CONSTRUCTION WORK SCHEDULE

ID Task Task Name Duration Start Finish Predecessors Qtr 1, 2025 Qtr 2, 2025 Qtr 3, 2025 Qtr 4, 2025 Qtr 1, 2026
Mode January February March April May June July August September October November December January February March
12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17 2/24 3/3 3/10 3/17 3/24 3/31 4/7 4/14 4/21 4/28 5/5 5/12 5/19 5/26 6/2 6/9 6/16 6/23 6/30 7/7 7/14 7/21 7/28 8/4 8/11 8/18 8/25 9/1 9/8 9/15 9/22 9/29 10/6 10/13 10/20 10/27 11/3 11/10 11/17 11/24 12/1 12/8 12/15 12/22 12/29 1/5 1/12 1/19 1/26 2/2 2/9 2/16 2/23 3/2 3/9 3/16 3/23
1 Gebuyi Kumi Mengesh (GKM) MSIP 298 days 1/16/25 3/9/26
2 1. Generl Iteams 298 days 1/16/25 3/9/26
3 Allow for Mobilization 15 days 1/16/25 2/5/25
(Machineries,Material,Labor,etc)
4 Allow for Demobilization 15 days 2/17/26 3/9/26 184
(Machineries,Material,Labor,etc)
5 Construction of Consultant Camp 15 days 1/16/25 2/5/25 3SS
and camp facilites size 3m*4m
from CGIS( 28 Gage) for roof
and wall and internally painted
6 Construction of contractor's camp 15 days 1/16/25 2/5/25 5FF
and camp facilities size 3m * 4m
from CGIS ( 28Gage ) for roof &
7 5 * 15m2 , cafe construction from 15 days 2/6/25 2/26/25 6
CGIS ( 28Gage ) for roof & wall
8 5 * 15m2 , store construction 5 days 2/27/25 3/5/25 7
from CGIS ( 28Gage ) with doors
9 Construction of guard house size 5 days 3/6/25 3/12/25 8
3m * 4m from CGIS ( 28Gage )
for roof & wall and internally
10 3 * 4m2 , Toilet and Shower 5 days 3/6/25 3/12/25 9FF
construction from CGIS ( 28Gage
) with window , Masonry floor
11 Construction of fence with barbed 3 days 3/10/25 3/12/25 9FF
wired fixed at 20cm interval to
erected eucalyptus poles which
12 Generator house and Guard house 5 days 3/6/25 3/12/25 9FF
( 3 * 4m² ) construction from
13 Generator rent with Fuel for Four 5 days 3/6/25 3/12/25 9FF
hour per day
14 As built drawing and site plan 6 days 2/17/26 2/24/26 4SS
15 Provision and maintenance of sign 6Boards
days 2/17/26 2/24/26 14FF
16 Preparation and submission of 10 days 2/11/26 2/24/26 14FF
Operation and Maintenance
17 Allow for medical facilities / fixed7cost
days/ 2/16/26 2/24/26 14FF
18 Running cost for water supply 290 days 1/16/25 2/25/26 14FF
19 Allow for security service 290 days 1/16/25 2/25/26 14FF
20 Temporary access and haul roads 15 days 2/6/25 2/26/25 3
21 2. Head work Structure 83 days 2/24/25 6/18/25
22 Weir Body 35 days 2/24/25 4/11/25
23 Ordinary Soil Excavation 7 days 2/27/25 3/7/25 20
24 Weathered rock Excavation 7 days 2/27/25 3/7/25 23FF
25 Hard rock excavation 10 days 2/24/25 3/7/25 23FF
26 Cyclopean Concrete ( 40 % 8 days 3/10/25 3/19/25 25
concrete and 60 % Masonry
27 12 days
C - 30 Concrete work for weit capping 3/27/25 4/11/25 28
28 Reinforcement bar , Ф12 for 5 days 3/20/25 3/26/25 26
weir body capping
29 U / S Aprone , D / S Aprone , U 82 days 2/25/25 6/18/25
/ S Cut off & D / S Cut off
30 U / S CUT - OFF 36 days 2/25/25 4/15/25
31 Excavation 7 days 2/25/25 3/5/25
32 Ordinary Soil Excavation 5 days 2/27/25 3/5/25 23SS
33 Weathered rock Excavation7 days 2/25/25 3/5/25 32FF
34 Hard rock excavation 7 days 2/25/25 3/5/25 32FF
35 Conrete Work 29 days 3/6/25 4/15/25
36 Concrete C - 30 12 days 3/17/25 4/1/25 37
37 Reinforcement bar , Ф12 5 days 3/10/25 3/14/25 38
38 formwork 2 days 3/6/25 3/7/25 34
39 Back fill and compaction 10 days 4/2/25 4/15/25 36
40 U / S APRONE 17 days 2/25/25 3/19/25
41 Excavation 7 days 2/25/25 3/5/25
42 Ordinary Soil Excavation 5 days 2/27/25 3/5/25 32FF
43 Weathered rock Excavation7 days 2/25/25 3/5/25 42FF
44 Hard rock excavation 7 days 2/25/25 3/5/25 42FF
45 Conrete Work 10 days 3/6/25 3/19/25
46 Cyclopean Concrete ( 40 5 days 3/6/25 3/12/25 44
% concrete and 60 %
47 5 days capping
Concrete C - 30 for U / S Aprone 3/13/25 3/19/25 46
48 Reinforcement bar , Ф12 3 days 3/17/25 3/19/25 47FF
for U / S Aprone capping
49 D / S CUT - OFF 26 days 4/16/25 5/21/25 68
50 Excavation 7 days 4/16/25 4/24/25
51 Ordinary Soil Excavation 5 days 4/16/25 4/22/25 68
52 Weathered rock Excavation7 days 4/16/25 4/24/25 51FF
53 Hard rock excavation 7 days 4/16/25 4/24/25 51FF
54 Conrete Work 19 days 4/25/25 5/21/25
55 C - 30 Concrete ( 1 : 2 : 3 ) 5 days 5/1/25 5/7/25 56
56 Reinforcement bar , Ф12 2 days 4/29/25 4/30/25 57
57 formwork 2 days 4/25/25 4/28/25 53
58 Back fill and compaction 10 days 5/8/25 5/21/25 55
59 D / S APRONE 20 days 5/22/25 6/18/25 49
60 EXCAVATION 7 days 5/22/25 5/30/25
61 Ordinary Soil Excavation 5 days 5/22/25 5/28/25 49
62 Weathered rock Excavation7 days 5/22/25 5/30/25 61FF
63 Hard rock excavation 7 days 5/22/25 5/30/25 61FF
64 Conrete Work 13 days 6/2/25 6/18/25
65 Cyclopean Concrete ( 40 5 days 6/2/25 6/6/25 63
% concrete and 60 %
66 5 days capping
Concrete C - 30 for D / S Aprone 6/12/25 6/18/25 67
67 Reinforcement bar , Ф12 3 days 6/9/25 6/11/25 65
for D / S Aprone capping
68 Divide wall 19 days 3/20/25 4/15/25 40
69 Ordinary Soil Excavation 3 days 3/20/25 3/24/25 40
70 Weathered rock Excavation 5 days 3/20/25 3/26/25 40FF
71 Masonry Work 9 days 3/27/25 4/8/25
72 Masonary ( 1 : 3 ) 7 days 3/27/25 4/4/25 70
73 Plasterin work 2 days 4/7/25 4/8/25 72
74 Conrete Work 5 days 4/9/25 4/15/25
75 C - 30 Concrete 5 days 4/9/25 4/15/25 73
76 Under sluice 22 days 2/25/25 3/26/25 40SS
77 Ordinary Soil Excavation 6 days 2/25/25 3/4/25 40SS
78 Weathered rock Excavation 6 days 2/25/25 3/4/25 77FF
79 Hard rock excavation 6 days 2/25/25 3/4/25 78FF
80 Conrete Work 16 days 3/5/25 3/26/25
81 Cyclopean Concrete ( 40 % 5 days 3/5/25 3/11/25 79
concrete and 60 % Masonry
82 C - 30 Concrete work for weir6capping
days 3/19/25 3/26/25 83
83 Reinforcement bar , p12 for 5 days 3/12/25 3/18/25 81
weir body capping

Project: msproj11 Task Milestone Project Summary External Milestone Inactive Milestone Manual Task Manual Summary Rollup Start-only Deadline Critical Split Manual Progress
Date: 12/7/24
Split Summary External Tasks Inactive Task Inactive Summary Duration-only Manual Summary Finish-only Critical Progress

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 CONSTRUCTION WORK SCHEDULE
ID Task Task Name Duration Start Finish Predecessors Qtr 1, 2025 Qtr 2, 2025 Qtr 3, 2025 Qtr 4, 2025 Qtr 1, 2026
Mode January February March April May June July August September October November December January February March
12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17 2/24 3/3 3/10 3/17 3/24 3/31 4/7 4/14 4/21 4/28 5/5 5/12 5/19 5/26 6/2 6/9 6/16 6/23 6/30 7/7 7/14 7/21 7/28 8/4 8/11 8/18 8/25 9/1 9/8 9/15 9/22 9/29 10/6 10/13 10/20 10/27 11/3 11/10 11/17 11/24 12/1 12/8 12/15 12/22 12/29 1/5 1/12 1/19 1/26 2/2 2/9 2/16 2/23 3/2 3/9 3/16 3/23
84 Breast wall 8 days 3/20/25 3/31/25 47
85 Concrete C - 20 5 days 3/25/25 3/31/25 86
86 Reinforcement Ф14 3 days 3/20/25 3/24/25 47
87 Operation slab 8 days 3/25/25 4/3/25 47SS
88 Concrete C - 20 5 days 3/28/25 4/3/25 89
89 Reinforcement Ф14 Kg 3 days 3/25/25 3/27/25 86
90 Retaining Wall ( U / S and D / S )54 days 4/1/25 6/13/25 84
91 U / S Retaining wall 28 days 4/1/25 5/8/25
92 Ordinary Soil Excavation 5 days 4/1/25 4/7/25 84
93 weathered rock excavation 5 days 4/1/25 4/7/25 92FF
94 Back fill and compaction 5 days 5/2/25 5/8/25 99
95 Masonry Work 18 days 4/8/25 5/1/25
96 Masonary ( 1 : 3 ) 5 days 4/15/25 4/21/25 97
97 Lean Concrete , C - 15 ( for5beding
days ) 4/8/25 4/14/25 93
98 5 days
Plastering internal face ( to the 4/22/25
river side ) 4/28/25 96
99 3 days
Pointing external face ( to the abutment4/29/25
side ) 5/1/25 98
100 D / S Retaining wall 26 days 5/9/25 6/13/25 91
101 Ordinary Soil Excavation 5 days 5/9/25 5/15/25 91
102 Hard rock excavation 5 days 5/9/25 5/15/25 101FF
103 Back fill and compaction 6 days 6/6/25 6/13/25 107
104 MASONRY WORK 15 days 5/16/25 6/5/25
105 Masonary ( 1 : 3 ) 5 days 5/23/25 5/29/25 106
106 Lean Concrete , C - 15 ( for5beding
days ) 5/16/25 5/22/25 102
107 5 days
Plastering internal face ( to the 5/30/25
river side ) 6/5/25 105
108 3 days
Pointing external face ( to the abutment6/3/25
side ) 6/5/25 107FF
109 GATES ( Supply and 2 days 6/16/25 6/17/25 90
installation as per the drawing
110 Off take canal gate consists 2 days 6/16/25 6/17/25 90
Installation , the gate consists
the following parts
111 4mm thickness sheet metal , 0.6m 1 dayX 0.95m 6/16/25 6/16/25 90
112 40X40X10mm angle iron , length 1 day1.36m6/16/25 6/16/25 111FF
113 Spindle length 3.3m 1 day 6/16/25 6/16/25 111FF
114 n12mm bar for anchorage 1 day 6/16/25 6/16/25 111FF
115 Handle 32mm steel 1m length1...day etc 6/16/25 6/16/25 111FF
116 50x 50x 10mm stiffing angle iron 2 days 6/16/25 6/17/25 111FF
117 Under sluice gate consists 2 days 6/16/25 6/17/25 110SS
Installation , the gate consists
118 6mm thickness sheet metal , 1.2m 1 dayX 1.2m 6/16/25 6/16/25 110SS
119 40X40X10mm angle iron , length 1 day2.5m 6/16/25 6/16/25 118FF
120 Spindle length 3.65m 1 day 6/16/25 6/16/25 118FF
121 12mm bar for anchorage 1 day 6/16/25 6/16/25 118FF
122 Handle 32mm steel 1m length1...day etc 6/16/25 6/16/25 118FF
123 50x 50x 10mm stiffing angle iron 2 days 6/16/25 6/17/25 118FF
124 3. Irrigation Canal System and 176 days 6/16/25 2/16/26 103
Infrastructure
125 Main Canal 71 days 6/16/25 9/22/25 103
126 Earthworks 61 days 6/16/25 9/8/25 103
127 Clear the area of the 10 days 6/16/25 6/27/25 103
earthworks and road works
128 Rectangular canal excavation 12 days 6/30/25 7/15/25 127
of common soil material in
open to the lines and grades
as shown in drawing ,
disposal to spoil pits and
129 Rectangular canal excavation 12 days 7/16/25 7/31/25 128
of Soft rock material in open
to the lincs and grades as
shown in drawing , disposal
130 Rectangular canal excavation 15 days 7/11/25 7/31/25 129FF
of Hard rock material in
open to the lines and grades
as shown in drawing ,
131 Backfilling and compaction 15 days 8/19/25 9/8/25 134
from excavation material
132 Masonry Works 12 days 8/1/25 8/18/25
133 Basaltic or equivalent stone 7 days 8/1/25 8/11/25 130
masonry work in cement
sand mortar of 1 : 3 mix ratio
The thickness of masonry
134 5 days
Plastering work by 1 : 3 ratio mortar 8/12/25 8/18/25 133
135 Division Boxes , Turnouts 37 days 8/1/25 9/22/25
and Drop Structures
136 Division Box and Turnout 25 days 8/1/25 9/4/25
137 Basaltic or equivalent 7 days 8/1/25 8/11/25 133SS
stone masonry work in
cement sand mortar of 1 :
3 mix ratio The thickness
138 Plastering work by 1 : 3 ratio5 days
mortar 8/12/25 8/18/25 137
139 Cemented Stone Pitch 6 days 8/19/25 8/26/25 138
140 Division box gate as indicated7 days 8/27/25
in the drawing 9/4/25 139
141 Drop Structure 12 days 9/5/25 9/22/25
142 Basaltic or equivalent 7 days 9/5/25 9/15/25 140
stone masonry work in
cement sand mortar of 1 :
3 mix ratio . The thickness
143 Plastering work by 1 : 3 ratio5 days
mortar 9/16/25 9/22/25 142
144 Secondary Canals at Main 59 days 9/23/25 12/12/25 125
Canal ( SC - 1-1 , SC - 1-2 , SC -
1-3 , SC - 1-4 , SC - 1-5 & SC -
145 Earthworks 20 days 9/23/25 10/20/25
146 Clear the area of the 7 days 9/23/25 10/1/25 143
earthworks and road works
147 Rectangular canal excavation 5 days 10/2/25 10/8/25 146
of common soil in open to
the lines and grades as
shown in drawing , disposal
148 Rectangular canal excavation 5 days 10/2/25 10/8/25 147FF
of Hard rock material in
open to the lines and grades
as shown in drawing ,
149 Rectangular canal excavation 5 days 10/2/25 10/8/25 147FF
of soft rock material in open
to the lines and grades as
shown in drawing , disposal
150 Backfilling and compaction 6 days 10/13/25 10/20/25 153
from excavation material
151 Masonry Works 2 days 10/9/25 10/10/25

Project: msproj11 Task Milestone Project Summary External Milestone Inactive Milestone Manual Task Manual Summary Rollup Start-only Deadline Critical Split Manual Progress
Date: 12/7/24
Split Summary External Tasks Inactive Task Inactive Summary Duration-only Manual Summary Finish-only Critical Progress

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 CONSTRUCTION WORK SCHEDULE
ID Task Task Name Duration Start Finish Predecessors Qtr 1, 2025 Qtr 2, 2025 Qtr 3, 2025 Qtr 4, 2025 Qtr 1, 2026
Mode January February March April May June July August September October November December January February March
12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17 2/24 3/3 3/10 3/17 3/24 3/31 4/7 4/14 4/21 4/28 5/5 5/12 5/19 5/26 6/2 6/9 6/16 6/23 6/30 7/7 7/14 7/21 7/28 8/4 8/11 8/18 8/25 9/1 9/8 9/15 9/22 9/29 10/6 10/13 10/20 10/27 11/3 11/10 11/17 11/24 12/1 12/8 12/15 12/22 12/29 1/5 1/12 1/19 1/26 2/2 2/9 2/16 2/23 3/2 3/9 3/16 3/23
152 Basaltic or equivalent stone 1 day 10/9/25 10/9/25 149
masonry work in cement
sand mortar of 1 : 3 mix ratio
. The thickness of masonry
153 1 day
Plastering work by 1 : 3 ratio mortar 10/10/25 10/10/25 152
154 Division Box,Turnout and 22 days 10/21/25 11/19/25
Drop Structure
155 Division Box and Turnout 15 days 10/21/25 11/10/25
156 Basaltic or equivalent 5 days 10/21/25 10/27/25 150
stone masonry wall
erection well bedded in
cement sand mortar of 1 :
157 5 days
Plastering work by 1 : 3 ratio mortar 10/28/25 11/3/25 156
158 Cemented Stone Pitch 3 days 11/4/25 11/6/25 157
159 2 days
Division box gate as indicated 11/7/25
in the drawing 11/10/25 158
160 Drop Structure 7 days 11/11/25 11/19/25
161 Basaltic or equivalent 4 days 11/11/25 11/14/25 159
stone masonry wall
erection well bedded in
cement sand mortar of 1 :
162 3 days
Plastering work by 1 : 3 ratio mortar 11/17/25 11/19/25 161
163 Tertiary Canals 17 days 11/20/25 12/12/25
164 Clear the area of the 10 days 11/20/25 12/3/25 162
earthworks and roadworks
165 Excavation of common soil 7 days 12/4/25 12/12/25 164
in open to the lines and
grades as shown in drawing ,
disposal to spoil pits and
166 Crossing Structures ( Culverts , 34 days 12/15/25 1/29/26 144
foot path or Cattle crossing ,
supperpassage )
167 Pipe Culverts 26 days 12/15/25 1/19/26
168 lear the area of the 6 days 12/15/25 12/22/25 144
earthworks and roadworks
169 Channel Excavation in all 5 days 12/23/25 12/29/25 168
type of soils except rocks
with all lifts and disposal
170 Backfill around pipe culvert 7 days 1/9/26 1/19/26 172
from suitable excavated
material and compacted in
171 Concrete 1 day 1/8/26 1/8/26
172 Reinforced concrete class 1 day 1/8/26 1/8/26 177
C - 20 with form work
173 Pipe culvert 7 days 1/9/26 1/19/26
174 Supply and lay Precast RC 7 days 1/9/26 1/19/26 170FF
Pipe culvert , Dia . 900mm
internal diameter and 2m
length , including pipe
175 Masonry Work 7 days 12/30/25 1/7/26
176 Basaltic or equivalent 5 days 12/30/25 1/5/26 169
stone masonry wall
erection which will be well
bedded in cement sand
mortar of 1 : 3 mix ratio
for Retaining wall . The
177 Plastering and pointing 1 : 32mortar
days 1/6/26 1/7/26 176
178 Crossing Structures ( foot 15 days 1/9/26 1/29/26
path , Cattle crossing ,
179 Basaltic or equivalent stone 8 days 1/9/26 1/20/26 172
masonry wall erection which
will be well bedded in
cement sand mortar of 1 : 3
mix ratio for Retaining wall .
The thickness of masonry
180 Reinforced concrete class C - 5 days 1/21/26 1/27/26 179
20 with form work
181 Furnish and Install 2 days 1/28/26 1/29/26 180
Reinforcement Bars having
182 Drainage Canals 12 days 1/30/26 2/16/26 166
183 Clear the area of the earthworks 7 days 1/30/26 2/9/26 181
and roadworks from bush ,
184 Channel excavation of common 5 days 2/10/26 2/16/26 183
soil open to the lines and
grades as shown in drawing ,
disposal to spoil pits and

Project: msproj11 Task Milestone Project Summary External Milestone Inactive Milestone Manual Task Manual Summary Rollup Start-only Deadline Critical Split Manual Progress
Date: 12/7/24
Split Summary External Tasks Inactive Task Inactive Summary Duration-only Manual Summary Finish-only Critical Progress

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