8 pcs Dip ins for vibration 15 0.1 32.93 $3.94
$102.98 per m2 of formwork Total price for labor $2,368.58$257.45 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 22.1 3 7.4 hPlacement of concrete 9.3 4 2.3 hVibration 0.1 1 0.1 h
Concrete pump if needed 2.3 hCrane use if needed 6.2 h
Foundation in main building
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
CONCRETE SLABSSnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 16 peopleThickness of slab 0.20 mtrsSize of slab 1,180.0 m2Length of foundations - mtrsHeight of foundation - mtrsConcrete per mtr of foundation - m3Reo 90.0 kg. pr/m3Height of each layer 0.15 mtrsDistance between vibration 0.8 mtrAmount of dip-ins 1,475 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
132 m2 Formwork installation 3/5 1.1 145.2 32.93 $4,781.440.0 mtrs Formwork around edges 0.2 0.0 33.93 $0.00
132 m2 Shoring and fastening 0.23 30.4 32.93 $999.750.0 mtrs scaffolding and safety 0.2 0.0 32.93 $0.00
132 m2 Formwork removal 2/5 0.532 70.2 33.93 $2,382.70132 m2 Transportation of formwork 0.04 5.3 34.93 $184.43
251.1 h $8,348.32
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
245.85 m3 Concrete V&S 04.10.31,05 0.82 202.3 32.93 $6,662.8822,127 kg Reo V&S 04.10.27,01 0.045 995.7 32.93 $32,788.15
5 pcs Cleaning 2.0 10.0 33.93 $339.30
1,208.0 $39,790.33
Vibration
Quant unit description Time/sec H/total Salories Total
1,475.0 pcs Dip ins for vibration 15 6.1 32.93 $202.38
$366.22 per m2 of formwork Total price for labor $48,341.03$196.63 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Placement of concrete 202.3 16 12.6 hVibration 6.1 1 6.1 h
Concrete pump if needed 12.6 hCrane use if needed 73.6 h
Slabs and concrete floors
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 4 peopleThickness of wall 0.2 mtrsLength of wall 39.8 mtrsHeight of wall 2.7 mtrsReo 90.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 9.0 pcsDistance between vibration 0.3 mtrAmount of dip-in per round 133 pcs
9.0 layers Amount of rounds 1,194 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
223.9 m2 Formwork installation 4/5 0.25 56.0 32.93 $1,843.2639.8 mtrs Rebates 0.2 8.0 33.93 $270.08
0 pcs Formwork door openings 2 0.0 32.93 $0.00223.9 m2 Shoring and fastening 0.15 33.6 32.93 $1,105.95
39.8 mtrs Formwork scaffolding 0.2 8.0 32.93 $262.12223.9 m2 Formwork removal 1/5 0.1 22.4 33.93 $759.69223.9 m2 Transportation of formwork 0.04 9.0 34.93 $312.83
114.4 $4,553.94
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
21.5 m3 Concrete V&S 04.10.31,05 1.01 21.8 32.93 $716.931,934 kg Reo V&S 04.10.27,01 0.045 87.0 32.93 $2,866.31
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$3,651.10
Vibration
Quant unit description Time/sec H/total Salories Total
1,194.0 pcs Dip ins for vibration 15 5.0 32.93 $163.83
$37.38 per m2 of formwork Total price for labor $8,368.87$389.39 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 119.9 3 40.0 hPlacement of concrete 21.8 4 5.4 hVibration 5.0 1 5.0 h
Concrete pump if needed 5.4 hCrane use if needed 28.8 h
CYCLE no 1
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 4 peopleThickness of wall 0.2 mtrsLength of wall 37.0 mtrsHeight of wall 2.7 mtrsReo 90.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 9.0 pcsDistance between vibration 0.3 mtrAmount of dip-in per round 123 pcs
9.0 layers Amount of rounds 1,110 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
199.0 m2 Formwork installation 4/5 0.25 49.7 32.93 $1,637.9437.0 mtrs Rebates 0.2 7.4 33.93 $251.08
6 pcs Formwork door openings 2 12.0 32.93 $395.16198.96 m2 Shoring and fastening 0.15 29.8 32.93 $982.76
37.0 mtrs Formwork scaffolding 0.2 7.4 32.93 $243.68198.96 m2 Formwork removal 1/5 0.1 19.9 33.93 $675.07198.96 m2 Transportation of formwork 0.04 8.0 34.93 $277.99
134 $4,463.68
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
19.98 m3 Concrete V&S 04.10.31,05 1.01 20.2 32.93 $666.491,798 kg Reo V&S 04.10.27,01 0.045 80.9 32.93 $2,664.66
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$3,399.02
Vibration
Quant unit description Time/sec H/total Salories Total
1,110.0 pcs Dip ins for vibration 15 4.6 32.93 $152.30
$40.28 per m2 of formwork Total price for labor $8,015.00$401.15 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 118.9 3 39.6 hPlacement of concrete 20.2 4 5.1 hVibration 4.6 1 4.6 h
Concrete pump if needed 5.1 hCrane use if needed 29.7 h
CYCLE no 2
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 4 peopleThickness of wall 0.2 mtrsLength of wall 33.7 mtrsHeight of wall 2.7 mtrsReo 90.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 9.0 pcsDistance between vibration 0.3 mtrAmount of dip-in per round 112 pcs
9.0 layers Amount of rounds 1,011 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
223.9 m2 Formwork installation 4/5 0.25 56.0 32.93 $1,843.2633.7 mtrs Rebates 0.2 6.7 33.93 $228.69
0 pcs Formwork door openings 2 0.0 32.93 $0.00223.9 m2 Shoring and fastening 0.15 33.6 32.93 $1,105.95
33.7 mtrs Formwork scaffolding 0.2 6.7 32.93 $221.95223.9 m2 Formwork removal 1/5 0.1 22.4 33.93 $759.69223.9 m2 Transportation of formwork 0.04 9.0 34.93 $312.83
134.4 $4,472.37
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
18.198 m3 Concrete V&S 04.10.31,05 1.01 18.4 32.93 $607.051,638 kg Reo V&S 04.10.27,01 0.045 73.7 32.93 $2,427.00
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$3,101.91
Vibration
Quant unit description Time/sec H/total Salories Total
1,011.0 pcs Dip ins for vibration 15 4.2 32.93 $138.72
$34.45 per m2 of formwork Total price for labor $7,713.00$423.84 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 118.7 3 39.6 hPlacement of concrete 18.4 4 4.6 hVibration 4.2 1 4.2 h
Concrete pump if needed 4.6 hCrane use if needed 28.4 h
CYCLE no 3
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 4 peopleThickness of wall 0.2 mtrsLength of wall 34.8 mtrsHeight of wall 2.7 mtrsReo 90.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 9.0 pcsDistance between vibration 0.3 mtrAmount of dip-in per round 116 pcs
9.0 layers Amount of rounds 1,044 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
198.5 m2 Formwork installation 4/5 0.25 49.6 32.93 $1,633.7434.8 mtrs Rebates 0.2 7.0 33.93 $236.15
1 pcs Formwork door openings 2 2.0 32.93 $65.86198.45 m2 Shoring and fastening 0.15 29.8 32.93 $980.24
34.8 mtrs Formwork scaffolding 0.2 7.0 32.93 $229.19198.45 m2 Formwork removal 1/5 0.1 19.8 33.93 $673.34198.45 m2 Transportation of formwork 0.04 7.9 34.93 $277.27
123.1 $4,095.80
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
18.792 m3 Concrete V&S 04.10.31,05 1.01 19.0 32.93 $626.871,691 kg Reo V&S 04.10.27,01 0.045 76.1 32.93 $2,506.22
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$3,200.95
Vibration
Quant unit description Time/sec H/total Salories Total
1,044.0 pcs Dip ins for vibration 15 4.4 32.93 $143.25
$37.49 per m2 of formwork Total price for labor $7,440.00$395.91 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 108.2 3 36.1 hPlacement of concrete 19.0 4 4.8 hVibration 4.4 1 4.4 h
Concrete pump if needed 4.8 hCrane use if needed 26.1 h
CYCLE no 4
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 4 peopleThickness of wall 0.2 mtrsLength of wall 24.5 mtrsHeight of wall 2.7 mtrsReo 90.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 9.0 pcsDistance between vibration 0.3 mtrAmount of dip-in per round 82 pcs
9.0 layers Amount of rounds 735 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
140.1 m2 Formwork installation 4/5 0.25 35.0 32.93 $1,153.6224.5 mtrs Rebates 0.2 4.9 33.93 $166.26
3 pcs Formwork door openings 2 6.0 32.93 $197.58140.13 m2 Shoring and fastening 0.15 21.0 32.93 $692.17
24.5 mtrs Formwork scaffolding 0.2 4.9 32.93 $161.36140.13 m2 Formwork removal 1/5 0.1 14.0 33.93 $475.46140.13 m2 Transportation of formwork 0.04 5.6 34.93 $195.79
91.5 $3,042.24
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
13.23 m3 Concrete V&S 04.10.31,05 1.01 13.4 32.93 $441.331,191 kg Reo V&S 04.10.27,01 0.045 53.6 32.93 $1,764.44
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$2,273.63
Vibration
Quant unit description Time/sec H/total Salories Total
735.0 pcs Dip ins for vibration 15 3.1 32.93 $100.85
$38.65 per m2 of formwork Total price for labor $5,416.71$409.43 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 81.0 3 27.0 hPlacement of concrete 13.4 4 3.4 hVibration 3.1 1 3.1 h
Concrete pump if needed 3.4 hCrane use if needed 20.0 h
CYCLE no 5
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 2 peopleWork force for concrete 3 peopleThickness of wall 0.15 mtrsAmaount of forms 40.0 mtrsHeight of wall ( averige) 3.0 mtrsReo 45.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 10.0 pcsDistance between vibration 1 mtrAmount of dip-in per round 40 pcs
10.0 layers Amount of rounds 400 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
40.0 pcs Formwork installation 1 40.0 32.93 $1,317.200.0 mtrs Rebates 0.2 0.0 33.93 $0.00
0 pcs Formwork door openings 2 0.0 32.93 $0.0040 pcs Shoring and fastening 1 40.0 32.93 $1,317.20
40.0 mtrs Formwork scaffolding 1 40.0 32.93 $1,317.2040 m2 Formwork removal 0.5 20.0 33.93 $678.6040 m2 Transportation of formwork 0.04 1.6 34.93 $55.89
121.6 $4,686.09
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
3.7 m3 Concrete V&S 04.10.31,05 1.01 3.7 32.93 $122.09165 kg Reo V&S 04.10.27,01 0.045 7.4 32.93 $244.06
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$434.01
Vibration
Quant unit description Time/sec H/total Salories Total
400.0 pcs Dip ins for vibration 15 1.7 32.93 $54.88
$129.37 per pcs of formwork Total price for labor $5,174.98$1,413.93 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 140.0 2 70.0 hPlacement of concrete 3.7 3 1.2 hVibration 1.7 1 1.7 h
Concrete pump if needed 1.2 hCrane use if needed 50.0 h
ELEMENT CONNCECTIONS
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 2 peopleWork force for concrete 2 peopleDiameter of pile 0.6 mtrsLength of piles 62.7 mtrsHeight of each pile 3.3 mtrsReo 90.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 11.0 pcsDistance between vibration 1 mtrAmount of dip-in per round 11 pcs
11.0 layers Amount of rounds 209 pcs
Boring for piles
Quant unit Description Time/h H/total Salories Total
0.0 32.93 $0.000.0 33.93 $0.000.0 32.93 $0.000.0 32.93 $0.000.0 32.93 $0.000.0 33.93 $0.000.0 34.93 $0.00
0.0 $0.00
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
17.7 m3 Concrete V&S 04.10.31,05 1.30 23.0 32.93 $756.551,593 kg Reo V&S 04.10.27,01 0.045 71.7 32.93 $2,360.59
1 pcs Cleaning 2.0 2.0 33.93 $67.86
$3,185.00
Vibration
Quant unit description Time/sec H/total Salories Total
209.0 pcs Dip ins for vibration 15 0.9 32.93 $28.68
$169.14 per m2 of formwork Total price for labor $3,213.68$181.56 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 0.0 2 0.0 hPlacement of concrete 23.0 2 11.5 hVibration 0.9 1 0.9 h
Concrete pump if needed 11.5 hCrane use if needed 0.0 h
PILE FOUNDATION
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
FORMWORK and CONCRETESnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 2 peopleDiameter fo columns 0.3 mtrsLength of columns 76.0 mtrsHeight of columns 4.0 mtrsReo 90.0 kg. pr/m3Height of each layer 0.30 mtrsNumber of layers 13.3 pcsDistance between vibration 1 mtrAmount of dip-in per round 13 pcs
13.3 layers Amount of rounds 178 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
19.0 pcs Formwork installation 1 19.0 32.93 $625.670.0 mtrs Rebates 0.2 0.0 33.93 $0.00
0 pcs Formwork door openings 2 0.0 32.93 $0.0019 mtrs Shoring and fastening 1 19.0 32.93 $625.67
19.0 pcs Formwork scaffolding 1 19.0 32.93 $625.6719 pcs Formwork removal 1/5 1 19.0 33.93 $644.6719 pcs Transportation of formwork 0.04 0.8 34.93 $26.55
57.8 $2,548.23
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
7.6 m3 Concrete V&S 04.10.31,05 1.01 7.7 32.93 $253.52684 kg Reo V&S 04.10.27,01 0.045 30.8 32.93 $1,013.59
19 pcs Cleaning 0.2 3.8 33.93 $128.93
$1,396.04
Vibration
Quant unit description Time/sec H/total Salories Total
177.8 pcs Dip ins for vibration 15 0.7 32.93 $24.39
$208.88 per m2 of formwork Total price for labor $3,968.66$522.19 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Installation of formwork 76.0 3 25.3 hPlacement of concrete 7.7 2 3.8 hVibration 0.7 1 0.7 h
Concrete pump if needed 3.8 hCrane use if needed 19.0 h
COLUMNS
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
CONCRETE SLABSSnave construction
39 Grace AvenueMt. Maunganui
New Zealand
Facts
Work force for formwork 3 peopleWork force for concrete 8 peopleThickness of slab 0.20 mtrsSize of slab 171.3 m2Length of foundations 15.0 mtrsHeight of foundation 0.8 mtrsConcrete per mtr of foundation 0.4 m3Reo 90.0 kg. pr/m3Height of each layer 0.20 mtrsDistance between vibration 0.8 mtrAmount of dip-ins 214 pcs
Formwork
Quant unit Description Time/h H/total Salories Total
171.3 m2 Formwork installation 3/5 1.1 188.4 32.93 $6,205.002.4 mtrs Formwork around edges 0.2 0.5 33.93 $16.29
171.3 m2 Shoring and fastening 0.23 39.4 32.93 $1,297.4115.0 mtrs scaffolding and safety 0.2 3.0 32.93 $98.79
171.3 m2 Formwork removal 2/5 0.532 91.1 33.93 $3,092.10171.3 m2 Transportation of formwork 0.04 6.9 34.93 $239.34
329.3 h $10,948.92
Placement of Concrete & reo
Quant unit description Time/h H/total Salories Total
34.26 m3 Concrete V&S 04.10.31,05 0.82 28.2 32.93 $928.493,083 kg Reo V&S 04.10.27,01 0.045 138.8 32.93 $4,569.14
1 pcs Cleaning 2.0 2.0 33.93 $67.86
168.9 $5,565.49
Vibration
Quant unit description Time/sec H/total Salories Total
214.1 pcs Dip ins for vibration 15 0.9 32.93 $29.38
$96.58 per m2 of formwork Total price for labor $16,543.79$482.89 per m3 of concrete
Total time of this pourTotal hours Men used
Hours used Unit
Placement of concrete 28.2 8 3.5 hVibration 0.9 1 0.9 h
Concrete pump if needed 3.5 hCrane use if needed 96.6 h
Concrete Slab over changing rooms
01/11/2004 1Andreas Lúðviksson
7th semester,autumn 2004
