Rfi STR Main Sheet

20-Jan-18 STR 1625 6+820 To 7+612 Bridge # 2 span # 14 R/S

20-Jan-18 STR 1629 6+820 To 7+612 Bridge # 2
20-Jan-18 STR 1630 6+820 To 7+612 Bridge # 2
20-Jan-18 STR 1631 6+820 To 7+612 Bridge # 2
20-Jan-18 STR 1632 6+820 To 7+612 Bridge # 2
20-Jan-18 STR 1633 6+820 To 7+612 Bridge # 2
20-Jan-18 STR 1634 6+820 To 7+612 Bridge # 2
21-Jan-18 STR 1637 6+820 To 7+612 Bridge # 2
21-Jan-18 STR 1638 6+820 To 7+612 Bridge # 2
21-Jan-18 STR 1639 6+820 To 7+612 Bridge # 2
21-Jan-18 STR 1640 6+820 To 7+612 Bridge # 2
21-Jan-18 STR 1641 6+820 To 7+612 Bridge # 2
21-Jan-18 STR 1642 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1645 6+820 To 7+612 Bridge # 2 span # 11 L/S
22-Jan-18 STR 1647 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1648 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1649 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1650 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1651 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1652 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1653 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1654 6+820 To 7+612 Bridge # 2
22-Jan-18 STR 1655 6+820 To 7+612 Bridge # 2
23-Jan-18 STR 1656 0+000 Bridge # 1 Abut # 2
23-Jan-18 STR 1661 6+820 To 7+612 Bridge # 2
23-Jan-18 STR 1662 6+820 To 7+612 Bridge # 2
23-Jan-18 STR 1663 6+820 To 7+612 Bridge # 2
23-Jan-18 STR 1664 6+820 To 7+612 Bridge # 2
23-Jan-18 STR 1665 6+820 To 7+612 Bridge # 2
23-Jan-18 STR 1666 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1679 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1680 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1681 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1682 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1683 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1684 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1685 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1686 6+820 To 7+612 Bridge # 2
24-Jan-18 STR 1687 6+820 To 7+612 Bridge # 2
25-Jan-18 STR 1690 6+820 To 7+612 Bridge # 2
25-Jan-18 STR 1691 6+820 To 7+612 Bridge # 2
25-Jan-18 STR 1692 6+820 To 7+612 Bridge # 2
25-Jan-18 STR 1693 6+820 To 7+612 Bridge # 2
25-Jan-18 STR 1694 6+820 To 7+612 Bridge # 2
25-Jan-18 STR 1695 6+820 To 7+612 Bridge # 2
26-Jan-18 STR 1698 6+820 To 7+612 Bridge # 2
26-Jan-18 STR 1699 6+820 To 7+612 Bridge # 2
26-Jan-18 STR 1700 6+820 To 7+612 Bridge # 2
26-Jan-18 STR 1701 6+820 To 7+612 Bridge # 2
26-Jan-18 STR 1702 6+820 To 7+612 Bridge # 2
26-Jan-18 STR 1703 6+820 To 7+612 Bridge # 2
27-Jan-18 STR 1707 6+820 To 7+612 Bridge # 2
27-Jan-18 STR 1708 6+820 To 7+612 Bridge # 2
27-Jan-18 STR 1709 6+820 To 7+612 Bridge # 2
27-Jan-18 STR 1710 6+820 To 7+612 Bridge # 2
27-Jan-18 STR 1711 6+820 To 7+612 Bridge # 2
27-Jan-18 STR 1712 6+820 To 7+612 Bridge # 2
28-Jan-18 STR 1716 6+820 To 7+612 Bridge # 2
28-Jan-18 STR 1717 6+820 To 7+612 Bridge # 2
28-Jan-18 STR 1718 6+820 To 7+612 Bridge # 2
28-Jan-18 STR 1719 6+820 To 7+612 Bridge # 2
28-Jan-18 STR 1720 6+820 To 7+612 Bridge # 2
28-Jan-18 STR 1721 6+820 To 7+612 Bridge # 2
29-Jan-18 STR 1723 6+820 To 7+612 Bridge # 2
29-Jan-18 STR 1724 6+820 To 7+612 Bridge # 2
29-Jan-18 STR 1725 6+820 To 7+612 Bridge # 2
29-Jan-18 STR 1726 6+820 To 7+612 Bridge # 2
29-Jan-18 STR 1727 6+820 To 7+612 Bridge # 2
29-Jan-18 STR 1728 6+820 To 7+612 Bridge # 2
30-Jan-18 STR 1732 8+794 Cattle Creep
Steel of intermediate Diaphragm
Formwork intermediate Diaphragm
Steel & Cable Profile of Pc Girder # 1-16 (G-1)
Formwork of Pc Girder # 1-16 (G-1)
Concrete of Pc Girder # 1-16 (G-1)
Concrete of intermediate Diaphragm
Steel of outer Diaphragm
Formwork outer Diaphragm including polystyrene joint filler

Steel of pile cap
Formwork of pile cap
Concrete of pile cap
Formwork of abutment wall & Wing Wall Right side (Hight 100%)
Concrete of abutment wall & Wing Wall Right side (Hight 100%)

Steel of Pc Girder # 8-16 (G-2)
Formwork of Pc Girder #1-17 (G-1)
Concrete of Pc Girder #2-17 (G-2)
Concete intermediate Diaphragm
Steel of outer Diaphragm
Formwork outer Diaphragm including polystyrene joint filler

Concrete of outer Diaphragm
Concrete intermediate Diaphragm
Layout Level of Pile Cap
Excavation & F.D.T of Pile Cap
Lean Concrete of Pile Cap
Lean Concrete
CONTRACTOR NATIONAL HIGHWAY AUTHORITY CONSULTANT
Lahore Eastern Bypass
Project Lahore Eastern Bypass Package -1
Section KM: 0+000 ~ 11+113
ZKB - RELIABLE JV
Structure BBS Main Sheet RFI

Date
Sr Status
of Request No Chainage Type of Structure Description Class
No App/Not App
Submission
1 6/8/2017 BBS 1 0+000 Bridge #1 Bar Bending Schedule of Test Pile

2 6/8/2017 BBS 2 0+000 Bridge # 1 Bar Bending Schedule of Abutment Pile
3 6/8/2017 BBS 3 0+000 Bridge # 1 Bar Bending Schedule of Pier Pile
4 6/13/2017 BBS 4 6+834.3 To 7+500.9 Ravi Bridge # 2 Bar Bending Schedule of Test Pile
5 6/13/2017 BBS 5 11+098 Bridge # 3 Bar Bending Schedule of Test Pile
6 6/21/2017 BBS 6 0+000 Bridge # 1 Bar Bending Schedule of Abutment Pile App
7 6/21/2017 BBS 7 6+834.3 To 7+500.9 Ravi Bridge # 2 Bar Bending Schedule of Abutment Pile
8 6/21/2017 BBS 8 11+098 Bridge # 3 Bar Bending Schedule of Abutment Pile App
CONTRACTOR NATIONAL HIGHWAY AUTHORITY CONSULTANT CONSULTANT
Section KM: 0+000 ~ 11+113
ZKB - RELIABLE JV
Structure Shop Drawing Main Sheet RFI

Status
Sr No Date Request No Chainage Type of Structure Description Approved/
of Submission
Not Approved
1 6/9/2017 SD 1 0+000 Bridge # 1 Shop Drawing of Test Pile Proposed Location App
2 6/10/2017 SD 2 11+098 Bridge # 3 Shop Drawing of Test Pile Proposed Location App
3 6/10/2017 SD 3 6+834.3 To 7+500.9 Ravi Bridge # 2 Shop Drawing of Test Pile Proposed Location App
CONTRACTOR NATIONAL HIGHWAY AUTHORITY
Section KM: 0+000 ~ 11+113
ZKB - RELIABLE JV
Structure CHL Main Sheet RFI

Sr Date of Request No Chainage
No Submission
1 11/7/2017 CHL 1 6+834.3 To 7+500.9
2 11/7/2017 CHL 2 6+834.3 To 7+500.9
3 11/7/2017 CHL 3 6+834.3 To 7+500.9
4 11/7/2017 CHL 4 6+834.3 To 7+500.9
5 11/7/2017 CHL 5 6+834.3 To 7+500.9
6 11/7/2017 CHL 6 6+834.3 To 7+500.9
7 11/7/2017 CHL 7 6+834.3 To 7+500.9
8 11/7/2017 CHL 8 6+834.3 To 7+500.9
9 11/7/2017 CHL 9 6+834.3 To 7+500.9
10 11/8/2017 CHL 10 6+834.3 To 7+500.9
11 11/8/2017 CHL 11 6+834.3 To 7+500.9
12 11/8/2017 CHL 12 6+834.3 To 7+500.9
13 11/8/2017 CHL 13 6+834.3 To 7+500.9
14 11/8/2017 CHL 14 6+834.3 To 7+500.9
15 11/8/2017 CHL 15 6+834.3 To 7+500.9
16 11/8/2017 CHL 16 6+834.3 To 7+500.9
17 11/8/2017 CHL 17 6+834.3 To 7+500.9
18 11/8/2017 CHL 18 6+834.3 To 7+500.9
19 11/8/2017 CHL 19 6+834.3 To 7+500.9
20 11/8/2017 CHL 20 6+834.3 To 7+500.9
21 11/8/2017 CHL 21 6+834.3 To 7+500.9
22 11/8/2017 CHL 22 6+834.3 To 7+500.9
23 11/8/2017 CHL 23 6+834.3 To 7+500.9
24 11/8/2017 CHL 24 6+834.3 To 7+500.9
25 11/8/2017 CHL 25 6+834.3 To 7+500.9
26 11/8/2017 CHL 26 6+834.3 To 7+500.9
27 11/9/2017 CHL 27 6+834.3 To 7+500.9
28 11/9/2017 CHL 28 6+834.3 To 7+500.9
29 11/9/2017 CHL 29 6+834.3 To 7+500.9
30 11/9/2017 CHL 30 6+834.3 To 7+500.9
31 11/9/2017 CHL 31 6+834.3 To 7+500.9
32 11/9/2017 CHL 32 6+834.3 To 7+500.9
NATIONAL HIGHWAY AUTHORITY CONSULTANT
Section KM: 0+000 ~ 11+113
Structure CHL Main Sheet RFI

Type of Structure Description Status
App/Not App
Ravi Bridge # 2 Pile # 1 Grid # 4 Cross Hole Sonic Logging Test
Ravi Bridge # 2 Pile # 1 Abut # 1 Cross Hole Sonic Logging Test
Ravi Bridge # 2 Pile # 3 Abut # 2 Cross Hole Sonic Logging Test App
TANT
Section KM: 0+000 ~ 11+113
ZKB - RELIABLE JV
Structure SIT Main Sheet RFI

Date of
Sr No Request No Chainage
Submission
1 11/8/2017 SIT 1 6+820 To 7+612

2 11/8/2017 SIT 2 6+820 To 7+612
3 11/8/2017 SIT 3 6+820 To 7+612
4 11/9/2017 SIT 4 6+820 To 7+612
5 11/9/2017 SIT 5 6+820 To 7+612
6 11/9/2017 SIT 6 6+820 To 7+612
7 11/9/2017 SIT 7 6+820 To 7+612
8 11/9/2017 SIT 8 6+820 To 7+612
9 11/9/2017 SIT 9 6+820 To 7+612
10 11/9/2017 SIT 10 6+820 To 7+612
11 11/9/2017 SIT 11 6+820 To 7+612
12 11/11/2017 SIT 12 6+820 To 7+612
13 11/11/2017 SIT 13 6+820 To 7+612
14 11/11/2017 SIT 14 6+820 To 7+612
15 11/11/2017 SIT 15 6+820 To 7+612
16 11/11/2017 SIT 16 6+820 To 7+612
17 11/11/2017 SIT 17 6+820 To 7+612
18 11/11/2017 SIT 18 6+820 To 7+612
19 11/11/2017 SIT 19 6+820 To 7+612
20 11/11/2017 SIT 20 6+820 To 7+612
21 11/11/2017 SIT 21 6+820 To 7+612
22 11/11/2017 SIT 22 6+820 To 7+612
23 11/11/2017 SIT 23 6+820 To 7+612
24 11/11/2017 SIT 24 6+820 To 7+612
25 11/11/2017 SIT 25 6+820 To 7+612
26 11/11/2017 SIT 26 6+820 To 7+612
27 11/11/2017 SIT 27 6+820 To 7+612
28 11/11/2017 SIT 28 6+820 To 7+612
29 11/11/2017 SIT 29 6+820 To 7+612
30 11/11/2017 SIT 30 6+820 To 7+612
31 11/11/2017 SIT 31 6+820 To 7+612
32 11/11/2017 SIT 32 6+820 To 7+612
33 11/11/2017 SIT 33 6+820 To 7+612
34 11/11/2017 SIT 34 6+820 To 7+612
35 11/11/2017 SIT 35 6+820 To 7+612
NATIONAL HIGHWAY AUTHORITY CONSULTANT
Section KM: 0+000 ~ 11+113
Structure SIT Main Sheet RFI

Status
Type of Structure Description
App/Not App
Ravi Bridge # 2 Pile # 1 Grid # 5 Sonic integrity Testing

Ravi Bridge # 2 Pile # 4 Abut # 2 Sonic integrity Testing
CONSULTANT
Section KM: 0+000 ~ 11+113
ZKB - RELIABLE JV
Stressing of Girders Main Sheet R

Date of
Sr No Request No Chainage
Submission
1 11/25/2017 Stressing 1 6+820 To 7+612

2 11/26/2017 Stressing 2 6+820 To 7+612
3 11/26/2017 Stressing 3 6+820 To 7+612
4 11/27/2017 Stressing 4 6+820 To 7+613
5 11/28/2017 Stressing 5 6+820 To 7+614
6 11/28/2017 Stressing 6 6+820 To 7+615
7 11/28/2017 Stressing 7 6+820 To 7+616
8 11/29/2017 Stressing 8 6+820 To 7+617
9 11/30/2017 Stressing 9 6+820 To 7+618
10 11/30/2017 Stressing 10 6+820 To 7+619
11 12/3/2017 Stressing 11 6+820 To 7+620
12 12/4/2017 Stressing 12 6+820 To 7+621
13 12/4/2017 Stressing 13 6+820 To 7+622
14 12/4/2017 Stressing 14 6+820 To 7+623
15 12/5/2017 Stressing 15 6+820 To 7+624
16 12/5/2017 Stressing 16 6+820 To 7+625
17 12/6/2017 Stressing 17 6+820 To 7+625
18 12/6/2017 Stressing 18 6+820 To 7+625
19 12/6/2017 Stressing 19 6+820 To 7+625
20 12/7/2017 Stressing 20 6+820 To 7+625
21 12/7/2017 Stressing 21 6+820 To 7+625
22 12/8/2017 Stressing 22 6+820 To 7+625
23 12/9/2017 Stressing 23 6+820 To 7+625
24 12/9/2017 Stressing 24 6+820 To 7+625
25 12/10/2017 Stressing 25 6+820 To 7+625
26 12/11/2017 Stressing 26 6+820 To 7+625
27 12/12/2017 Stressing 27 6+820 To 7+625
28 12/13/2017 Stressing 28 6+820 To 7+625
29 12/13/2017 Stressing 29 6+820 To 7+625
30 12/13/2017 Stressing 30 6+820 To 7+625
31 12/14/2017 Stressing 31 6+820 To 7+612
32 12/14/2017 Stressing 32 6+820 To 7+612
33 12/14/2017 Stressing 33 6+820 To 7+612
34 12/15/2017 Stressing 34 6+820 To 7+612
35 12/15/2017 Stressing 35 6+820 To 7+612
36 12/16/2017 Stressing 36 6+820 To 7+612
37 12/16/2017 Stressing 37 6+820 To 7+612
38 12/16/2017 Stressing 38 6+820 To 7+612
39 12/17/2017 Stressing 39 6+820 To 7+612
40 12/17/2017 Stressing 40 6+820 To 7+612
41 12/18/2017 Stressing 41 6+820 To 7+612
42 12/18/2017 Stressing 42 6+820 To 7+612
43 12/19/2017 Stressing 43 6+820 To 7+612
44 12/19/2017 Stressing 44 6+820 To 7+612
45 12/19/2017 Stressing 45 6+820 To 7+612
46 12/22/2017 Stressing 46 6+820 To 7+612
47 12/23/2017 Stressing 47 6+820 To 7+612
48 12/23/2017 Stressing 48 6+820 To 7+612
49 12/24/2017 Stressing 49 6+820 To 7+612
50 12/27/2017 Stressing 50 6+820 To 7+612
51 12/27/2017 Stressing 51 6+820 To 7+612
52 12/27/2017 Stressing 52 6+820 To 7+612
53 12/28/2017 Stressing 53 6+820 To 7+612
54 12/29/2017 Stressing 54 6+820 To 7+612
55 12/29/2017 Stressing 55 6+820 To 7+612
56 12/30/2017 Stressing 56 6+820 To 7+612
57 1/2/2018 Stressing 57 6+820 To 7+612
58 1/3/2018 Stressing 58 6+820 To 7+612
59 1/3/2018 Stressing 59 6+820 To 7+612
60 1/4/2018 Stressing 60 6+820 To 7+612
61 1/1/2018 Stressing 61 6+820 To 7+612
62 1/1/2018 Stressing 62 6+820 To 7+612
63 1/4/2018 Stressing 63 6+820 To 7+612
64 1/5/2018 Stressing 64 6+820 To 7+612
65 1/5/2018 Stressing 65 6+820 To 7+612
66 1/5/2018 Stressing 66 6+820 To 7+612
67 1/6/2018 Stressing 67 6+820 To 7+612
68 1/6/2018 Stressing 68 6+820 To 7+612
69 1/6/2018 Stressing 69 6+820 To 7+612
70 1/7/2018 Stressing 70 6+820 To 7+612
71 1/7/2018 Stressing 71 6+820 To 7+612
72 1/7/2018 Stressing 72 6+820 To 7+612
73 1/8/2018 Stressing 73 6+820 To 7+612
74 1/8/2018 Stressing 74 6+820 To 7+612
75 1/9/2018 Stressing 75 6+820 To 7+612
76 1/9/2018 Stressing 76 6+820 To 7+612
77 1/9/2018 Stressing 77 6+820 To 7+612
78 1/10/2018 Stressing 78 6+820 To 7+612
79 1/10/2018 Stressing 79 6+820 To 7+612
80 1/10/2018 Stressing 80 6+820 To 7+612
81 1/10/2018 Stressing 81 6+820 To 7+612
82 1/10/2018 Stressing 82 6+820 To 7+612
83 1/11/2018 Stressing 83 6+820 To 7+612
84 1/11/2018 Stressing 84 6+820 To 7+612
85 1/11/2018 Stressing 85 6+820 To 7+612
86 1/11/2018 Stressing 86 6+820 To 7+612
87 1/13/2018 Stressing 87 6+820 To 7+612
88 1/13/2018 Stressing 88 6+820 To 7+612
89 1/14/2018 Stressing 89 6+820 To 7+612
90 1/14/2018 Stressing 90 6+820 To 7+612
91 1/14/2018 Stressing 91 6+820 To 7+612
92 1/14/2018 Stressing 92 6+820 To 7+612
93 1/15/2018 Stressing 93 6+820 To 7+612
94 1/15/2018 Stressing 94 6+820 To 7+612
95 1/15/2018 Stressing 95 6+820 To 7+612
96 1/15/2018 Stressing 96 6+820 To 7+612
97 1/15/2018 Stressing 97 6+820 To 7+612
98 1/16/2018 Stressing 98 6+820 To 7+612
99 1/16/2018 Stressing 99 6+820 To 7+612
100 1/17/2018 Stressing 100 6+820 To 7+612
101 1/17/2018 Stressing 101 6+820 To 7+612
102 1/17/2018 Stressing 102 6+820 To 7+612
103 1/18/2018 Stressing 103 6+820 To 7+612
104 1/18/2018 Stressing 104 6+820 To 7+612
105 1/18/2018 Stressing 105 6+820 To 7+612
106 1/18/2018 Stressing 106 6+820 To 7+612
107 1/19/2018 Stressing 107 6+820 To 7+612
108 1/19/2018 Stressing 108 6+820 To 7+612
109 1/20/2018 Stressing 109 6+820 To 7+612
110 1/20/2018 Stressing 110 6+820 To 7+612
111 1/20/2018 Stressing 111 6+820 To 7+612
112 1/20/2018 Stressing 112 6+820 To 7+612
113 1/21/2018 Stressing 113 6+820 To 7+612
114 1/21/2018 Stressing 114 6+820 To 7+612
115 1/21/2018 Stressing 115 6+820 To 7+612
116 1/21/2018 Stressing 116 6+820 To 7+612
117 1/22/2018 Stressing 117 6+820 To 7+612
118 1/23/2018 Stressing 118 6+820 To 7+612
119 1/24/2018 Stressing 119 6+820 To 7+612
120 1/24/2018 Stressing 120 6+820 To 7+612
121 1/24/2018 Stressing 121 6+820 To 7+612
122 1/25/2018 Stressing 122 6+820 To 7+612
123 1/25/2018 Stressing 123 6+820 To 7+612
124 1/25/2018 Stressing 124 6+820 To 7+612
125 1/26/2018 Stressing 125 6+820 To 7+612
126 1/26/2018 Stressing 126 6+820 To 7+612
127 1/26/2018 Stressing 127 6+820 To 7+612
128 1/26/2018 Stressing 128 6+820 To 7+612
129 1/27/2018 Stressing 129 6+820 To 7+612
130 1/27/2018 Stressing 130 6+820 To 7+612
131 1/27/2018 Stressing 131 6+820 To 7+612
132 28-Jan-18 Stressing 132 6+820 To 7+612
133 31-Jan-18 Stressing 133 6+820 To 7+612
134 31-Jan-18 Stressing 134 6+820 To 7+612
135 31-Jan-18 Stressing 135 6+820 To 7+612
136 31-Jan-18 Stressing 136 6+820 To 7+612
137 1-Feb-18 Stressing 137 6+820 To 7+612
138 1-Feb-18 Stressing 138 6+820 To 7+612
139 1-Feb-18 Stressing 139 6+820 To 7+612
140 2-Feb-18 Stressing 140 6+820 To 7+612
141 2-Feb-18 Stressing 141 6+820 To 7+612
142 3-Feb-18 Stressing 142 6+820 To 7+612
143 3-Feb-18 Stressing 143 6+820 To 7+612
144 3-Feb-18 Stressing 144 6+820 To 7+612
145 4-Feb-18 Stressing 145 6+820 To 7+612
146 4-Feb-18 Stressing 146 6+820 To 7+612
147 4-Feb-18 Stressing 147 6+820 To 7+612
148 5-Feb-18 Stressing 148 6+820 To 7+612
149 5-Feb-18 Stressing 149 6+820 To 7+612
150 5-Feb-18 Stressing 150 6+820 To 7+612
151 6-Feb-18 Stressing 151 6+820 To 7+612
152 6-Feb-18 Stressing 152 6+820 To 7+612
153 6-Feb-18 Stressing 153 6+820 To 7+612
154 7-Feb-18 Stressing 154 6+820 To 7+612
155 8-Feb-18 Stressing 155 11+098
156 8-Feb-18 Stressing 156 11+098
157 8-Feb-18 Stressing 157 11+098
158 8-Feb-18 Stressing 158 11+098
159 8-Feb-18 Stressing 159 11+098
160 9-Feb-18 Stressing 160 11+098
161 9-Feb-18 Stressing 161 11+098
162 9-Feb-18 Stressing 162 11+098
163 9-Feb-18 Stressing 163 11+098
164 9-Feb-18 Stressing 164 11+098
165 9-Feb-18 Stressing 165 11+098
166 10-Feb-18 Stressing 166 11+098
167 10-Feb-18 Stressing 167 11+098
168 16-Feb-18 Stressing 168 6+820 To 7+612
169 16-Feb-18 Stressing 169 6+820 To 7+612
170 16-Feb-18 Stressing 170 6+820 To 7+612
171 16-Feb-18 Stressing 171 6+820 To 7+612
172 17-Feb-18 Stressing 172 6+820 To 7+612
173 17-Feb-18 Stressing 173 6+820 To 7+612
174 17-Feb-18 Stressing 174 6+820 To 7+612
175 17-Feb-18 Stressing 175 6+820 To 7+612
176 17-Feb-18 Stressing 176 6+820 To 7+612
177 18-Feb-18 Stressing 177 6+820 To 7+612
178 18-Feb-18 Stressing 178 6+820 To 7+612
179 18-Feb-18 Stressing 179 6+820 To 7+612
180 18-Feb-18 Stressing 180 6+820 To 7+612
181 19-Feb-18 Stressing 181 6+820 To 7+612
182 19-Feb-18 Stressing 182 6+820 To 7+612
183 19-Feb-18 Stressing 183 6+820 To 7+612
184 19-Feb-18 Stressing 184 6+820 To 7+612
185 20-Feb-18 Stressing 186 6+820 To 7+612
186 20-Feb-18 Stressing 187 6+820 To 7+612
187 21-Feb-18 Stressing 188 6+820 To 7+612
188 21-Feb-18 Stressing 189 6+820 To 7+612
189 21-Feb-18 Stressing 190 6+820 To 7+612
191 28-Feb-18 Stressing 191 6+820 To 7+612
192 28-Feb-18 Stressing 192 6+820 To 7+612
193 3-Mar-18 Stressing 193 6+820 To 7+612
194 6-Mar-18 Stressing 194 0+000
195 6-Mar-18 Stressing 195 0+000
196 6-Mar-18 Stressing 196 0+000
197 7-Mar-18 Stressing 197 0+000
198 7-Mar-18 Stressing 198 0+000
199 7-Mar-18 Stressing 199 0+000
200 7-Mar-18 Stressing 200 0+000
201 7-Mar-18 Stressing 201 0+000
202 7-Mar-18 Stressing 202 0+000
203 7-Mar-18 Stressing 203 0+000
204 8-Mar-18 Stressing 204 0+000
205 8-Mar-18 Stressing 205 0+000
206 8-Mar-18 Stressing 206 0+000
207 8-Mar-18 Stressing 207 0+000
208 8-Mar-18 Stressing 208 0+000
209 8-Mar-18 Stressing 209 0+000
210 8-Mar-18 Stressing 210 0+000
211 8-Mar-18 Stressing 211 0+000
212 9-Mar-18 Stressing 212 0+000
213 9-Mar-18 Stressing 213 0+000
214 9-Mar-18 Stressing 214 0+000
215 9-Mar-18 Stressing 215 0+000
216 9-Mar-18 Stressing 216 0+000
217 9-Mar-18 Stressing 217 0+000
218 10-Mar-18 Stressing 218 0+000
219 10-Mar-18 Stressing 219 0+000
220 10-Mar-18 Stressing 220 0+000
221 10-Mar-18 Stressing 221 0+000
222 10-Mar-18 Stressing 222 0+000
223 10-Mar-18 Stressing 223 0+000
224 12-Mar-18 Stressing 224 0+000
225 12-Mar-18 Stressing 225 0+000
226 12-Mar-18 Stressing 226 0+000
227 12-Mar-18 Stressing 227 0+000
228 12-Mar-18 Stressing 228 0+000
229 12-Mar-18 Stressing 229 0+000
TIONAL HIGHWAY AUTHORITY CONSULTANT
ect Lahore Eastern Bypass Package -1
Section KM: 0+000 ~ 11+113
ng of Girders Main Sheet RFI

Status
Type of Structure Description
App/Not App
Bridge # 2 Stressing of Pc Girder # 12 App

Bridge # 2 Stressing of Pc Girder # 110. App
Bridge # 2 Stressing of Pc Girder #126 App
Bridge # 2 Stressing of Pc Girder # 162
T
CONTRACTOR NATIONAL HIGHWAY AUTHORITY CONSULTANT
Section KM: 0+000 ~ 11+113
ZKB - RELIABLE JV
Groutting of Girders Main Sheet RFI

Date of Status App/Not
Sr No Request No Chainage Type of Structure Description
Submission App
1 12/18/2017 Grouting 1 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 12 App
101 27-Jan-18 Grouting 101 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 109,112,95,97,101 App
105 31-Jan-18 Grouting 105 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 133,128,55,135 App
106 1-Feb-18 Grouting 106 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 119,122,124,126,116 App
108 4-Feb-18 Grouting 108 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 134,136,138,143 App
110 7-Feb-18 Grouting 110 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 157,156,137,140 ,145 App
112 9-Feb-18 Grouting 112 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 154,142,153 App
113 15-Feb-18 Grouting 113 11+098 Bridge # 3 Grouting of Pc Girder # 1,2,3,4,5,6 App
114 16-Feb-18 Grouting 114 11+098 Bridge # 2 Grouting of Pc Girder # 7,8,9,10,11,12,13 App
115 18-Feb-18 Grouting 115 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 158 ,125,162,166 App
119 3-Mar-18 Grouting 119 6+820 To 7+612 Bridge # 2 Grouting of Pc Girder # 58,179,180 App
120 14-Mar-18 Grouting 120 0+000 Bridge # 1 Grouting of Pc Girder # 1,2,3,4,5,6,7,8,9,10 App
121 15-Mar-18 Grouting 121 0+000 Bridge # 1 Grouting of Pc Girder # 11,12,13,14,15,16,17,18,19,20,21,22,23 App
122 16-Mar-18 Grouting 122 0+000 Bridge # 1 Grouting of Pc Girder # 24,25,26,27,28,29,30,31,32,33,34,35,36 App
Lahore
Project Lahore E
Section K
ZKB - RELIABLE JV
Launching of G
Sr No Date of Request No Chainage
Submission
1 12/28/2017 Launching 1 6+820 To 7+612 Span # 14

34 1/9/2018 Launching 34 6+820 To 7+612 Span #11
126 2/2/2018 Launching 126 6+820 To 7+612 Span #
130 6-Feb-18 Launching 130 6+820 To 7+612 Span # 4
148 19-Feb-18 Launching 148 11+098 Bridge 3
150 20-Feb-18 Launching 150 11+098 Span # 3
162 1-Mar-18 Launching 162 6+820 To 7+612 Span # 12
194 27-Mar-18 Launching 194 0+000
195 27-Mar-18 Launching 195 0+000
196 27-Mar-18 Launching 196 0+000
197 27-Mar-18 Launching 197 0+000
198 27-Mar-18 Launching 198 0+000
199 27-Mar-18 Launching 199 0+000
200 27-Mar-18 Launching 200 0+000
201 27-Mar-18 Launching 201 0+000
202 27-Mar-18 Launching 202 0+000
203 28-Mar-18 Launching 203 0+000
204 28-Mar-18 Launching 204 0+000
205 28-Mar-18 Launching 205 0+000
206 28-Mar-18 Launching 206 0+000
207 28-Mar-18 Launching 207 0+000
208 28-Mar-18 Launching 208 0+000
209 28-Mar-18 Launching 209 0+000
210 28-Mar-18 Launching 210 0+000
211 28-Mar-18 Launching 211 0+000
212 30-Mar-18 Launching 212 0+000
213 30-Mar-18 Launching 213 0+000
214 30-Mar-18 Launching 214 0+000
215 30-Mar-18 Launching 215 0+000
216 30-Mar-18 Launching 216 0+000
217 30-Mar-18 Launching 217 0+000
218 30-Mar-18 Launching 218 0+000
219 30-Mar-18 Launching 219 0+000
220 30-Mar-18 Launching 220 0+000
221 31-Mar-18 Launching 221 0+000
222 31-Mar-18 Launching 222 0+000
223 31-Mar-18 Launching 223 0+000
224 31-Mar-18 Launching 224 0+000
225 31-Mar-18 Launching 225 0+000
226 31-Mar-18 Launching 226 0+000
227 31-Mar-18 Launching 227 0+000
228 31-Mar-18 Launching 228 0+000
229 31-Mar-18 Launching 229 0+000
AL HIGHWAY AUTHORITY CONSULTANT
Section KM: 0+000 ~ 11+113
Launching of Girders Main Sheet RFI

Type of Structure
Bridge # 2 Girder # 1
Bridge # 1 Abut # 2 Girder # 1
CONSULTANT
re Eastern Bypass
Eastern Bypass Package -1
KM: 0+000 ~ 11+113
Girders Main Sheet RFI

Description
Layout and lavel for girder Launching including bearing seat and bearing pad
Layout and level for girder Launching including bearing seat and bearing pad
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Rfi STR Main Sheet

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Rfi STR Main Sheet

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Rfi STR Main Sheet

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20-Jan-18 STR 1625 6+820 To 7+612 Bridge # 2 span # 14 R/S

20-Jan-18 STR 1626 6+820 To 7+612 Bridge # 2 span # 14 R/S

Steel of intermediate Diaphragm

Concrete of intermediate Diaphragm

Steel & Cable Profile of Pc Girder # 5-17 (G-2)

Structure BBS Main Sheet RFI

1 6/8/2017 BBS 1 0+000 Bridge #1 Bar Bending Schedule of Test Pile

Structure Shop Drawing Main Sheet RFI

Structure CHL Main Sheet RFI

Structure CHL Main Sheet RFI

Structure SIT Main Sheet RFI

1 11/8/2017 SIT 1 6+820 To 7+612

Structure SIT Main Sheet RFI

Ravi Bridge # 2 Pile # 1 Grid # 5 Sonic integrity Testing

Stressing of Girders Main Sheet R

1 11/25/2017 Stressing 1 6+820 To 7+612

ng of Girders Main Sheet RFI

Bridge # 2 Stressing of Pc Girder # 12 App

Groutting of Girders Main Sheet RFI

1 12/28/2017 Launching 1 6+820 To 7+612 Span # 14

Launching of Girders Main Sheet RFI

Girders Main Sheet RFI

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