selection of planning and management

9
Building budget for construction costs Owner Project costs for Building phase Index 126 Area ( m2 ): . . . . . 4000 Construction costs Kr Foundation 532 820 Floor 3 229 360 Walls 1 775 530 Ceiling 597 870 GL Frames 1 369 295 Roof panels 1 104 000 Roof boxes 1 824 270 Doors 458 400 Windows 221 400 Bathroom equipment 283 000 Kitchen equipment 100 000 Parking lot 2 199 744 Building services 4 611 680 Electroinstalations 1 495 680 Total construction cost ( old index ) 19 803 049 Total project cost ( new index ) 18 781 463 25 % VAT 4 695 366 Total project cost (Incl. VAT) 23 476 829 Total project cost / m² ( Incl. VAT ) 5 869 Svenstrup Sporthall Peter Nucker - Svenstrup Scheme Design

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Building budget for construction costs

Owner

Project costs for

Building phase

Index 126

Area ( m2 ): . . . . . 4000

Construction costs Kr

Foundation 532 820

Floor 3 229 360

Walls 1 775 530

Ceiling 597 870

GL Frames 1 369 295

Roof panels 1 104 000

Roof boxes 1 824 270

Doors 458 400

Windows 221 400

Bathroom equipment 283 000

Kitchen equipment 100 000

Parking lot 2 199 744

Building services 4 611 680

Electroinstalations 1 495 680

Total construction cost ( old index ) 19 803 049

Total project cost ( new index ) 18 781 463

25 % VAT 4 695 366

Total project cost (Incl. VAT) 23 476 829

Total project cost / m² ( Incl. VAT ) 5 869

Svenstrup Sporthall

Peter Nucker - Svenstrup

Scheme Design

ID Task Name Duration Start Finish

0 Tender Schedule SvenstrupId.

346 days Mon 8/29/11

Mon 12/24/12

1 DESIGN PHASE 90 days Mon 8/29/11 Fri 12/30/1110 TENDER PHASE 65 days Fri 12/30/11 Fri 3/30/1211 Tender documentation 

issued 0 days Fri 12/30/11 Fri 12/30/11

12 Project offer period (calculations)

15 days Mon 1/2/12 Fri 1/20/12

13 Stand‐still (break) 10 days Mon 1/23/12 Fri 2/3/1214 Contracting 0 days Fri 2/3/12 Fri 2/3/1215 Offer binding period 30 days Mon 2/6/12 Fri 3/16/1216 Project review 10 days Mon 3/19/12 Fri 3/30/1217 Contracts signed  0 days Fri 3/30/12 Fri 3/30/1218 CONSTRUCTION PHASE 190 days Mon 4/2/12 Fri 12/21/1219 Mobilization 

(preparation)5 days Mon 4/2/12 Fri 4/6/12

20 Construction 185 days Mon 4/9/12 Fri 12/21/1221 Plot clearance 10 days Mon 4/9/12 Fri 4/20/1222 Site excavation 10 days Mon 4/23/12 Fri 5/4/1223 Foundation 20 days Mon 5/7/12 Fri 6/1/1224 Pipe system 20 days Mon 5/7/12 Fri 6/1/1225 Floors 20 days Mon 6/4/12 Fri 6/29/1226 Concrete walls 50 days Mon 7/2/12 Fri 9/7/1227 Roof structure 10 days Wed 8/22/12 Tue 9/4/1228 Metal walls 3 days Wed 9/5/12 Fri 9/7/1229 Roof installations 15 days Mon 9/10/12 Fri 9/28/1230 Doors and windows 20 days Mon 10/1/12 Fri 10/26/12

31 Services installations 10 days Mon 10/29/12 Fri 11/9/12

32 Finishes 30 days Mon 11/12/12 Fri 12/21/1233 Handing over  0 days Fri 12/21/12 Fri 12/21/1234 MAINTENANCE PHASE 1 day Mon 12/24/12Mon 12/24/1235 1 year inspection 1 day Mon 12/24/12Mon 12/24/1236 5 year inpection 1 day Mon 12/24/12Mon 12/24/12

12/30

2/3

3/30

12/21

4/17 6/12 8/7 10/2 11/27 1/22 3/18 5/13 7/8 9/2 10/28 12/23 2/17May 1 September 1 January 1 May 1 September 1 January 1

Page 1

Scrutinize Toppics

Case nr.

Page: By:

Case: Svenstrup Sportshall

Doc.nr.:

Area/location/Identifikation: Steel Sandwich Panel

Phase: Brief

Outline proposal Scheme design DD1 DD2

Vetting areas: Steel Sandwich Panel Project material to be investigated: Drawings (21)5.2; (21)5.3; (21)5.5; (27)5.2; (27)5.5; (21)2.1 Other materials (Check lists & references..) Assambly Introduction Results of the vetting Vetting made by: Date:

Reference:

Date: Dec 15th '11

Made by: Henry Pilk Date: Approwed:

Copy:

Notes.:

BPS Quality Assurences 5B

Supervision Plan Tender Control Plan Control Plan

Number Page 1 Case: Svenstrup Sportshall Number . /

rev.:

Contractor/work/subject: Carpenters Ref.: Area/identifikation.. Steel Sandwich Panel

Nr.

Toppic

Method/how

Frequence

Time

Requirement

Requirement to documentation

Who/ Resp.

Carry out

1 Fastening Visual 100% Installation Instructions Photo Project Manager

Carpenter

2 Leveling Mesure 100%

Installation All levelled Report/ Photo Project Manager

Carpenter

3 Air tightness Mesure/ Visual 100%

Finish Air tight Report Project Manager

Carpenter

4 Flashing Visual 100%

Installation/ Finish

Drip flashing fastened

Photo Project Manager

Carpenter

Date Dec 15th,

'11 Made by: Henry Pilk Date:

:

Copy : Notes

BPS Quality Assurence 7

Case no.: Page: by:

Case: Svenstup Sportshal

    Doc .no.: archive:

Work/component Steel Sandwichpanel

  Construction material/manufaturer 

Identification.:

Date Delivery note no.

Type of goods Amounts Received date

Signature Notes

1 Steel Sandwich Panel 100 14.05.2011 2 Steel Sandwich Panel 94 14.05.2011

Date: 18.12.2011 Created by: Henry Pilk Date: Approval by

Copy : Remark:

BPS Quality Assurance Form 9

Unit Scheme

Unit no. SP2E-PIR (typeC) x 9 wrapped Initials TAK / APS

Name: Steel Sandwich Panel Date 06.12.2011

Numbers 42 Revised

Supplier STARKS Printed 18.12.2011

Telephone

Contracter Welder

Case Svenstrup Sporthall

Product name Specification Numbers Units

Plinth flashing EA1B02 11,7 m

Wall Flashing EA1B08 11,7 m

Opening Flashing EA1B15 11,7 m

Fastener L01D 72 pcs

Fastener L03A 180 pcs

Gasket 28 m

Separator 32 m

Self-adhesive gasket 11 m

Separator 8x40 between panel and socle

Steel Sandwich Panel Wall element 1200x3100x120 9 pcs

Renunciation deadline

Delivery form

Off loading

Packaging

Return packaging

Further information

Reference:

Note:

Socle drip – joint between wall and socle

Drip Wall flashing above PVC windows

Flashing for wallopenings

Fixing panels to steel structure

Fixing flashing to panels

Impregnated polyurethane gasket 20x30

sealing of panel finishing and joinery

Self-sticking gasket 4x20 between

panel and frame or frame and column

Self-adhesive polyurethane gasket -

covered with plastic packaging

1 week

Flatbed / Semi-trailer

Mobile crane

Wrapped into plastic;

No

Unit Scheme

Unit no. SP2E-PIR (typeC) x 9 wrapped Initials TAK / APS

Name: Steel Sandwich Panel Date 06.12.2011

Numbers 42 Revised

Supplier STARKS Printed 18.12.2011

Telephone

Contracter Welder

Case Svenstrup Sporthall

Product name Specification Numbers Units

Plinth flashing EA1B02 Socle drip – joint between wall and socle 11,7 m

Wall Flashing EA1B08 Drip Wall flashing above PVC windows 11,7 m

Opening Flashing EA1B15 Flashing for wallopenings 11,7 m

Fastener L01D Fixing panels to steel structure 72 pcs

Fastener L03A Fixing flashing to panels 180 pcs

Gasket Impregnated polyurethane gasket 20x30 28 m

sealing of panel finishing and joinery

Separator Self-sticking gasket 4x20 between 32 m

panel and frame or frame and column

Self-adhesive gasket Self-adhesive polyurethane gasket - 11 m

Separator 8x40 between panel and socle

Steel Sandwich Panel Wall element 1200x3100x120 9 pcs

covered with plastic packaging

Renunciation deadline 1 week

Delivery form Flatbed / Semi-trailer

Off loading Mobile crane

Packaging Wrapped into plastic;

Return packaging No

Further information

Reference:

Note:

DELIVERY PLAN

Plan no.: 1 Initials ATCM

Supplier STARKS Date 06.12.2011

Contact Revised

Telephone Printed 18.12.2011

Contractor Welder

Case Svenstrup Sporthall Period 19 to 27

Unit nr.: Week 19

Week 20

Week 21

Week 22

Week 23

Week 24 Week 25

Week 26

Week 27

SP2E PIR (typeA) 3

SP2E PIR (typeB) 3

SP2E PIR (typeC) 42

SP2E PIR (typeD) 6

SP2E PIR (typeE) 6

SP2E PIR (typeF) 2

SP2E PIR (typeG) 36

SP2E PIR (typeH) 4

SP2E PIR (typeI) 4

SP2E PIR (typeJ) 4

SP2E PIR (typeK) 4

SP2E PIR (typeL) 4

SP2E PIR (typeM) 4

SP2E PIR (typeN) 4

SP2E PIR (typeO) 4

SP2E PIR (typeP) 4

SP2E PIR (typeQ) 4

SP2E PIR (typeR) 4

SP2E PIR (typeS) 4

SP2E PIR (typeT) 48

RENUNCIATION PLAN

Plan no.: 1 Initials ATCM

Supplier STARKS Date 04.05.2006

Contact Revised

Telephone Printed 18.12.2011

Contractor Welder

Case Svenstrup Sporthall Period: week 19 to 21

Renunciation Expected renunciation

Week 19 Week 20 Week 21

Unit nr. Mo Tu We Th Fr Sa So Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Su Su

SP2E PIR (typeA) 3

SP2E PIR (typeB) 3

SP2E PIR (typeC) 42

SP2E PIR (typeD) 6

SP2E PIR (typeE) 6

SP2E PIR (typeF) 2

SP2E PIR (typeG) 36

SP2E PIR (typeH) 4

SP2E PIR (typeI) 4

SP2E PIR (typeJ) 4

SP2E PIR (typeK) 4

SP2E PIR (typeL) 4

SP2E PIR (typeM) 4

SP2E PIR (typeN) 4

SP2E PIR (typeO) 4

SP2E PIR (typeP) 4

SP2E PIR (typeQ) 4

SP2E PIR (typeR) 4

SP2E PIR (typeS) 4

SP2E PIR (typeT) 48

Offloading place Storage area

Offloading method Mobile crane

Retur packaging

Further information Element type H to type S - lifting cross-beam is used.