| |
| Record
of site delays observed |
| No |
Identified element of
delay |
Reason work is
being delayed |
Date brought to
Consultant's attention |
Extent of delay |
| 50 |
Ground floor slab grids
E-H/4-7 |
Concrete batching plant broken down, unable to supply
ready-mix concrete |
18/1/01 |
4 hours |
| 51 |
1st floor slab at rear of facade |
Rubber sleeves for facade restraint not delivered to
site on time for concrete pour to commence |
22/1/01 |
4 hours |
| 52 |
1st floor slab at rear of facade |
Galvanised steel plates bored with too small diameter
holes to accept rubber sleeve |
22/1/01 |
Pour cancelled Monday 22/1/01
Concrete finally poured. 3 days |
| 53 |
Site works |
Cranes winded off |
24/1/01 |
3 hours |
| 54 |
Floor level 2 grids A-C/3-6 |
No 50mm steel reinforcement bars to complete beams
(special order) |
29/1/01 |
1/2/01 |
| 55 |
Floor slab level 1 and cores walls to core-1-3 & 4 |
Cranes winded off |
27/2/01 |
5 hours |
| 56 |
Tunnelform bedrooms |
Steel formwork held up by bad weather from delivery to
site |
|
4 days |
| 57 |
Tunnelform rooms |
Brackets not on site for assembly with tunnel walls |
5/3/01 |
2 days |
| 58 |
Tunnelform rooms |
Still assembling Tunnelforms to suit casting programme
from flat packs |
5/3/01 |
All this current week
(w/e 10/3/01) |
| 59 |
Tunnelform room level 2 |
Cannot move Tunnelforms from room to room within each
day to pour every 26 hours |
13/3/01 |
This week Tuesday lost, 1 day |
| 60 |
Steelwork to courtyard |
Due to Tunnelformed bedrooms not being finished to any
elevation level 2, steel cannot be tied back to structure (formwork
must "slide" out into courtyard). Also Grid 1D not ready yet |
13/3/01 |
5 days all week |