| 1-714 |
Earlier Release Forms |
GEN |
GEN |
GEN |
GEN |
Replied |
N/A |
|
|
714 |
| 715 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (1 – B) |
Replied |
N/A |
|
|
1 |
| 716 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (2 – B) |
Replied |
N/A |
|
|
1 |
| 717 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (3 – B) |
Replied |
N/A |
|
|
1 |
| 718 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (4 – B) |
Replied |
N/A |
|
|
1 |
| 719 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (5 – B) |
Replied |
N/A |
|
|
1 |
| 720 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (6 – B) |
Replied |
N/A |
|
|
1 |
| 721 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (7 – B) |
Replied |
N/A |
|
|
1 |
| 722 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (8 – B) |
Replied |
N/A |
|
|
1 |
| 723 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (9 – B) |
Replied |
N/A |
|
|
1 |
| 724 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (10 – B) |
Replied |
N/A |
|
|
1 |
| 725 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX (11 – B) |
Replied |
N/A |
|
|
1 |
| 726 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/02':03) |
Replied |
N/A |
|
|
1 |
| 727 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/03) |
Replied |
N/A |
|
|
1 |
| 728 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/03') |
Replied |
N/A |
|
|
1 |
| 729 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/04) |
Replied |
N/A |
|
|
1 |
| 730 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/04') |
Replied |
N/A |
|
|
1 |
| 731 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/05) |
Replied |
N/A |
|
|
1 |
| 732 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/05') |
Replied |
N/A |
|
|
1 |
| 733 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/06) |
Replied |
N/A |
|
|
1 |
| 734 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/06') |
Replied |
N/A |
|
|
1 |
| 735 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/07) |
Replied |
N/A |
|
|
1 |
| 736 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/07') |
Replied |
N/A |
|
|
1 |
| 737 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/08) |
Replied |
N/A |
|
|
1 |
| 738 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/08') |
Replied |
N/A |
|
|
1 |
| 739 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/09) |
Replied |
N/A |
|
|
1 |
| 740 |
Reinforced concrete Pier kicker pouring |
Station 18 |
El Hadra |
Foundation |
Axis (A/09') |
Replied |
N/A |
|
|
1 |
| 745 |
Formwork and pouring s08 screed slab |
Station 08 |
miami |
Screed slab |
S08 axis 01 to axis11 |
Replied |
Refer to 710-CJV-16S-GEN-3DM-00001 for any embedded pipes |
Picture Commented |
|
1 |
| 746 |
Formwork and pouring s09 screed slab |
Station 09 |
Sidi beshr |
Screed slab |
S09 axis 01 to axis11 |
Replied |
Refer to 710-CJV-18S-GEN-3DM-00001 Refer to for any embedded pipes |
Commented |
|
1 |
| 747 |
formwork and concrete pouring deck slab P0 To P1 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P0 - P1 |
Replied |
N/A |
|
|
1 |
| 748 |
formwork and concrete pouring deck slab P1 To P2 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P1 - P2 |
Replied |
N/A |
|
|
1 |
| 749 |
formwork and concrete pouring deck slab P2 To P3 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P2 - P3 |
Replied |
N/A |
|
|
1 |
| 750 |
formwork and concrete pouring deck slab P3 To P4 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P3 - P4 |
Replied |
N/A |
|
|
1 |
| 751 |
formwork and concrete pouring deck slab P4 To P5 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P4 - P5 |
Replied |
N/A |
|
|
1 |
| 752 |
formwork and concrete pouring deck slab P5 To P6 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P5 - P6 |
Replied |
N/A |
|
|
1 |
| 742 |
Reinforced concrete Roof Slab pouring |
Depot |
B08 |
Roof |
Axis (A:B / 1:2) |
Replied |
Refer 710-CJV-08D-GEN-3DM-00001 for
any embedded pipes. |
N/A - This needs to be revised |
|
1 |
| 755 |
Reinforced concrete Pile Cap pouring |
Station 18 |
El Hadra |
Foundations |
Axis (A – B / Bet 02:02’) – PIC 13 & PIC 22 |
Replied |
N/A |
N/A |
|
1 |
| 756 |
Block Work Under Ground Level is in progress |
Depot |
B06 |
Foundations |
Axis (A:G/1:29) |
Replied |
Kindly there is a pipes coming from Manhole Zero to the coms room as mentioned in the coordination drawing |
Conduits Sleeve Ax(F:G)/27:28
Conduit Sleeve Ax(F:G)/ 20:21
Conduit Sleeve Ax(F:G)/ 01:02
Conduit Sleeve Ax(A)/ 01:02
Conduit Sleeve Ax(A)/ 19:20
Conduit Sleeve Ax(A)/ 29:30
Conduit Sleeve Ax(A-B)/ 20:30 Inside the Building |
12/11/2025 |
1 |
| 757 - 758 |
Pier and Pier Head |
Track 2 |
form Abo Qir to Toson |
CONCOURSE |
Ax(1) & (2) |
Replied |
N/A |
N/A |
12/11/2025 |
2 |
| 759 |
Concours Beam Between AX ( 2` to 4 ) Axis ( A) |
Toson Station |
Before Abo Qir to Toson |
CONCOURSE |
( 2` to 4 ) Ax ( A ) |
Replied |
N/A |
N/A |
12/11/2025 |
1 |
| 760-769 |
Formwork and concrete pouring deck slab P6 To P16 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P6-P15 |
Replied |
N/A |
N/A |
12/11/2025 |
10 |
| 770-772 |
formwork and concrete pouring deck slab |
Track 5 |
form Almamora to Eleslah |
|
P17-P20 |
Replied |
N/A |
N/A |
12/11/2025 |
3 |
| 773-774 |
Concours Beam Between AX ( 7` to 8 ) Axis ( B ) |
Toson Station |
|
|
|
Replied |
N/A |
N/A |
12/11/2025 |
2 |
| 776-786 |
Pile Cap |
-Almamora Station |
Almamora Station |
F.N.D |
AX ( 11 – A ) |
Replied |
N/A |
N/A |
12/11/2025 |
11 |
| 787-814 |
Reinforced concrete concourse columns pouring – Façade column |
Station |
Kafr Abdo |
Roof |
AX ( 03*) |
Replied |
N/A |
N/A |
12/11/2025 |
28 |
| 815-824 |
Pier and Pier Head |
Track 2 |
form Abo Qir to Toson |
CONCOURSE |
Ax (03) - (12) |
Replied |
N/A |
N/A |
12/11/2025 |
10 |
| 825 |
Reinforced concrete Pile cap pouring |
Station 18 |
Elhadra |
Foundations |
Axis (A) – PIC – Serial 1,2,3,4,5,6,7,8,9,10,11 & 12 |
Replied |
N/A |
N/A |
12/11/2025 |
1 |
| 826 |
Reinforced concrete Pile cap pouring |
Station 19 |
Elhadra |
Foundations |
xis (B) – PIC – Serial 14,15,16,17,18,19,20 & 21 |
Replied |
N/A |
N/A |
12/11/2025 |
1 |
| 827-837 |
Pier |
Almamora Station |
Almamora Station |
CONCOURSE |
AX ( 1 – A) - AX ( 11 – A) |
Replied |
N/A |
N/A |
12/11/2025 |
11 |
| 838-843 |
formwork and concrete pouring deck slab ( P21 To P27 ) |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P21 To P27 |
Replied |
N/A |
N/A |
12/11/2025 |
6 |
| 844 |
Reinforced concrete Pier Pouring |
Station 18 |
Elhadra |
Foundations |
Axis (A) / 03,03’,04,04’05,05’,06,06’,07,07’,08,08’,09 & 09’ |
Replied |
N/A |
N/A |
12/11/2025 |
1 |
| 845 |
Soled Slab |
Elsalah Station |
form Almamora to Eleslah |
CONCOURSE |
AX ( 2` to 5` ) |
Replied |
Refer to Certificate 710-CJV-08S-GEN-3DM-00001 please consider there is an open 25x50 cm in the ground slab going inside signaling room by civil |
There is a shaft in the signalling room/BMS Rooms, Refer to 710-CJV-08S-GEN-3DM-00001 |
16/11/2025 |
1 |
| 846-847 |
Concours Beam Between AX ( 8 to 10` ) Axis ( A) & Axis ( B ) |
Toson Station |
Befor abo Qir to Toson |
CONCOURSE |
( 8 to 10` ) Axis ( A) & Axis ( B ) |
Replied |
kindly refer to the agreed drawing
710-CJV-04S-GEN-3DM-00001 |
N/A |
16/11/2025 |
2 |
| 848-849 |
Concours Beam Between AX ( 8 to 10` ) Axis ( A`) & Ax ( B' ) |
Toson Station |
Befor abo Qir to Toson |
CONCOURSE |
( 8 to 10` ) Ax ( A` ) & Ax ( B' ) |
Replied |
kindly refer to the agreed drawing
710-CJV-04S-GEN-3DM-00001 |
N/A |
16/11/2025 |
2 |
| 850-851 |
Concourse Slab ( 8`-9) Ax(A-A`) & Ax(B-B`) |
Toson Station |
Befor abo Qir to Toson |
CONCOURSE |
(8`-9) Ax(A-A`) & Ax(B-B`) |
Replied |
kindly refer to the agreed drawing
710-CJV-04S-GEN-3DM-00001 |
N/A |
16/11/2025 |
2 |
| 852-853 |
Concourse Slab ( 9-9`) Ax(A-A`) & Ax(B-B`) |
Toson Station |
Befor abo Qir to Toson |
CONCOURSE |
(9-9`) Ax (A-A`) & Ax(B-B`) |
Replied |
kindly refer to the agreed drawing
710-CJV-04S-GEN-3DM-00001 |
N/A |
16/11/2025 |
2 |
| 854-855 |
Concourse Slab (9` -10) Ax(A-A`) & Ax(B-B`) |
Toson Station |
Befor abo Qir to Toson |
CONCOURSE |
(9` -10) Ax(A-A`) & Ax(B-B`) |
Replied |
kindly refer to the agreed drawing
710-CJV-04S-GEN-3DM-00001 |
N/A |
16/11/2025 |
2 |
| 856-857 |
Concourse Slab (10 -10`) Ax(A-A`) & Ax(B-B`) |
Toson Station |
Befor abo Qir to Toson |
CONCOURSE |
(10-10`) Ax (A-A`) & Ax(B-B`) |
Replied |
kindly refer to the agreed drawing
710-CJV-04S-GEN-3DM-00001 |
N/A |
16/11/2025 |
2 |
| 858 |
Reinforced concrete pier pouring |
Station 14 |
EL ZAHIRIA station |
Foundations |
S14 PIER BETWEEN AXIS (A-B) FROM( 01:11) |
Replied |
N/A |
N/A Answer is sent but without signature (Fixed on 1/12/2025) |
16/11/2025 |
1 |
| 859 |
Block Work Under Ground Level is in progress |
Depot |
B07 – admin building |
Foundations |
Axis (A:K/47:51) |
Replied |
kindly be aware that there is pipes entering from Manhole 0 out of the building connecting to the communication room this pipes above the foundation level and under the screed level |
N/A |
16/11/2025 |
1 |
| 860 |
Reinforced concrete Roof slab Pouring |
Depot |
B02 |
Roof |
Axis (A:D/ 1:3) |
Replied |
N/A |
N/A |
16/11/2025 |
1 |
| 861 |
Reinforced concrete Raft Pouring – Foundations |
Depot |
B03 |
Foundations |
Axis (A:D/1:8) |
Replied |
N/A |
N/A |
16/11/2025 |
1 |
| 862-867 |
formwork and concrete pouring deck slab P45 To P51 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P45 To P51 |
Replied |
N/A |
N/A |
16/11/2025 |
6 |
| 868-872 |
formwork and concrete pouring deck slab P51 To P56 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P51 To P56 |
Replied |
N/A |
N/A |
17/11/2025 |
5 |
| 873 |
Form work and concrete pouring T12 span (01:05) |
Track 12 |
vectoria station to ghoubrial station |
Deck Slab |
T12 span (01:05) |
Replied |
N/A |
N/A |
17/11/2025 |
1 |
| 874-878 |
formwork and concrete pouring deck slab P56 To P61 |
Track 4 |
form Almamora to Eleslah |
Deck Slab |
P56 To P61 |
Replied |
N/A |
N/A |
19/11/2025 |
5 |
| 879-885 |
formwork and concrete pouring deck slab P61 To P68 |
Track 4 |
orm Almamora to Eleslah |
Deck Slab |
P61 To P68 |
Replied |
N/A |
N/A |
19/11/2025 |
7 |
| 886 |
Release For steel structure fire Painting |
Depot |
B07 |
Gen |
|
Replied |
N/A |
Clamps will be used but it shouldn't affect the RF scope |
22/11/2025 |
1 |
| 887 |
Reinforced concrete of concourse pier pouring |
station 11 |
victoria station |
foundation |
S11 PIER BETWEEN AXIS (A-B) FROM( 01:11) |
Replied |
N/A |
N/A |
22/11/2025 |
1 |
| 888 |
Form work and concrete pouring T12 span (06:19 |
Track 12 |
vectoria station to ghoubrial station |
Deck Slab |
T12 span (06:19) |
Replied |
N/A |
N/A |
25/11/2025 |
1 |
| 889 |
Rrinforced concrete portal frame pouring |
station 12 |
ghoubrial station |
Platform |
S12 UPTG 01 AXIS 01 |
No Response |
|
N/A |
26/11/2025 |
1 |
| 890 |
Building P01 RC Footings and Ground Beams From Ax ( 12-23 ) /A |
Service Point |
Service Point |
F.N.D |
AX ( 12 TO 23 ) /A |
Replied |
N/A |
N/A |
30/11/2025 |
1 |
| 891 |
Reinforced concrete pouring for foundations |
Depot |
B09 |
Foundations |
Axis ( A:E / 1:14 ) |
No Response |
|
N/A |
06/12/2025 |
1 |
| 892 |
Building P01 RC Footings and Ground Beams From Ax ( 1-11 ) /A |
Service Point- |
Service Point --- |
F.N.D |
AX ( 1 TO 11 ) /A |
No Response |
|
N/A |
06/12/2025 |
1 |
| 893 |
Reinforced concrete pouring for foundations |
Depot |
B15 |
Foundations |
( A:G / 1:9 ) |
No Response |
|
N/A |
06/12/2025 |
1 |
| 894 |
Building P01 RC Footings and Ground Beams From Ax ( 1-23 ) /i |
Service Point- |
Service Point --- |
F.N.D |
AX ( 1 TO 23 ) / i |
No Response |
|
N/A |
06/12/2025 |
1 |
| 895-905 |
portal frame Under plate forme |
Eleslah Station |
form Almamora to Eleslah |
UPL |
Ax 1 -11 |
No Response |
|
N/A |
06/12/2025 |
11 |
| 906 |
Rrinforced concrete portal frame pouring |
station 12 |
ghoubrial station
|
plat form |
S12 UPTG 01 AXIS 06 |
No Response |
|
N/A |
06/12/2025 |
1 |
| 907 |
Block work under ground level in progress |
Depot |
B08 |
Foundations |
Axis 1:6/A:B |
No Response |
|
Underground conduits going through the western blockwork |
06/12/2025 |
1 |
| 908 |
Reinforced concrete pouring for fire water tank & Plumping station walls |
Depot |
B10 |
GEN |
Axis ( 01:06 ) |
No Response |
|
Edit: N/A, The ACC Model doesn't include any Telecom Devices |
06/12/2025 |
1 |
| 909 |
Formwork and pouring Deck Slab of Station 07 from Axis 01 to Axis 11 |
Station 07 |
Al Asafra |
Deck Slab |
From Axis 01 to Axis 11 |
No Response |
|
N/A |
06/12/2025 |
1 |
| 910 |
Reinforced concrete pouring for Roof Beams and Roof Slab |
Depot |
B14 |
Roof |
Axis (1:3/A:F) |
No Response |
|
N/A |
06/12/2025 |
1 |
| 911-921 |
Portal frame under plate form |
ALmamora Station |
ALmamora Station |
U.P.L |
AX ( 01- 11 ) |
No Response |
|
N/A |
09/12/2025 |
11 |
| 922 |
|
|
|
|
|
|
|
|
|
|