Page 1
Target Actual Target Actual Target Actual Target Actual Target Actual
1 CUM 1,248.34 696.14 - 696.14 #VALUE! - - - - -
2 CUM 84.83 51.20 - 51.20 33.63 - - - - -
3 CUM 41.52 26.41 - 26.41 15.55 - - - - -
4 CUM 30.83 17.06 - 17.06 11.40 - - - - -
5 CUM 35.00 - - - 35.00 - - - - -
6 CUM 404.14 135.40 - 135.40 258.77 - - - - -
7 CUM 1406.00 106.00 - 106.00 1300.00 - - - - -
8 SQMT 52.81 52.81 - 52.81 0.00 - - - - -
9 CUM 495.43 100.00 - 100.00 357.25 - - - - -
10 CUM 180.00 50.00 - 50.00 0.00 - - - - -
11 Reinforcement Work Mt 26.00 8.46 - 8.46 17.10 - - - - -
12 Shuttering Work Sqm. 1966.58 388.57 - 388.57 1534.46 - - - - -
INSTALLATION OF ELECTRICAL EQUIPMENT :-
S.No. SHORT
1 0
2 1
3 5
4 3
5 5
6 15
7 0
0
S. NO. 0
1 0
2 0
3 3
4 1
========
33
1
Gas Cutters 00
0
Helpers
1 0
========
Unskilled labour
0
0 0
Survey/ Lab Equipment/Others Lot
Others
CATEGORY
0
Hydra No. 0
0
0
Tractor
DESCRIPTION UNIT DEPLOYED
Poclain
No. 0
1
0
Dewatering Pump No.
JCB No.
INSTALLATION OF INSTRUMENTS :-
R.C.C. M-30 Grade
CIVIL CONSTRUCTION WORKS IN TOTAL
Week 3(15-21)Sun. Description
Murram Filling
150 Thk. Lean Concrete
Month:-May- 2014
Contractor:- SMS INFRASTRUCTURE LIMITED
Up To
PreviousToday Cumu lative
Balance to
Execute
Date 06.05.2014
UOM Week 1(1-7)TOTAL Qty.
SMS INFRASTRUCTURE LIMITEDDAILY PROGRESS REPORT
Expected Completion Date:-
Weather Condition:-Sunny
Project Name:- ETP - NADA & AF
Project Location:- GGS - Padra
Project Start Date:- 01.05.2012
Project End date:- 31.07.2014
Client:- Oil And Nautural Gas Corporation TPI:- TUV SUD SOUTH ASIA
Week 4(22-31) Total in Month
Excavation
300 Thk. Rubble solling
100 Thk. P.C.C. (1:3:6)
Week 2(8-14)
Other Milestones If Any
REQUIRED
3
Sand Bitumen Layer 50 mm thk.
Back Filling by Excavated Material
Yellow soil filling
ERECTION OF MECHANICAL EQUIPMENT :-
DEPLOYED
MixerMachine
5
Site Incharge
Engineer
DETAILS OF MANPOWER
SUBCONTRACTOR
1 0
0
5 0
0 0
Carpenters
0
Skilled Labour
0
Barbenders
15 0
Grinders
Riggers 0
Fitters
Welders
==========
03
M/S SMS
Infrastructure Ltd.
Ankleshwar
MOBILISATION OF CONSTRUCTION MACHINERY
PROGRAM FOR NEXT DAY
0No.
No.
TOTAL 33 0
R.C.C. M-20 Grade
Page 2
Target Actual Target Actual Target Actual Target Actual Target Actual
1
A CUM 294.49 294.49 - 294.49 - - - - -
B CUM 27.20 27.20 - 27.20 - - - - -
C CUM 13.60 13.60 - 13.60 - - - - -
Reviwed By:- Naishadh Modi( Assistant manager Project)
Prepaired By :-Supradip Kundu (Sr. civil Engineer)
S.No. Description
Effluent Tank T-101
Month:-May- 2014
Week 1(1-7) Week 2(8-14) Week 3(15-21) Week 4(22-31) Total in Month
Excavation
300 Thk. Rubble solling
150 Thk. Lean Concrete
UOM TOTAL Qty.
ANNEXTURE FOR CIVIL WORK
Up To
PreviousToday Cumu lative
Balance to
Execute
CO
MP
LE
TE
D
Page 3
D CUM 9.06 9.06 - 9.06 - - - - -
E CUM 99.84 99.84 - 99.84 - - - - -
F CUM 106.00 106.00 - 106.00 - - - - -
G SQMT 52.81 52.81 - 52.81 - - - - -
H CUM 120.00 100.00 - 100.00 - - - - -
I CUM 180.00 50.00 - 50.00 - - - - -
J Reinforcement Work Mt 6.62 6.62 - 6.62 - - - - -
K Shuttering Work Sqm. 238.38 238.38 - 238.38 - - - - -
2
A CUM 305.20 158.20 - 158.20 147.00 - - - - -
B CUM 36.52 9.82 - 9.82 26.70 - - - - -
C CUM 18.26 4.91 - 4.909 13.35 - - - - -
D CUM 12.17 3.27 - 3.27 8.90 - - - - -
E CUM 71.34 28.55 - 28.55 42.79 - - - - -
F CUM 129.11 - - - 129.11 - - - - -
G MT 6.42 1.84 - 1.84 4.58 - - - - -
H SQMT 310.26 129.57 - 129.57 180.69 - - - - -
3
A CUM 24.99 24.99 - 24.99 - - - - - -
B CUM 1.61 1.61 - 1.61 - - - - - -
C CUM 0.81 0.81 - 0.810 - - - - - -
D CUM 0.54 0.54 - 0.54 - - - - - -
E CUM 9.97 - - - - - - - - -
F CUM 18.18 - - - - - - - - -
G MT 0.44 - - - - - - - - -
H SQMT 46.79 3.23 - 3.23 - - - - - -
4
A CUM 27.44 - - - 27.44 - - - - -
B CUM 1.80 - - - 1.80 - - - - -
C CUM 0.78 - - - 0.78 - - - - -
D CUM 3.15 - - - 3.15 - - - - -
E CUM 16.37 - - - 16.37 - - - - -
F MT 0.35 - - - 0.35 - - - - -
G SQMT 29.00 - - - 29.00 - - - - -
5
A CUM 77.76 - - - 77.76 - - - - -
B CUM 2.38 - - - - - - - - -
C CUM 28.97 - - - 28.97 - - - - -
D CUM 70.37 - - - 70.37 - - - - -
E MT 2.68 - - - 2.68 - - - - -
F SQMT 184.82 - - - 184.82 - - - - -
6
A CUM 50.10 50.10 - 50.10 0.00 - - - - -
B CUM 4.40 3.68 - 3.68 0.72 - - - - -
C CUM 2.20 1.84 - 1.840 - - - - - -
D CUM 1.47 1.23 - 1.23 0.24 - - - - -
E CUM 30.82 5.50 - 5.50 25.32 - - - - -
F CUM 30.74 - - - 30.74 - - - - -
Murram Filling
Sand Bitumen Layer 50 mm thk.
Back Filling by Excavated Material
R.C.C. M-30 Grade
Yellow soil filling
100 Thk. P.C.C. (1:3:6)
Back filling
Reinforcement Work
Shuttering Work
Dyke wall
Excavation
300 Thk. Rubble solling
150mm th PCC (1:5:10)
100 mm thk. PCC (1:3:6)
RCC M-30
Pump foundation
Excavation
300 Thk. Rubble solling
150mm th PCC (1:5:10)
100 mm thk. PCC (1:3:6)
RCC M-30
Back filling
Reinforcement Work
Shuttering Work
OWS Pit
Excavation
230 Thk. Rubble solling
100 mm thk. PCC (1:3:6)
RCC M-30
Back filling
Reinforcement Work
Shuttering Work
MCC ROOM
Excavation
150 mm thk. PCC M-15
RCC M-30
Back filling
Reinforcement Work
Shuttering Work
COMPRESSOR foundation
Excavation
300 Thk. Rubble solling
150mm th PCC (1:5:10)
100 mm thk. PCC (1:3:6)
RCC M-30
Back filling
CO
MP
LE
TE
D
Page 4
G MT 1.12 - - - 1.12 - - - - -
H SQMT 68.46 13.79 - 13.79 54.67 - - - - -
7
A CUM 112.20 112.20 - 112.20 0.00 - - - - -
B CUM 9.26 4.86 - 4.86 4.40 - - - - -
C CUM 4.63 2.43 - 2.430 2.20 - - - - -
D CUM 3.09 1.62 - 1.62 1.47 - - - - -
E CUM 45.80 - - - 45.80 - - - - -
F CUM 65.69 - - - 65.69 - - - - -
G MT 1.01 - - - 1.01 - - - - -
H SQMT 132.41 - - - 132.41 - - - - -
8
A CUM 56.16 56.16 - 56.16 - - - - - -
B CUM 4.03 4.03 - 4.03 0.00 - - - - -
C CUM 2.02 2.82 - 2.823 - - - - - -
D CUM 1.34 1.34 - 1.34 0.00 - - - - -
E CUM 9.25 1.51 - 1.51 7.74 - - - - -
F CUM 44.96 - - - 44.96 - - - - -
G MT 0.86 - - - 0.86 - - - - -
H SQMT 81.46 3.60 - 3.60 77.86 - - - - -
9
A CUM 0.00 - - - - - - - - -
D CUM 35.00 - - - 35.00 - - - - -
E CUM 105.00 - - - 105.00 - - - - -
F CUM 0.00 - - - - - - - - -
G MT 6.50 - - - 6.50 - - - - -
H SQMT 875.00 - - - 875.00 - - - - -
10
A CUM 300.00 - - - 300.00 - - - - -
B CUM 1300.00 - - - 1300.00 - - - - -
C SQMT - - - - -
D SQMT - - - - -
S.No.
S.NO
Project Highlight
Tommorrow's Programme
PROJECT CONSTRAINTS
PREPARED BY:-
Tool Box meeting conducted
House keeping work carried out
Sheikh
Ashfaque(Fire &
Safety officer)
Reinforcement Work
Shuttering Work
Compressor shed
Excavation
300 Thk. Rubble solling
150mm th PCC (1:5:10)
100 mm thk. PCC (1:3:6)
RCC M-30
Back filling
Reinforcement Work
Shuttering Work
Pump shed
Excavation
300 Thk. Rubble solling
150mm th PCC (1:5:10)
100 mm thk. PCC (1:3:6)
RCC M-30
Road Work
Excavation
Back filling
Reinforcement Work
Shuttering Work
Strom water drain ( 350 Rm).
Excavation
100 mm thk. PCC M-20
Mr. Supradip Kundu ( civil Engineer)
Yellow Soil Filling
WBM Complete
Finish Coat
RCC M-30
Back filling
Reinforcement Work
Shuttering Work
Page 5
SIGN.
R.C.M.
PREPARED BY:-
Page 6
Target Actual Target Actual Target Actual Target Actual Target Actual
1 CUM 307.05 270.95 - 270.95 36.10 - - - -
2 CUM 25.70 23.90 - 23.90 1.80 - - - -
3 CUM 11.95 11.95 - 11.95 - - - - -
4 CUM 8.74 7.96 - 7.96 0.78 - - - -
5 CUM 76.22 60.33 - 60.33 15.89 - - - -
6 CUM 90.75 - - - 90.75 - - - -
7 SQMT 36.29 - - - 36.29 - - - -
8 CUM 173.43 50.00 - 50.00 123.43 - - - -
9 CUM 220.00 - - - 220.00 - - - -
10 Reinforcement Work MT 6.00 4.40 - 4.40 1.60 - - - -
11 Shuttering Work SQMT 186.38 88.79 - 88.79 97.59 - - - -
12
13
14
INSTALLATION OF ELECTRICAL EQUIPMENT :- TO BE INDENTIFIED LATER
S.No. SHORT
1 -
2 -
3 3
4 2
5 2
6 -
7 -
-
S. NO. -
1 -
2 -
3 -
4 -
========
7
Target Actual Target Actual Target Actual Target Actual Target Actual
1
A CUM 270.95 270.95 - 270.95 - - - - - - 0.65
Skilled Labour
Reviwed By:- Naishadh Modi( Assistant manager Project)
-
-
No.
Prepaired By :-Supradip Kundu (Sr. civil Engineer)
REQUIRED
- -
-
2 -
1
-
-
-
-
Site Incharge
CATEGORYDESCRIPTION UNIT DEPLOYED
100 Thk. P.C.C. (1:3:6)
S.No.Up To
Previous Week 1(1-7)
TPI:- TUV SUD SOUTH ASIA
Total in Month
Client:- Oil And Nautural Gas Corporation
Cumu
lative Week 4(22-31)
Month:-May- 2014
TOTAL Qty. Today
Date 06.05.2014
SMS INFRASTRUCTURE LIMITEDDAILY PROGRESS REPORT
Expected Completion Date:-
Weather Condition:-Sunny
Project Name:- ETP - NADA & AF
Project Location:- GGS - Dabka
Project Start Date:-01.05.2012
Contractor:- SMS INFRASTRUCTURE LIMITED
Project End date:- 31.07.2014
300 Thk. Rubble solling
Sand Bitumen Layer 50 mm thk.
ERECTION OF MECHANICAL EQUIPMENT :- TO BE INDENTIFIED LATER
Murram Filling
Description
Back Filling by Excavated Material
Yellow soil filling
Excavation
150 Thk. Lean Concrete
Balance to
ExecuteUOM
CIVIL CONSTRUCTION WORKS IN TOTAL
INSTALLATION OF INSTRUMENTS :- TO BE INDENTIFIED LATER
Week 3(15-21)Week 2(8-14)
R.C.C. M-30 Grade
Engineer
No.
2
Dewatering Pump
Other Milestones If Any
Barbenders
-
M/S SMS
Infrastructure Ltd.
Ankleshwar
========
SUBCONTRACTOR
-
MOBILISATION OF CONSTRUCTION MACHINERY
1
- 3 Carpenters
DEPLOYED
JCB
==========
-
DETAILS OF MANPOWER
Unskilled labour
Riggers
-
1.00
No.
TOTAL
-
4
Others
Welders
Helpers
-
-
No.
PROGRAM FOR NEXT DAY
Fitters
Poclain
No. -
Lot
-
Gas Cutters
4
Grinders
Survey/ Lab Equipment/Others
1 MixerMachine
-
-
ANNEXTURE FOR CIVIL WORK
No.
Tractor
Month:-May- 2014Up To
PreviousToday Total in Month
-
13 6
Hydra
S.No. Description UOM TOTAL Qty. Week 1(1-7)
Effluent Tank T-201
Excavation
Week 2(8-14) Week 3(15-21)Cumu
lative
Balance to
ExecuteWeek 4(22-31)
1
Page 7
B CUM 23.90 23.90 - 23.90 - - - - - - 0.65
C CUM 11.95 11.95 - 11.95 - - - - - - 2.75
D CUM 7.96 7.96 - 7.96 - - - - - - 2.75
E CUM 72.74 60.33 - 60.33 12.41 - - - - -
F CUM 90.75 - - - 90.75 - - - - -
G SQMT 36.29 - - - 36.29 - - - - -
H CUM 150.00 50.00 - 50.00 100.00 - - - - -
i CUM 220.00 - - - 220.00 - - - - -
j Reinforcement Work MT 6.00 4.40 - 4.40 1.60 - - - - -
k Shuttering Work SQMT 154.80 88.79 - 88.79 66.01 - - - - -
Yellow soil filling
150 Thk. Lean Concrete
R.C.C. M-30 Grade
300 Thk. Rubble solling
Murram Filling
Back Filling by Excavated Material
Sand Bitumen Layer 50 mm thk.
100 Thk. P.C.C. (1:3:6)
Page 8
2
A CUM 36.10 36.10 - 36.10 - - - - - - 0.65
B CUM 1.80 1.80 - 1.80 - - - - - - 0.65
C CUM 0.78 - - - 0.78 - - - - - 2.75
D CUM 3.48 - - - 3.48 - - - - -
E CUM 23.43 - - - 23.43 - - - - -
F Reinforcement Work MT - - - - - - - - - -
G Shuttering Work SQMT 31.58 - - - 31.58 - - - - -
S.No.
Amit Patel (Safety
officer)
Project Highlight
Back Filling by Excavated Material
OWS Pit
Excavation
230 Thk. Rubble solling
100 Thk. P.C.C. (1:3:6)
R.C.C. M-30 Grade
Page 9
Target Actual Target Actual Target Actual Target Actual Target Actual
1 CUM 3,794.65 2,965.48 - 2,965.48 #VALUE! - - - - -
2 CUM 221.81 162.68 - 162.68 52.38 - - - - -
3 CUM 108.24 95.27 - 95.27 8.44 - - - - -
4 CUM 76.58 70.52 - 70.52 3.82 - - - - -
5 CUM 845.22 592.10 - 592.10 238.57 - - - - -
6 CUM 17.86 17.86 - 17.86 - - - - - -
7 CUM 55.00 16.75 1.60 18.35 36.65 0.00 0.00 0.00 0.00 1.60
8 CUM 916.58 458.29 - 458.29 458.29 - - - - -
9 SQMT 350.00 350.00 - 350.00 - - - - - -
10 CUM 1,743.86 1,003.77 - 1,003.77 466.72 - - - - -
11 CUM 2,257.29 1,348.99 - 1,348.99 908.30 - - - - -
12 Reinforcement Work MT 65.80 52.78 - 52.78 13.03 - - - - -
13 Shuttering Work SQMT 4,225.03 2,266.46 - 2,266.46 1,937.09 - - - - -
INSTALLATION OF ELECTRICAL EQUIPMENTS :- TO BE INDENTIFIED LATER
S.No. SHORT
1 1
2 0
3 1
4 3
5 2
6 9
7 6
8 2
3
S. NO. 1
1 0
2 2
3 3
4 ========
33
Target Actual Target Actual Target Actual Target Actual Target Actual
1
CUM 703.95 703.95 - 703.95 - - - - -
B CUM 48.83 48.83 - 48.83 - - - - -
C CUM 24.42 24.42 - 24.42 - - - - -
D CUM 16.27 16.27 - 16.27 - - - - -
11
150 Thk. Lean Concrete
Effluent Tank T-301A
UOM
CO
MP
LE
TE
D
35
ANNEXTURE FOR CIVIL WORK
S.No. Week 3(15-21)Description
3
10
2
Reviwed By:- Naishadh Modi( Assistant manager Project)
PROGRAM FOR NEXT DAY
Prepaired By :-Supradip Kundu (Sr. civil Engineer)
DEPLOYEDREQUIRED
2
1
2
2
SUBCONTRACTOR
2Engineer
68
2
4
3
TOTAL
Gas Cutters
6
DESCRIPTION
Dewatering Pump
MixerMachine
1
Weigh batcher
5
3
CATEGORY
0
DETAILS OF MANPOWER
No.
UNIT
INSTALLATION OF INSTRUMENTS :- TO BE INDENTIFIED LATER
MOBILISATION OF CONSTRUCTION MACHINERY
2
RCC M-25
S.No. Week 4(22-31)
R.C.C. M-30 Grade
ERECTION OF MECHANICAL EQUIPMENTS :- TO BE INDENTIFIED LATER
Back Filling by Excavated Material
Yellow soil filling
Sand Bitumen Layer 50 mm thk.
Murram Filling
Excavation
TOTAL Qty. Week 1(1-7) Week 2(8-14)
Project End date:- 31.07.2014
Balance to
ExecuteUOM
150 Thk. Lean Concrete
300 Thk. Rubble solling
Up To
PreviousWeek 3(15-21)Description
SMS INFRASTRUCTURE LIMITEDDAILY PROGRESS REPORT
Expected Completion Date:-
Weather Condition:-Sunny
Project Name:- ETP - NADA & AF Project Start Date:-01.05.2012
CIVIL CONSTRUCTION WORKS IN TOTAL
Date 06.05.2014
100 Thk. P.C.C. (1:3:6)
Cumu
lative
Month:-May- 2014
Today
Site Incharge
TPI:- TUV SUD SOUTH ASIAContractor:- SMS INFRASTRUCTURE LIMITEDClient:- Oil And Nautural Gas Corporation
Project Location:- GGS - Jambusar
Total in Month
Other Milestones If Any
DEPLOYED
Tractor 0
1
No.
No.
No.
JCB
Poclain 0
1
No.
Others
2
M/S SMS
Infrastructure Ltd.
Ankleshwar
1
Barbenders
Hydra
No. 1
Riggers
0No.
Carpenters
Skilled Labour
20
Welders
Grinders
No.
5
4
2
7
Unskilled labour
3
Survey/ Lab Equipment/Others Fitters
Excavation
2
==========
0
========
Helpers
Up To
PreviousTotal in Month
Cumu
lativeWeek 2(8-14)Week 1(1-7)TodayTOTAL Qty.
Month:-May- 2014
Week 4(22-31)Balance to
Execute
100 Thk. P.C.C. (1:3:6)
300 Thk. Rubble solling
PCC M-20
Page 10
ECUM 171.01 171.01 - 171.01 - - - - -
F CUM 458.29 458.29 - 458.29 - - - - -
G SQMT 175.00 175.00 - 175.00 - - - - -
H CUM 300.00 300.00 - 300.00 - - - - -
I CUM 458.29 458.29 - 458.29 - - - - -
J Reinforcement Work MT 14.50 14.50 - 14.50 - - - -
k Shuttering Work SQMT 374.37 374.37 - 374.37 - - - - -
2
A CUM 703.95 703.95 - 703.95 - - - - -
B CUM 48.83 48.83 - 48.83 - - - - -
C CUM 24.42 24.41 - 24.41 - - - - -
D CUM 16.27 16.27 - 16.27 - - - - -
ECUM 171.01 171.01 - 171.01 - - - - -
F CUM 458.29 0.00 - 0.00 - - - - -
G SQMT 175.00 175.00 - 175.00 - - - - -
H CUM 300.00 300.00 - 300.00 - - - - -
I CUM 458.29 350.00 - 350.00 - - - - -
J Reinforcement Work MT 14.50 14.50 - 14.50 - - - - -
k Shuttering Work SQMT 374.37 374.37 - 374.37 - - - - -
3
A CUM 800.00 420.00 - 420.00 380.00 - - - - -
B CUM 1300.00 500.00 - 500.00 800.00 - - - - -
C SQMT - - - - -
D SQMT - - - - -
4
A CUM 11.00 11.00 - 11.00 0.00 - - - - -
B CUM 5.18 5.18 - 5.18 0.00 - - - - -
C CUM 1.73 1.73 - 1.73 0.00 - - - - -
D CUM 10.68 10.68 - 10.68 0.00 - - - - -
E CUM 7.00 0.00 - 0.00 7.00 - - - - -
F Reinforcement Work MT 0.60 0.60 - 0.60 0.00 - - - - -
G Shuttering Work SQMT 45.75 45.75 - 45.75 0.00 - - - - -
Sand Bitumen Layer 50 mm thk.
Back Filling by Excavated Material
300 Thk. Rubble solling
Excavation
RCC
Yellow Soil Filling
Back filling
PCC
Yellow soil filling
Finish Coat
CO
MP
LE
TE
D
Road Work
Box Culvert for Pipes
150 Thk. Lean Concrete
WBM Complete
Excavation
100 Thk. P.C.C. (1:3:6)
R.C.C. M-30 Foundation & Ring Wall
R.C.C. M-30 for Foundation &Ring
Wall
Back Filling by Excavated Material
CO
MP
LE
TE
D
Yellow soil filling
Murram Filling
Sand Bitumen Layer 50 mm thk.
Effluent Tank T-301B
Excavation
Murram Filling
300 Thk. Rubble solling
Page 11
5
A CUM 225.99 225.99 - 225.99 0.00 - - - - -
B CUM 11.63 11.63 - 11.63 0.00 - - - - -
C CUM 5.81 5.81 - 5.81 0.00 - - - - -
D CUM 3.42 3.42 - 3.42 0.00 - - - - -
E CUM 32.41 32.41 - 32.41 0.00 - - - - -
F CUM 17.86 17.86 - 17.86 0.00 - - - - -
G CUM 232.15 232.15 - 232.15 0.00 - - - - -
H CUM 40.71 40.70 - 40.70 0.00 - - - - -
I Reinforcement Work MT 3.05 3.05 - 3.05 0.00 - - - - -
J Shuttering Work SQMT 210.00 210.00 - 210.0 0.00 - - - - -
K SQMT 89.28 89.28 - 89.28 - - - - - -
5
A CUM 885.00 636.00 - 636.00 249.00 - - - - -
B CUM 86.94 34.56 34.56 52.38 - - - - -
C CUM 43.47 35.03 35.033 8.44 - - - - -
D CUM 28.98 25.16 25.16 3.82 - - - - -
E CUM 153.57 115.34 115.34 38.23 - - - - -
F CUM 615.72 156.00 - 156.00 459.72 - - - - -
G MT 18.80 14.79 - 14.79 4.01 - - - - -
H SQMT 1279.00 727.64 - 727.64 551.36 - - - - -
6
A CUM 27.54 27.54 - 27.54 - - - - -
B CUM 1.60 1.60 - 1.60 - - - - -
C CUM 0.80 0.80 - 0.800 - - - - -
D CUM 0.53 0.53 - 0.53 - - - - -
E CUM 8.98 8.98 - 8.98 - - - - -
F CUM 15.62 15.62 - 15.62 - - - - -
G MT 0.35 0.35 - 0.35 - - - - -
H SQMT 46.68 46.68 - 46.68 - - - - -
7
A CUM 27.44 27.44 - 27.44 - - - - -
B CUM 1.80 1.80 - 1.80 - - - - -
C CUM 0.78 0.78 - 0.78 - - - - -
D CUM 3.15 3.15 - 3.15 - - - - -
E CUM 16.37 - - - - - - - -
F MT 0.35 0.35 - 0.35 - - - - -
G SQMT 29.00 29.00 - 29.00 - - - - -
7
A CUM 77.76 77.76 - 77.76 - - - - - -
B CUM 2.38 2.38 - 2.38 - - - - - -
C CUM 28.97 8.70 - 8.70 20.27 - - - - -
D CUM 70.37 - - - 70.37 - - - - -
E MT 2.68 0.30 - 0.30 2.38 - - - - -
F SQMT 184.82 65.64 - 65.64 119.18 - - - - -
7
A CUM 55.35 55.35 - 55.35 - - - - -
B CUM 6.19 3.84 - 3.84 - - - - -
C CUM 3.10 1.93 - 1.930 - - - - -
D CUM 2.06 1.30 - 1.30 - - - - -
E CUM 44.61 30.07 - 30.07 - - - - -
F CUM 29.38 - - - - - - - -
G MT 1.12 1.12 - 1.12 - - - - -
H SQMT 90.07 68.59 - 68.59 - - - - -
8
A CUM 135.79 - - - 135.79 - - - - -
B CUM 4.40 - - - 4.40 - - - - -
C CUM 4.22 1.51 - 1.512 - - - - - -
D CUM 2.81 1.34 - 1.34 1.47 - - - - -
E CUM 46.60 0.90 - 0.90 45.70 - - - - -
150mm th PCC (1:5:10)
Reinforcement Work
100 mm thk. PCC (1:3:6)
Shuttering Work
Excavation
Back filling
Reinforcement Work
OWS Pit
Excavation
CO
MP
LETE
D
RCC M-30
Back filling
Shuttering Work
150mm th PCC (1:5:10)
RCC M-30
Excavation
Shuttering Work
100 mm thk. PCC (1:3:6)
Reinforcement Work
100 mm thk. PCC (1:3:6)
COMPRESSOR foundation
230 Thk. Rubble solling
Back filling
300 Thk. Rubble solling
Heater Treater foundation
Excavation
Excavation
150mm th PCC (1:5:10)
WBM
Back filling
100 mm thk. PCC (1:3:6)
100 mm thk. PCC (1:3:6)
RCC M-25
Yeallow soil filling
Dyke wall
RCC M-30
Pump foundation
300 Thk. Rubble solling
Compressor shed
300 Thk. Rubble solling
RCC M-30
Excavation
150mm th PCC (1:5:10)
Back filling
RCC M-30
Shuttering Work
100 mm thk. PCC (1:3:6)
RCC M-30
Shuttering Work
Excavation
300 Thk. Rubble solling
CO
MP
LETE
D
300 Thk. Rubble solling
RCC M-30
150mm th PCC (1:5:10)
MCC ROOM
Back filling
Reinforcement Work
150 mm thk. PCC M-15
Reinforcement Work
CO
MP
LETE
D
Page 12
F CUM 94.83 - - - 94.83 - - - - -
G MT 0.98 0.10 - 0.10 0.88 - - - - -
H SQMT 136.29 18.26 - 18.26 118.03 - - - - -
8
A CUM 74.88 74.88 - 74.880 - - - - - -
B CUM 4.03 4.03 - 4.030 - - - - - -
C CUM 2.02 1.35 - 1.347 - - - - - -
D CUM 1.34 1.34 - 1.340 - - - - - -
E CUM 9.23 3.53 - 3.530 5.702 - - - - -
F CUM 62.41 - - - 62.412 - - - - -
G MT 0.88 0.43 - 0.428 0.447 - - - - -
H SQMT 79.68 17.64 - 17.640 62.036 - - - - -
8
A CUM 66.00 1.62 - 1.62 64.38 - - - - -
D CUM 55.00 16.75 1.60 18.35 36.65 1.60 - - - 1.60
E CUM 165.00 36.33 - 36.33 128.67 - - - - -
F CUM - - - - - - - - -
G MT 8.00 2.69 - 2.69 5.31 - - - - -
H SQMT 1375.00 288.52 - 288.52 1,086.48 - - - - -
S.No.
A
1
2
B
1
2
3
A
1
2
B
1
2
3
SIGN.
R.C.M.
Mr. Supradip Kundu (Sr. civil Eng.), Mr. harinath Gupta ( Sr. Electrical Eng.)
RCC M-30
Tool Box meeting conducted
PREPARED BY:-
MECHANICAL
CIVIL
Tomorrow's Program
Shuttering work rectification is on progress.
100 mm thk. PCC (1:3:6)
150mm th PCC (1:5:10)
Reinforcement Work
Strom water drain ( 550 Rm).
Back filling
House keeping work carried out
Reinforcement Work
Shuttering Work
Back filling
Excavation
300 Thk. Rubble solling
RCC M-30
Reinforcement Work
Pump shed
100 mm thk. PCC M-20
Back filling
PROJECT CONSTRAINTS
Strom water darin shuttering will be continue.
Cutting of Shell plate(8mm) for T-401 A & B is on progress.
Project Highlight
Sheikh
Ashfaque(Fire &
Safety officer)
Cutting of Shell plate(8mm) for T-401 A & B will be continue.
Rainforcement work for drain is on progress.
Welding of annular plate for T-301 B will be started.
CIVIL
Shuttering Work
Excavation
Shuttering Work
Blasting & Priming of T-301 A&B shell plates(8mm) is on progress.
Welder Qualification Test for 3G position will be started.
MECHANICAL
HT-301A beam checking will be done.
Welding of annular plate for T-301 B will be continue.
Page 13
Target Actual Target Actual Target Actual Target Actual Target Actual
1 CUM 1550.42 1,207.18 - 1,207.18 343.24 - - - - - 2 CUM 124.81 87.46 - 87.46 37.35 - - - - - 3 CUM 62.41 43.65 - 43.65 18.76 - - - - - 4 CUM 41.59 29.14 - 29.14 12.45 - - - - - 5 CUM 325.45 239.87 - 239.87 85.58 3.71 8.10 4.14 - 15.95 6 CUM 900.00 - - - 900.00 - - - - - 7 SQMT 153.86 - - - 153.86 - - - - - 8 CUM 550.39 - - - 550.39 - - - - - 9 CUM 300.00 0.50 - 0.50 299.50 - - - - -
10 MT 35.04 17.53 - 17.53 17.51 0.43 0.36 0.34 - 1.13 11 SQMT 1109.24 793.13 - 793.13 316.11 49.45 10.80 55.20 - 115.45 121314
INSTALLATION OF ELECTRICAL EQUIPMENT :- TO BE INDENTIFIED LATER
S.No. SHORT1 02 03 04 05 56 17 08 0
00
S. NO. 01 02 03 04 ========
9
ANNEXTURE FOR CIVIL WORK
Target Actual Target Actual Target Actual Target Actual Target Actual
1 Effluent Tank T-401AA CUM 401.31 401.31 - 401.31 - - - - - -
B CUM 28.76 28.76 - 28.76 - - - - - -
C CUM 14.38 14.38 - 14.38 - - - - - -
D CUM 9.58 9.58 - 9.58 - - - - - -
E CUM 95.86 90.77 - 90.77 5.09 - - - - -
F CUM 192.34 - - - 192.34 - - - - -
G SQMT 76.93 - - - 76.93 - - - - -
H CUM 275.20 25.00 - 25.00 250.20 - - - - -
i CUM 350.00 0.50 - 0.50 349.50 - - - - -
0
29
0
0
Yellow soil filling
Prepaired By :-Supradip Kundu (Sr. civil Engineer)
Murram Filling
==========0
150 Thk. Lean Concrete
Reviwed By:- Naishadh Modi( Assistant manager Project)
300 Thk. Rubble solling
Week 2(8-14)
Sand Bitumen Layer 50 mm thk.
100 Thk. P.C.C. (1:3:6)
TOTAL Qty.Up To
Previous
Week 4(22-31)
Month:-May- 2014
Week 3(15-21)
Gas Cutters
R.C.C. M-30 Grade
0
Excavation
Week 1(1-7)Today
Total in MonthUOM
0
Back Filling by Excavated Material
20
Others0
Welder
Unskilled labour0
Riggers
0
0
0
TOTAL
Grinders
DETAILS OF MANPOWER
2Barbenders
0
0
5
Dewatering Pump
0
00
DEPLOYED
01
REQUIRED1
No.Carpenters
1
1 Engineer
M/S SMS
Infrastructure Ltd.
Ankleshwar
Poclain
Weigh batcher No.Survey/ Lab Equipment/Others
No.
PROGRAM FOR NEXT DAY
JCB
1No.
0Tractor Skilled Labour
Helpers
0
1
0
14Fitters
20
15
Cumu
lative
UNIT
1No. Site Incharge1
CATEGORY
Today
MixerMachine
25
Week 2(8-14)TOTAL Qty.
Week 3(15-21)
DEPLOYED CONTRACTOR
Sand Bitumen Layer 50 mm thk.
150 Thk. Lean Concrete
R.C.C. M-30 GradeMurram Filling
Month:-May- 2014
Excavation
Back Filling by Excavated Material
Reinforcement WorkShuttering Work
100 Thk. P.C.C. (1:3:6)
300 Thk. Rubble solling
Date 06.05.2014
S.No.Week 4(22-31) Total in Month
Project Start Date:-01.05.2012
CIVIL CONSTRUCTION WORKS IN TOTAL
Balance to
Execute Week 1(1-7)Description
SMS INFRASTRUCTURE LIMITED
DAILY PROGRESS REPORT
Expected Completion Date:- Weather Condition:-Sunny
Project Name:- ETP - NADA & AFProject Location:- GGS - North Gandhar (GNAQ) Project End date:- 31.07.2014
Client:- Oil And Nautural Gas Corporation TPI:- TUV SUD SOUTH ASIAContractor:- SMS INFRASTRUCTURE LIMITED
Up To
Previous
ERECTION OF MECHANICAL EQUIPMENT :- TO BE INDENTIFIED LATER
Yellow soil filling
UOM
DESCRIPTIONMOBILISATION OF CONSTRUCTION MACHINERY
Balance to
Execute
Cumu
lative
INSTALLATION OF INSTRUMENTS :- TO BE INDENTIFIED LATER
Other Milestones If Any
No.
Lot
No.
S.No.
Hydra
Description
Page 14
j Reinforcement Work MT 8.14 6.37 - 6.37 1.77 - - - - -
k Shuttering Work SQMT 280.399 224.89 - 224.89 55.51 - - - - -
2 Effluent Tank T-401BA CUM 401.31 401.31 - 401.31 - - - - - -
B CUM 28.76 28.76 - 28.76 - - - - - -
C CUM 14.38 14.38 - 14.38 - - - - - -
D CUM 9.58 9.58 - 9.58 - - - - - -
E CUM 106.71 93.54 - 93.54 13.17 - - - - -
F CUM 192.34 - - - 192.34 - - - - -
G SQMT 76.93 - - - 76.93 - - - - -
H CUM 275.20 - - - 275.20 - - - - -
i CUM 350.00 50.00 - - 350.00 - - - - -
150 Thk. Lean Concrete
Excavation
R.C.C. M-30 GradeMurram Filling
300 Thk. Rubble solling
100 Thk. P.C.C. (1:3:6)
Sand Bitumen Layer 50 mm thk.Back Filling by Excavated MaterialYellow soil filling
Page 15
j Reinforcement Work MT 8.14 8.14 - 8.14 - - - - - -
k Shuttering Work SQMT 280.399 280.40 - 280.40 - - - - - -
3
A CUM 747.80 404.56 - 404.56 343.24 - - - - -
B CUM 67.29 29.94 - 29.94 37.35 - - - - -
C CUM 33.65 14.89 - 14.893 18.76 - - - - -
D CUM 22.43 9.98 - 9.98 12.45 - - - - -
E CUM 122.88 55.56 - 55.56 67.32 3.71 8.10 4.14 - 15.95
F CUM 515.31 - - - 515.31 - - - - -
G Reinforcement Work MT 18.76 3.02 - 3.02 15.74 0.43 0.36 0.34 - 1.13
H Shuttering Work SQMT 548.44 287.84 - 287.84 260.60 49.45 10.80 55.20 - 115.45
4
A CUM 55.35 55.35 - 55.35 - - 55.35 - - 55.35
B CUM 6.19 3.68 - 3.68 2.51 - - 3.68 - 3.68
C CUM 3.10 - - 3.10 - - - - -
D CUM 2.06 - - 2.06 - - - - -
E CUM 44.61 - - 44.61 - - - - -
F CUM 29.38 - - 29.38 - - - - -
G MT 1.12 - - 1.12 - - - - -
H SQMT 90.07 - - 90.07 - - - - -
5
A CUM 27.54 27.54 - 27.54 (0.00) - - 27.54 - 27.54
B CUM 1.60 - - 1.60 - - - - -
C CUM 0.80 - - 0.80 - - - - -
D CUM 0.53 - - 0.53 - - - - -
E CUM 8.98 - - 8.98 - - - - -
F CUM 15.62 - - 15.62 - - - - -
G MT 0.35 - - 0.35 - - - - -
H SQMT 46.68 - - 46.68 - - - - -
S.No.
SIGN.R.C.M.
100 mm thk. PCC (1:3:6)
PREPARED BY:-
Tool Box meeting conductedHouse keeping work carried out
Sheikh Ashfaque(Fire
& Safety officer)
PROJECT CONSTRAINTS
Project Highlight
Tommorrow's Programme
Back filling
300 Thk. Rubble solling
150mm th PCC (1:5:10)
RCC M-30
Excavation
Dyke wall
100 mm thk. PCC (1:3:6)
RCC M-30
COMPRESSOR foundation
Excavation
300 Thk. Rubble solling
150mm th PCC (1:5:10)
100 mm thk. PCC (1:3:6)
RCC M-30
Back filling
Reinforcement Work
Back filling
Reinforcement Work
Shuttering Work
Shuttering Work
Pump foundation
Excavation
300 Thk. Rubble solling
150mm th PCC (1:5:10)
Page 16
Target Actual Target Actual Target Actual Target Actual Target Actual
A No 104.00 104.00 - 104.00 - - - - - -
B No 152.00 152.00 - 152.00 - - - - - -
C CUM 868.61 513.76 - 513.76 354.85 - - - - -
D CUM 69.12 34.56 - 34.56 34.56 - - - - -
E CUM 290.04 177.72 5.40 283.60 6.44 - - - - -
F CUM 369.00 100.00 - 169.00 200.00 - - - - -
G CUM 120.16 13.00 - 13.00 107.16 - - - - -
H SQMT 203.47 - - - 203.47 - - - - -
K Reinforcement Work Mt 125.01 123.88 - 123.88 11.52 - - - - -
L Shuttering Work Sqm. 861.21 - - - 861.21 - - - - -
M No 64.00 11.00 - 11.00 53.00 - - - 0.00 -
N No 60.00 10.00 - 10.00 50.00 - - - 0.00 -
INSTALLATION OF ELECTRICAL EQUIPMENT :-
S.No. SHORT
1 0
2 0
3 7
4 5
5 10
6 25
7 0
0
S. NO. 0
1 0
2 0
3 0
4 0
========
47
Prepaired By :-Supradip Kundu (Sr. civil Engineer)
Reviwed By:- Naishadh Modi( Assistant manager Project)
======== ==========
TOTAL 88 44
Helpers 0 0
Others 0 0
Grinders 0 0
Gas Cutters 0 0
PROGRAM FOR NEXT DAY Welders 0 0
Riggers 0 0
Survey/ Lab Equipment/Others Lot 1 Fitters 0 0
Hydra No. 0 Unskilled labour 60 35
Tractor No. 0 Skilled Labour 10 0
0
JCB No. 1 Barbenders 10 5
No. 1 Engineer 3 3
Poclain No. 0 Carpenters 4
REQUIRED DEPLOYED
MixerMachine No. 1
M/S SMS
Infrastructure Ltd.
Ankleshwar
Site Incharge 1 1
Dewatering Pump
MOBILISATION OF CONSTRUCTION MACHINERY DETAILS OF MANPOWER
DESCRIPTION UNIT DEPLOYED SUBCONTRACTOR CATEGORY
Other Milestones If Any
INSTALLATION OF INSTRUMENTS :-
Murram Filling (500mm th.)
Sand Bitumen Layer 50 mm thk.
Build up (450mm dia)
Build up (600mm dia)
R.C.C. M-30 Grade
Excavation
300 Thk. Rubble solling
ERECTION OF MECHANICAL EQUIPMENT :-
CIVIL CONSTRUCTION WORKS IN TOTAL
Pilling (450 mm dia)
SMS INFRASTRUCTURE LIMITEDDAILY PROGRESS REPORT
Client:- Oil And Nautural Gas Corporation Contractor:- SMS INFRASTRUCTURE LIMITED TPI:- TUV SUD SOUTH ASIA
Project Name:- ETP - NADA & AF Project Start Date:- 01.05.2012 Expected Completion Date:-
Week 3(15-21) Total in Month
Date 06.05.2014
Sun. TodayCumu
lative
Balance to
Execute
Month:-May- 2014
Week 2(8-14)
Weather Condition:-Sunny
Pilling (600 mm dia)
150 Thk. Lean Concrete
Week 4(22-31)
Project Location:- Nada
Description UOM TOTAL Qty.Up To
Previous
Project End date:- 31.07.2014
Week 1(1-7)
Page 17
Target Actual Target Actual Target Actual Target Actual Target Actual
1
A No 48.00 48.00 - 48.00 - - - - - -
B No 21.00 21.00 - 21.00 - - - - - -
C CUM 100.480 - - 100.48 - - - - - -
D No 69.00 - - 69.00 - - - - - -
E CUM 30.159 7.00 - 7.00 23.16 - - - - -
F CUM 203.47 - - - 203.47 - - - - -
G Sand Filling (500mm th.) CUM 113.49 113.49 - 113.49 - - - - - -
H Sand Bitumen Layer 50 mm thk. SQMT 193.59 - - - 193.59 - - - - -
I Reinforcement Work Mt 8.03 - 8.03
J Shuttering Work Sqm. 24.80 - - - 24.80
K No 24.00 16.00 - 16.00 8.00 - - - - -
L No 21.00 18.00 - 18.00 3.00 - - - - -
2
A No 90.00 90.00 - 90.00 - - - - - -
B CUM 155.000 155.00 - 155.00 - - - - - -
C CUM 300.00 100.00 - 100.00 200.00 - - - - -
D No 90.00 6.00 - 6.00 84.00 - - - - -
E CUM - - - - - - - -
F CUM - - - - - - - - -
G Sand Bitumen Layer 50 mm thk. SQMT - - - - - - - - -
I Reinforcement Work Mt 11.47 - 11.47 - - - - -
J Shuttering Work Sqm. - - - - -
3 Effluent Tank 501 A
A No 12.00 12.00 - 12.00 - - - - - -
B No 9.00 9.00 - 9.00 - - - - - -
C CUM - - - - - - - - -
D CUM - - - - - - - - -
E CUM - - - - - - - - -
F SQMT - - - - - - - - -
G Mt 2.880 - 2.88 - - - - -
H Sqm. - - - - - - - - -
I Sqm. 12.00 12.00 - 12.00 - - - - - -
J Sqm. 9.00 9.00 - 9.00 - - - - - -
4 Effluent Tank 501 B
A No 12.00 12.00 - 12.00 - - - - - -
B No 9.00 9.00 - 9.00 - - - - - -
C CUM - - - - - - - - -
D CUM - - - - - - - - -
E CUM - - - - - - - - -
F SQMT - - - - - - - - -
G Mt 2.880 - 2.88 - - - - - -
H Sqm. - - - - - - - - -
Build up (450mm dia)
Build up (600mm dia)
Sand Bitumen Layer 50 mm thk.
Build up (600mm dia)
Build up (450mm dia)
Murram Filling (500mm th.)
Pilling (600 mm dia)
150 Thk. Lean Concrete
Pilling (450 mm dia)
Reinforcement Work
R.C.C. M-30 Grade
Reinforcement Work
Shuttering Work
Shuttering Work
R.C.C. M-30 Grade
Treated water Tank T-606 A &B
Pilling (450 mm dia)
Excavation
Pile chipping
150 Thk. Lean Concrete
Murram Filling (500mm th.)
150 Thk. Lean Concrete
Excavation
Pile Chipping
Sand Bitumen Layer 50 mm thk.
Pilling (600 mm dia)
150 Thk. Lean Concrete
R.C.C. M-30 Grade
Murram Filling (500mm th.)
Pilling (600 mm dia)
Surge Tank T-601
Pilling (450 mm dia)
Pilling (600 mm dia)
Balance to
Execute
Month:-May- 2014
Week 1(1-7) Week 2(8-14) Week 3(15-21)
R.C.C. M-30 Grade
Total in Month
ANNEXTURE FOR CIVIL WORK
S.No. Description UOM TOTAL Qty.Cumu
lative
Up To
PreviousToday
Week 4(22-31)
Page 18
I Sqm. 12.00 12.00 - 12.00 - - - - - -
J Sqm. 9.00 9.00 - 9.00 - - - - - -
5 Tank 611
A No 8.00 8.00 - 8.00 - - - - - -
B No 1.00 1.00 - 1.00 - - - - - -
6 Tank 612
A No 8.00 8.00 - 8.00 - - - - - -
B No 1.00 1.00 - 1.00 - - - - - -
7 Off spec Tank 502
A No 16.00 16.00 - 16.00 - - - - - -
B No 21.00 21.00 - 21.00 - - - - - -
C CUM - - - - - - - - -
D CUM - - - - - - - - -
E CUM - - - - - - - - -
F SQMT - - - - - - - - -
G Mt 4.630 - 4.63 - - - - -
H Sqm. - - - - - - - - -
I Sqm. 16.00 - - - 16.00 - - - - -
J Sqm. 21.00 - - - 21.00 - - - - -
8
A CUM 868.61 513.76 - 513.76 354.85 - - - - -
B CUM 69.12 34.56 - 34.56 34.56 - - - - -
C CUM 34.56 22.72 5.400 28.120 6.44 - - - 5.40 5.40
D CUM 23.04 - - 23.04 - - - - -
E CUM 140.40 - - 140.40 - - - - -
F CUM 704.09 - - 704.09 - - - - -
G MT 11.52 - - 11.52 - - - - -
H SQMT 667.62 - - 667.62 - - - - -
s.No
1
2
3
0
1
2
S.NO
SIGN.
R.C.M.
Dyke wall west side Raft rainforcement work is on progress.
Dynamic load test of T-502 (pile -10) has completed& T-601 surge of Pile no.68,33,35,48,28, has completed.
Back filling
Reinforcement Work
Shuttering Work
100 mm thk. PCC (1:3:6)
RCC M-30
Project highlight
150 Thk. Lean Concrete
R.C.C. M-30 Grade
Murram Filling (500mm th.)
300 Thk. Rubble solling
150mm th PCC (1:5:10)
Build up (600mm dia)
Build up (450mm dia)
Dyke wall
Excavation
Shuttering Work
Pilling (600 mm dia)
Pilling (450 mm dia)
Pilling (600 mm dia)
Pilling (450 mm dia)
Build up (600mm dia)
Build up (450mm dia)
Pilling (450 mm dia)
Pilling (600 mm dia)
Reinforcement Work
Lay out of chemical house has completed.
Mr. Anurag Parag ( civil Engineer), Abhimannu tiwari ( Jr. Engineer)
Dyke wallwest side Raft rainforcement will be continue.
Heater treater middle side Rubble solling will be start.
PREPARED BY:-
PROJECT CONSTRAINTS
Sand Bitumen Layer 50 mm thk.
Tommorrow's Programme
Page 19
Sr. N
1
2
3
4
5
6
7
8
9
10
11
12 Mechanical Supervisor 3 2
TOTAL 20 22
Electrician
Store Keeper 1 1
============ =========
0
Mechanical Engineer
Safety Engineer 3 3
Planning Engineer 1 2
DETAILS OF SUPERVISORY STAFF
CATEGORY
R.C.M. 2
4 3
Quality Control Engg.
Civil Supervisor
2 5
1
1 0
Civil engineer
REQUIRED DEPLOYED
1 2
1 2Adm. & A/C Officer
0
Electrical Engineer 1 1
Page 20
1
-2
==========
0
0
-1
DETAILS OF SUPERVISORY STAFF
-3
1
1
1
SHORT FALL
-1
-1
0
0
Page 21
Annexure-I
1 Koushlendra Kumar Project Manager
2 Mr. Kishore Pampatwar AGM Civil
3 Mr. Naishadh Modi Civil -Asstt Manager
4 Mr. Supradip Kundu Civil - Sr. Engr
5 Mr. Abhimanyu Tiwari Civil - JET
6 Mr. Anurag Parhad Civil - Asstt Manager
7 Mr. Awadhesh Singh Civil - Engineer
8 Mr. Sharikant Singh Mechanical - Sr. Manager
9 Mr. Pradip Yelure Mechanical - Sr. Engineer
10 Mr. Kamal Melkani Mechanical-Trainee
11 Mr. Ajit Bhoyar Trainee
12 Mr. Harinatha Gupta Electrical - Sr Engineer
13 Mr. Prem K.Munna Process
14 Mr. Pravin Yelure Electrical
15 Mr. Amit Patel Safety Officer
16 Mr.Sandip Thakre Safety Supervisor
17 Mr. Shaikh Ashfaq Safety Officer
18 Mr. Ravindra Ghume Sr.Executive-System Engg
19 Mr. Manish Thigale Officer-Accounts
20 Mr. Mahesh Parmar Store Incharge
Sl. No Name of Employee Discipline/Designation Contact No.
Page 22
YES
YES YES
YES YES
YES
YES
YES YES
YES
YES YES
YES YES
YES
Dabka JambusarNorth
GandharNada Pipe Lne
Pipe line /Mech
Padra
Page 23
1 Mtr 370.00 - - -
2 Mtr 785.00 200.24 - 200.24
3 Mtr 386.00 161.10 - 161.10
1 Mtrs 20000 20000 - 20,000.00
2 Mtrs 20000 20000 - 20,000.00
3 Mtrs 20000 3,600.00 - 3,600.00
4 Mtrs 20000 430.00 - 430.00
5 Mtrs 20000 378.00 - 378.00
6 Mtrs 20000 378.00 - 378.00
7 Nos. 20000 378.00 - 378.00
8 Mtrs 20000 378.00 - 378.00
9 Nos.
10 Mtrs
11 Nos.
12 Nos.
13 Nos.
14 Mtrs 20000
15 Mtrs 20000
Sr No
Sr No
1
Sr NO
1
Sr Mgr- Mech
Unloading of GRE Pipes - 6", 8" & 10" Dia x 9 Mtr Length ( 3 Containers ) at ONGC Well No-28,Near Dabka GGS.
Tommorrow's Programme -
Un-loading of GRE pipes (2nd shipment) will continue at ONGC premises (well no -28) & Near Dabka GGS .
SMSIL/Nada ETP & AF
Pipeline Work Related Constraint -
Formats for GRE Pipeline Rports were Submitted & returned back with coments, Now rectified formats to be Submitted for Approval.
Commissioning
PREPARED BY:-
Highlights of Activity -
Pipe Markers
Hydro Testing
Construction of Thrust Block
Installation of Valves
Construction of Valve Chamber
Crossing (Open Cut)
Jointing (Pipe & Fitting)
Back Filling
Sand Bedding
Lowering in Trench
Site Grading
Excavation
Route Alignment Survey
Soil Survey
Cumulative
QtySr No Type of Work UOM Total Qty
Previous
Qty
Today's
Achivement
Qty
B - GRE Pipe Laying(10" Dia Pipe Line Work From North Gandhar to Nada) -
Cased Crossing of 300 MM Dia MS Pipe
Cased Crossing of 350 MM Dia MS Pipe
Cased Crossing of 250 MM Dia MS Pipe
Today's
Achivement
Qty
Cumulative
Qty
Project Location:- From Padara to Nada, Jambusar- Bharuch - Gujarat Project End date:- 31 - 07 - 2014
Date 06.05.2014
A - Cased/Uncased Crossings
Sr No Crossing Details UOMContract
Scope Qty
Previous
Qty
SMS INFRASTRUCTURE LIMITED
DAILY - PROGRESS - REPORTClient:- M/S - Oil And Nautural Gas Corporation LSTK Cont:- SMSIL, Consortium Partner- TPPL & Design Conslt-Zen Mktg.
Project Name:- ONGC-NADA-ETP & AF Project Start Date:- 01 - 05 - 2012
Page 24
370.00
584.76
224.90
Nil
Nil
16,400.00
19,570.00
19,622.00
19,622.00
19,622.00
19,622.00
SIGN.
R.C.M.
Unloading of GRE Pipes - 6", 8" & 10" Dia x 9 Mtr Length ( 3 Containers ) at ONGC Well No-28,Near Dabka GGS.
Tommorrow's Programme -
Un-loading of GRE pipes (2nd shipment) will continue at ONGC premises (well no -28) & Near Dabka GGS .
Pipeline Work Related Constraint -
Formats for GRE Pipeline Rports were Submitted & returned back with coments, Now rectified formats to be Submitted for Approval.
Yet to be done
Highlights of Activity -
Yet to be done
Verified "
Verified " Sand filling done in Pipe Zone
Verified "
Verified "
Verified " Grading Continued Near Dabka GGS
Verified " Trenching Near Dabka Site
Verified Recorded
Verified "
Balance to
Execute
TPI
VerificationRport & Record Remarks if any
B - GRE Pipe Laying(10" Dia Pipe Line Work From North Gandhar to Nada) -
Verified Recorded
Verified Recorded
Remarks if anyBalance to
Execute
TPI
VerificationRport & Record
Project End date:- 31 - 07 - 2014 Weather Condition:-Sunny
Date 06.05.2014
A - Cased/Uncased Crossings
SMS INFRASTRUCTURE LIMITED
DAILY - PROGRESS - REPORTLSTK Cont:- SMSIL, Consortium Partner- TPPL & Design Conslt-Zen Mktg.TPIA:- TUV SUD SOUTH ASIA, Vadodara - Gujarat
Project Start Date:- 01 - 05 - 2012 Expected Completion Date:-