Selectionofpm

Page 1

Key areas Case no. 7TH SEMESTER FINAL PROJECT Case: JÕEKAARE RESIDENTIAL DISTRICT

Page:

by:

HENRY PILK

Doc.nr.: Contract work: MAIN CONTRACT FORM Area/location/I.D.:

No.: 1 2 3 4 5 6 7 8 9 10 11 12 13

Subject: ROOF WET ROOMS PARKING LEVEL FLOOR BEAM-SYSTEM GROUNDBEAMS TECHNICAL INSTALLATIONS RAISED LEVEL OF EARTH STAIRS & LANDINGS EXTERIOR WALL (KNAUF) EXTERIOR WALL (CONCRETE SANDWICH) WINDOWS BALCONIES FLOORS IN APARTMENTS

Accepted Date:

Sign:

Reference / Comment:

SUBJECTS ARE NOT PRIORITIZED

Date: Copy

11.12.13

Made by: HENRY PILK

Date: Comm. .:

App. by

BPS Risc Analyse 1A


Scrutinize Toppics Case nr.

7TH SEMESTER FINAL PROJECT

HENRY PILK

Page:

Case: JĂ•EKAARE RESIDENTIAL DISTRICT Doc. Nr. Contractor/work/subject: FLOORS Phase:

Brief

Outline proposal

Scheme design

DD1

DD2

Vetting areas : FLOOR LEVEL SERVICE INSTALLATIONS INSULATION Project material to be investigated: (99)2.5-6

(23)5.1; (22)5.1 Other materials (Check lists & references..)

Results of the vetting FLOOR LEVEL enough to fit the services. Same floorlever everywhere in the building. SERVICE INSTALLATIONS length of the services are minimum INSULATION added around balconies to block cold bridge. Acoustics are fine without it.

Vetting made by: HENRY PILK Date: 19.12

Date: Copy:

11.12.13

Reference:

Made by:

HENRY PILK

Date:

Approwed:

Notes.:

BPS Quality Assurences 5B


Scrutinize Toppics Case nr.

7TH SEMESTER FINAL PROJECT

HENRY PILK

Page:

Case: JĂ•EKAARE RESIDENTIAL DISTRICT Doc. Nr. Contractor/work/subject: GROUND IN PARKINGLEVEL Phase:

Brief

Outline proposal

Scheme design

DD1

DD2

Vetting areas: LEVEL GRADIENT EARTH UNDER THE FLOOR MOISTURE WATER DRAINS LOADBEARING Project material to be investigated: (99)2.5-6 (99)3.1-4

Other materials (Check lists & references..)

Results of the vetting LEVEL : Entrance to the parking is with a gradient, level is slightly higher than ground GRADIENT : Something to look in DD2 EARTH UNDER THE FLOOR : Compressed MOISTURE : Asphalt provides protection WATER DRAINS : no need for it LOADBEARING : correct component chosen ( for traffic) Vetting made by: Henry Pilk Date: 18.12.13

Date: Copy:

11.12.13

Reference:

Made by:

HENRY PILK

Date:

Approwed:

Notes.:

BPS Quality Assurences 5B


Scrutinize Toppics Case nr.

7TH SEMESTER FINAL PROJECT

HENRY PILK

Page:

Case: JÕEKAARE RESIDENTIAL DISTRICT Doc. Nr. Contractor/work/subject: ROOF Phase:

Brief

Outline proposal

Scheme design

DD1

DD2

Vetting areas : INSULATION ROOFINGFELT VAPOR BARRIER GRADIENT SUPPORTS FOR AGREGATOR SERVICE DUCTS PARAPET Project material to be investigated: (99)2.5-6 (99)3.1-4

Other materials (Check lists & references..)

Results of the vetting INSULATION fullfils the energy requirements. ROOFINGFELT 2x layer VAPOR BARRIER installed under the insulation GRADIENT 1:40 – succeeded with leveling insulation SUPPORTS FOR AGREGATOR plate under the footing of agregator to spread the loads evenly SERVICE DUCTS Vetting made by: HENRY PILK Date: 19.12

Date: Copy:

11.12.13

Reference:

Made by:

HENRY PILK

Date:

Approwed:

Notes.:

BPS Quality Assurences 5B


Scrutinize, - Results Case nr.

7TH SEMESTER FINAL PROJECT

HENRY PILK

Page:

Case: JÕEKAARE RESIDENTIAL DISTRICT Doc. Nr. Area/location/Identifikation: FLOORS IN THE APARTMENTS Phase:

Brief

Vetting team : Toppic: FLOOR LEVEL SERVICE INSTALLATIONS INSULATION

Date: Copy to:

11.12.13

Outline proposal

Recommends Laminated floor on leveling components (hight 160mm) Required space provided Only to block coldbridge near balconies

Made by:

Scheme design

Project responsible: Conclusion OK – checked again on construction period OK

DD1

Approwed Date:

DD2

Signed:

Check on site

HENRY PILK

Date: Notes.:

Seen approwed by

Reference/ Comments.:


Scrutinize, - Results Case nr.

7TH SEMESTER FINAL PROJECT

HENRY PILK

Page:

Case: JÕEKAARE RESIDENTIAL DISTRICT Doc. Nr. Contractor/work/subject: GROUND IN PARKINGLEVEL Phase:

Brief

Outline proposal

Vetting team: Toppic: LEVEL

Recommends 200mm above groundlevel – ramp needed GRADIENT Only at the access – 5% EARTH UNDER THE Earth compressed, FLOOR gravel layd top and compressed MOISTURE Asphalt layer provides proof WATER DRAINS Assambled to the access to the parking level

Date: Copy to:

11.12.13

Made by:

Scheme design

DD1

Project responsible: Conclusion Measured on site

Approwed Date: 23.12

Measured on site

23.12

Check on site

23.12

OK

23.12

OK

23.12

HENRY PILK

Date: Notes.:

DD2

Signed:

Seen approwed by

Reference/ Comments.:


Scrutinize, - Results Case nr.

7TH SEMESTER FINAL PROJECT

HENRY PILK

Page:

Case: JĂ•EKAARE RESIDENTIAL DISTRICT Doc. Nr. Contractor/work/subject: ROOF Phase:

Brief

Outline proposal

Scheme design

Vetting team: Toppic: INSULATION

Recommends 450mm + leveling

Project responsible: Conclusion ok

ROOFINGFELT

2x layer

ok

VAPOR BARRIER

Installed under the insulation 1:40

ok

GRADIENT SUPPORTS FOR AGREGATOR

Pavement tile?

PARAPET

300mm with gradient inside

Date: Copy to:

11.12.13

Made by:

DD1

Approwed Date:

DD2

Signed:

Reference/ Comments.:

Measured and checked on site ok

ok

HENRY PILK

Date:

Seen approwed by

Notes.:

BPS Quality Assurence 5C


Project Control Case nr.:

7TH SEMESTER FINAL PROJECT

Page:

By:

HENRY PILK

Case: JĂ•EKAARE RESIDENTIAL DISTRICT Doc.nr.: Area/Location/Identifikation: PLAN DRAWINGS & SECTIONS Phase:

Brief

Outline Proposal

Scheme design

DD1

DD2

Nr.: 1

Activity/Toppic: ADD FORMALITY TO DRAWINGS

Ref.:/ Drawing nr..: (99)3.1

Appowed Date: 21.12

2

DEFINE THE SLOPE FOR PARKINGLEVEL

(99)3.1

21.12

ok

3

OPTIMIZE THE MESUREMENT' FONTSIZE

21.12

ok

4

FINISH THE MESUREMENTS

(99)3.1, (99)3.2 (99)3.2

21.12

ok

5

CORRECT HATCHING

(99)3.2

21.12

ok

6

CHECK BUILDING REGULATIONS FOR PEOPLE WITH DISABILITIES

(99)3.2

21.12

ok

7

OPTIMIZE THE WALLS ONTO ONE LINE

(99)3.2

21.12

ok

8

ADD LABELS AND SQM FOR THE DIFFERENT ROOMS

(99)3.2

21.12

ok

9

DRAW THE DRAINAGE FOR THE PARKING LEVEL

(99)3.1

21.12

ok

10

Explanatory text for components missing Develope the keypoint for foundation and wall Fully develope the ground supported floor Hatches and materials are not defined in plans and sections Chect heights

(99)2.5

21.12

Ok

(99)2.5 (19)3.1 (99)2.5

21.12

Ok

21.12

Ok

(99)2.5; (99)3.2 (99)2.5

21.12

Ok

Check acoustics in staircase and hallways Does hallways need ceiling?

(99)2.5 (99)3.2 (99)2.5

21.12

Ok

21.12

Ok

Develope the keypoints for loadbearing elements Reference lines for loadbearing elements might be necessary Add insulation near balconies to block cold bridge Beams need to be isolated regarding with firesafety demands

(99)2.5

11 12 13 14 15 16 17 18 19 20

21.12

Sign:

Reference/ Comment: ok

ok

Ok

(99)2.5

21.12

Ok

(99)2.5

21.12

ok

(99)2.5


Nr.: 15

Comment: Problem aknoledged and will be considered further in DD1 Extra 2 layers of plasterboard to be installed on the lightweight blockwork

2

Area developed to its complete in DD2

16

All ceiling areas in building needs to be covered – do to in DD1

9 19 20

No need for drainage inside the parking level, it is necessary only at the access Balcony connection to slabs need to be insulated! To do in DD1 Problem aknoledged – changes will be carried out in DD1

Date:

10.12.13

Copy :

Checked by MARIANNE PROOMET

Date:

Seen/appr.:

Bem.:

BPS Quality Assurence 6


JÕEKAARE RESIDENTIAL DISTRICT

JÕEKAARE RESIDENTIAL DISTRICT Num

Text

Unit Quantity

Total CP

Social costs Cost Incl. Overhead

Fixed Cost

Profit

Sales Price Total Profit Margin

Site&Substructures (23)21.11,01 D¿kelement beton, 220 x 1.197 x 6.000 mm

m2

180

115 223,40

2 449,80

117 673,20

2 444,40

17 650,80

137 768,00

0,146

03.05.20,01

m3

195

25 849,20

1 922,70

27 771,90

1 918,80

4 165,20

33 856,00

0,180

(12)11.02,01 Fundament af beton og 100 mm letklinkerblokke

lbm

91

15 424,50

2 365,09

17 789,59

2 358,72

2 668,12

22 816,00

0,220

(13)21.40,00 Terr¿nd¿k 350 mm polystyren EPS 80/beton

m2

67

42 274,99

2 776,48

45 051,47

2 769,78

6 758,29

54 580,00

0,175

(40)36.12,00 Adgangsveje af asfalt på asfaltb¿relag

m2

613

160 183,03

686,56

160 869,59

686,56

24 133,81

185 690,00

0,134

stk

42

315 000,00

135 450,00

450 450,00

0,00

0,00

495 495,00

0,091

(10)21.05,00 Jord i byggegrube, maskinel udgravning

m3

365

43 694,15

2 222,85

45 917,00

2 219,20

6 887,55

55 024,00

0,166

(22)21.05,00 Inderv¿gselement af beton, t 120 mm

m2

93

101 687,13

3 760,92

105 448,05

3 751,62

15 817,44

125 017,00

0,157

819 336,40

151 634,40

970 970,80

16 149,08

78 081,21

1 110 246,00

0,125

Jord fra depot - tilfylde og komprimere

Sigma EstimatesTM

STUDENT EDITION - NOT FOR COMMERCIAL USE

Pile Foundation

Primary Structures (22)21.08,03 Inderv¿g af uarmeret beton, t 200 mm

m2

197

114 977,08

18 508,15

133 485,23

18 472,69

20 007,32

171 965,00

0,224

(21)31.20,00 Facadeelement af beton, 310 mm isolering

m2

419

166 669,82

40 890,21

207 560,03

40 793,84

31 131,70

279 486,00

0,257

04.10.69,05

m2

3 548

1 884 626,64

45 201,52

1 929 828,16

45 095,08

289 481,32

2 264 405,00

0,148

m2

1 021

743 533,04

260 252,90

1 003 775,73

259 650,51

150 566,87

1 413 993,00

0,290

Langd¿k type DE, 215 mm x 12M x 96M

(21)34.12,00 Stålskelet, 245 95 mm, med stålplader (25)24.51,01 Ståls¸jle m/isolering på 4 sider (BS-90)

lbm

382

484 723,62

24 520,58

509 244,20

24 497,66

76 583,36

610 325,00

0,166

04.16.20,01

m2

1 980

545 866,20

103 653,00

649 519,20

103 415,40

97 416,00

850 351,00

0,236

m2

517

156 831,95

30 234,16

187 066,11

30 161,78

28 062,76

245 291,00

0,237

Inderv¿g, 100 mm Porebetonblokke t/puds

(22)24.05,00 70 mm stålskelet, 2 x 1 lag gipsplader (24)31.05,00 Pr¿fabrikeret betontrappe med repos DELTABEAM

stk lbm

8

127 012,40

9 165,52

136 177,92

9 144,64

20 427,20

165 750,00

0,178

756

907 200,00

390 096,00

1 297 296,00

0,00

0,00

1 427 026,00

0,091

(26)34.30,00 Altan med lige r¿kv¿rk, 2.000 x 900 mm

stk

104

138 002,80

50 241,36

188 244,16

50 123,84

28 236,00

266 604,00

0,294

(27)11.14,02 Tagd¿k, beton 215 x 12.000 mm

m2

550

563 882,00

13 453,00

577 335,00

13 420,00

86 597,50

677 352,00

0,148

5 833 325,55

986 216,40

6 819 531,74

594 775,44

828 510,03

8 372 548,00

0,185

C:\Users\HA-PE-II\Dropbox\SEMESTER7\3Scheme Design\PLANNING&MANAGEMENT\BUDGET\BUDGETSCHEMEDESIGN7THSEMESTERHENRYPILK.sig

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JÕEKAARE RESIDENTIAL DISTRICT

Num

Text

Unit Quantity

Total CP

Social costs Cost Incl. Overhead

Fixed Cost

Profit

(66)11.07,00 Personelevator med 3 stop, uden maskinrum

stk

1

50 000,00

0,00

(31)29.30,00 Halvd¸r, tr¿/alu, fyldning/2 lags energi, 948 x 2.118 mm

stk

4

2 066,72

888,68

04.30.05,12

Fast vindue af tr¿ 788 x 1.988 mm

stk

66

21 702,78

9 332,40

(31)29.25,01 Terrassed¸r, tr¿/alu, 3 lags rude, 948 x 2.118 mm

stk

48

18 701,76

(31)42.11,03 Fast vindue, plast, 1.988 x 1.388 mm, 3 lags

stk

50

20 688,50

Sales Price Total Profit Margin

50 000,00

0,00

7 500,00

57 500,00

2 955,40

886,64

443,32

4 285,00

0,310

31 035,18

9 310,62

4 654,98

45 001,00

0,310

8 041,92

26 743,68

8 023,20

4 011,36

38 778,00

0,310

8 896,00

29 584,50

8 875,50

4 437,50

42 898,00

0,310

Completion 0,130

(31)22.35,01 Facaded¸r, plast, 1 stk. 3 lags rude, 1.048 x 2.118 mm

stk

1

632,05

271,78

903,83

271,15

135,57

1 311,00

0,311

(32)15.30,00 Brandd¸r BD-60, 900 x 2.100 mm, hvidmalet

stk

54

47 223,00

17 040,78

64 264,32

16 998,66

9 642,78

90 906,00

0,293

(32)15.25,03 Brandd¸r BD-30, basisfarve, till¿g

stk

114

68 197,08

0,00

68 197,08

0,00

10 229,22

78 426,00

0,130

(35)22.05,00 Gipsplader på spredt underlag

2

m

2 584

426 773,44

73 308,08

500 081,52

73 127,20

75 065,20

648 274,00

0,229

(37)25.20,02 Ovenlyskuppel 1.000 x 1.000 mm akryl

stk

1

1 318,39

387,59

1 705,98

386,70

255,90

2 349,00

0,274

657 303,72

118 167,23

775 471,49

117 879,67

116 375,83

1 009 728,00

0,232

0,184

Sigma EstimatesTM

STUDENT EDITION - NOT FOR COMMERCIAL USE

Finishes (47)16.09,00 Dobbelt tagpapd¿kning, krydsfiner/OSB < 20°

m2

550

135 410,00

10 983,50

146 393,50

10 961,50

21 956,00

179 311,00

(45)17.07,00 Plastmaling på betonelementer

m2

341

19 839,38

3 167,89

23 007,27

3 161,07

3 454,33

29 623,00

0,223

(45)17.10,00 Plastmaling på gips-loftplader

m2

2 861

171 345,29

32 014,59

203 359,88

31 957,37

30 469,65

265 787,00

0,235

(43)11.05,01 Slidlag, 40 mm, på betongulv

m2

341

107 483,20

12 078,22

119 561,42

12 047,53

17 933,19

149 542,00

0,200

(43)25.12,02 Undergulv, spånplader 22 mm, på str¸er/isolering

m2

2 584

584 785,04

117 184,40

701 969,44

116 926,00

105 298,00

924 193,00

0,240

(43)22.06,06 Gulvfliser, 300 x 300 mm, farvet, vådrum

m2

277

270 174,72

52 535,82

322 710,54

52 411,17

48 405,75

423 527,00

0,238

(42)12.06,04 V¿gfliser, 100 x 200 mm, hvid, vådrum/letbeton

m2

1 248

931 881,60

237 993,60

1 169 875,20

237 444,48

175 481,28

1 582 801,00

0,261

(42)17.11,00 Plastv¿gmaling, gipsplader

m2

1 034

61 088,72

15 303,20

76 381,58

15 261,84

11 467,06

103 110,00

0,259

(42)17.10,00 Plastv¿gmaling, porebetonplader

m2

3 960

359 211,60

78 883,20

438 094,80

78 724,80

65 815,20

582 635,00

0,248

(41)31.44,01 Filtsning med farvet m¸rtel, teglstensv¿g

m2

560

66 690,40

18 222,40

84 912,80

18 177,60

12 734,40

115 825,00

0,267

04.23.15,04

m2

491

178 719,09

26 887,16

205 606,25

26 823,33

30 844,62

263 274,00

0,219

2 886 629,04

605 253,98

3 491 872,68

603 896,69

523 859,48

4 619 628,00

0,244

Udv. klinkbekl¿dning, fyr

Services (59)53.05,02 Vandinstallationer, etagehuse

m2

3 467

468 287,69

0,00

468 287,69

0,00

70 241,42

538 529,00

0,130

(59)52.10,02 Sanitet, etagehuse

m2

3 467

579 093,01

0,00

579 093,01

0,00

86 848,35

665 941,00

0,130

(59)52.05,02 Spildevandsinstallationer, etagehuse

m2

3 467

238 321,58

0,00

238 321,58

0,00

35 744,77

274 066,00

0,130

(59)58.05,02 VVS-anl¿g, ¸vrige, etagehuse

m

3 467

92 534,23

0,00

92 534,23

0,00

13 868,00

106 402,00

0,130

2

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JÕEKAARE RESIDENTIAL DISTRICT

Num

Text

Unit Quantity

Total CP

Social costs Cost Incl. Overhead

Fixed Cost

Profit

Sales Price Total Profit Margin

(59)57.05,02 Ventilationsanl¿g, etagehuse

m

2

3 467

121 345,00

0,00

121 345,00

0,00

18 201,75

139 547,00

0,130

(59)56.10,02 Fjernvarmeanl¿g, etagehuse

m2

3 467

1 257 480,90

0,00

1 257 480,90

0,00

188 639,47

1 446 120,00

0,130

2 757 062,41

0,00

2 757 062,41

0,00

413 543,76

3 170 605,00

0,130

1 455 435,66

0,00

1 455 435,66

0,00

218 327,94

1 673 764,00

0,130

1 455 435,66

0,00

1 455 435,66

0,00

218 327,94

1 673 764,00

0,130

1 525 410,66

0,00

1 525 410,66

0,00

228 822,00

1 754 233,00

0,130

1 525 410,66

0,00

1 525 410,66

0,00

228 822,00

1 754 233,00

0,130

17 795 755,44 1 332 700,88 2 407 520,25 21 710 752,00

0,180

Mechanical&Electrical (69)63.05,02 Elinstallation, etagehuse

m2

4 197

Equipment

Sigma EstimatesTM

STUDENT EDITION - NOT FOR COMMERCIAL USE

(79)05.05,02 Inventar, etagehuse

Total amount

m2

3 467

15 934 503,44 1 861 272,01

VAT (25%) Total amount incl. VAT

C:\Users\HA-PE-II\Dropbox\SEMESTER7\3Scheme Design\PLANNING&MANAGEMENT\BUDGET\BUDGETSCHEMEDESIGN7THSEMESTERHENRYPILK.sig

5 427 688,00 27 138 440,00

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JÕEKAARE RESIDENTIAL MASTER SCHEDULE HENRY PILK 7th SEMESTER FINAL PROJECT ID Task Name

Duration

Start

Finish

2014 Q3

1 JÕEKAARE RESIDENTIAL MASTER 2

SCHEDULE DESIGN

Q4

2015 Q1

Q2

Q3

Q4

733 days? Mon 11.11.13 Wed 31.08.16 135 days? Mon 11.11.13 Fri 16.05.14

3

OUTLINE PROPOSAL

15 days?

Mon 11.11.13 Fri 29.11.13

4

SCHEME DESIGN

30 days

Mon 2.12.13 Fri 10.01.14

5

DETAIL DESIGN I

30 days

Mon 13.01.14 Fri 21.02.14

6

DETAIL DESIGN II

60 days

Mon 24.02.14 Fri 16.05.14

7

Building Permit

0 days

Thu 13.03.14 Thu 13.03.14

93 days

Mon 24.03.14 Wed 30.07.14

2016

Q1 Q2 JÕEKAARE RESIDENTIAL MASTER SCHEDULE

Q3

Q4

Q1

Q2

Q3

Q4

DESIGN

OUTLINE PROPOSAL SCHEME DESIGN DETAIL DESIGN I DETAIL DESIGN II

8

TENDERING

9

Announcement for tender

28 days

Mon 24.03.14 Wed 30.04.14

10

Receipt of tender

0 days

Wed 30.04.14 Wed 30.04.14

11

Contractor Cost Calculation

60 days

Thu 1.05.14

12

Bidding

0 days

Wed 23.07.14 Wed 23.07.14

13

Bidding investigation

5 days

Thu 24.07.14 Wed 30.07.14

14

Main Contract Signed

0 days

Wed 30.07.14 Wed 30.07.14

15

CONSTRUCTION PHASE

525 days

Thu 31.07.14 Wed 3.08.16

Building Permit 13.03 TENDERING

Announcement for tender Receipt of tender 30.04

Wed 23.07.14 Contractor Cost Calculation Bidding 23.07 Bidding investigation

16

Mobilization

20 days

Thu 31.07.14 Wed 27.08.14

17

Subcontracts signed

0 days

Wed 27.08.14 Wed 27.08.14

18

Substructures

150 days

Thu 28.08.14 Wed 25.03.15

19

Primarystructures

200 days

Thu 6.11.14

20

Completions

90 days

Thu 13.08.15 Wed 16.12.15

21

Finsihes

120 days

Thu 19.11.15 Wed 4.05.16

22

Services

90 days

Thu 30.07.15 Wed 2.12.15

23

Mechanical&Electrical

130 days

Mon 28.09.15 Fri 25.03.16

24

Equipment

60 days

Thu 12.05.16 Wed 3.08.16

25

HANDING OVER

20 days

Thu 4.08.16

Wed 31.08.16 Wed 31.08.16

Main Contract Signed 30.07 CONSTRUCTION PHASE

Mobilization Subcontracts signed 27.08 Substructures

Wed 12.08.15 Primarystructures Completions Finsihes Services Mechanical&Electrical Equipment HANDING OVER

26

Meeting&Inspection

20 days

Thu 4.08.16

27

Main Contractor signed off

0 days

Wed 31.08.16 Wed 31.08.16

Main Contractor signed off 31.08

28

Subcontractor signed off

0 days

Wed 31.08.16 Wed 31.08.16

Subcontractor signed off 31.08

Meeting&Inspection

Page 1

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