DPR 06.05.2014

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


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



UOM TOTAL Qty.

ANNEXTURE FOR CIVIL WORK

Up To

PreviousToday Cumu lative

Balance to

Execute

CO

MP

LE

TE

D

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



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


150mm th PCC (1:5:10)

100 mm thk. PCC (1:3:6)

RCC M-30

Pump foundation

Excavation


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


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


150mm th PCC (1:5:10)

100 mm thk. PCC (1:3:6)

RCC M-30

Back filling

CO

MP

LE

TE

D

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


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


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


Mr. Supradip Kundu ( civil Engineer)

Yellow Soil Filling

WBM Complete

Finish Coat

RCC M-30

Back filling

Reinforcement Work

Shuttering Work

SIGN.

R.C.M.

PREPARED BY:-


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


1

A CUM 270.95 270.95 - 270.95 - - - - - - 0.65

Skilled Labour


-

-

No.


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




Project Name:- ETP - NADA & AF

Project Location:- GGS - Dabka

Project Start Date:-01.05.2012

Contractor:- SMS INFRASTRUCTURE LIMITED




ERECTION OF MECHANICAL EQUIPMENT :- TO BE INDENTIFIED LATER

Murram Filling

Description


Yellow soil filling

Excavation


Balance to

ExecuteUOM


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


Barbenders

-

M/S SMS

Infrastructure Ltd.

Ankleshwar

========

SUBCONTRACTOR

-


1

- 3 Carpenters

DEPLOYED

JCB

==========

-

DETAILS OF MANPOWER

Unskilled labour

Riggers

-

1.00

No.

TOTAL

-

4

Others

Welders

Helpers

-

-

No.


Fitters

Poclain

No. -

Lot

-

Gas Cutters

4

Grinders

Survey/ Lab Equipment/Others

1 MixerMachine

-

-


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

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


R.C.C. M-30 Grade


Murram Filling



100 Thk. P.C.C. (1:3:6)

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


OWS Pit

Excavation


100 Thk. P.C.C. (1:3:6)

R.C.C. M-30 Grade


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


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


Effluent Tank T-301A

UOM

CO

MP

LE

TE

D

35


S.No. Week 3(15-21)Description

3

10

2




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



2

RCC M-25

S.No. Week 4(22-31)

R.C.C. M-30 Grade

ERECTION OF MECHANICAL EQUIPMENTS :- TO BE INDENTIFIED LATER


Yellow soil filling


Murram Filling

Excavation

TOTAL Qty. Week 1(1-7) Week 2(8-14)


Balance to

ExecuteUOM



Up To

PreviousWeek 3(15-21)Description




Project Name:- ETP - NADA & AF Project Start Date:-01.05.2012


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


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)


PCC M-20

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 - - - - -




Excavation

RCC

Yellow Soil Filling

Back filling

PCC

Yellow soil filling

Finish Coat

CO

MP

LE

TE

D

Road Work

Box Culvert for Pipes


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


CO

MP

LE

TE

D

Yellow soil filling

Murram Filling


Effluent Tank T-301B

Excavation

Murram Filling


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)



Back filling


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


Compressor shed


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


CO

MP

LETE

D


RCC M-30

150mm th PCC (1:5:10)

MCC ROOM

Back filling

Reinforcement Work


Reinforcement Work

CO

MP

LETE

D

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


RCC M-30

Reinforcement Work

Pump shed


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.


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



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


Murram Filling

==========0




Week 2(8-14)


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


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.


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



R.C.C. M-30 GradeMurram Filling

Month:-May- 2014

Excavation


Reinforcement WorkShuttering Work

100 Thk. P.C.C. (1:3:6)


Date 06.05.2014

S.No.Week 4(22-31) Total in Month

Project Start Date:-01.05.2012


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



No.

Lot

No.

S.No.

Hydra

Description

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 - - - - -


Excavation

R.C.C. M-30 GradeMurram Filling


100 Thk. P.C.C. (1:3:6)

Sand Bitumen Layer 50 mm thk.Back Filling by Excavated MaterialYellow soil filling

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


Back filling


150mm th PCC (1:5:10)

RCC M-30

Excavation

Dyke wall

100 mm thk. PCC (1:3:6)

RCC M-30


Excavation


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


150mm th PCC (1:5:10)


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



======== ==========

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


INSTALLATION OF INSTRUMENTS :-

Murram Filling (500mm th.)


Build up (450mm dia)


R.C.C. M-30 Grade

Excavation


ERECTION OF MECHANICAL EQUIPMENT :-


Pilling (450 mm dia)


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)




Week 4(22-31)

Project Location:- Nada

Description UOM TOTAL Qty.Up To

Previous


Week 1(1-7)


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. - - - - - - - - -










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


Excavation

Pile chipping




Excavation

Pile Chipping




R.C.C. M-30 Grade



Surge Tank T-601



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


S.No. Description UOM TOTAL Qty.Cumu

lative

Up To

PreviousToday

Week 4(22-31)

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


R.C.C. M-30 Grade



150mm th PCC (1:5:10)



Dyke wall

Excavation

Shuttering Work









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



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

1

-2

==========

0

0

-1

DETAILS OF SUPERVISORY STAFF

-3

1

1

1

SHORT FALL

-1

-1

0

0

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.

YES

YES YES

YES YES

YES

YES

YES YES

YES

YES YES

YES YES

YES

Dabka JambusarNorth

GandharNada Pipe Lne

Pipe line /Mech

Padra

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



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


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

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


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:-

DPR 06.05.2014

Documents

Transcript of DPR 06.05.2014