Report Date:

Temp

Qty Qty per day Previous Cummulative

1 Excavation Cum 6,45,631 6,29,351 0 6,29,351 97% Balance= 16,280

3rd Basement: Total Area = 27,432 Sqm

Cum 3,898 3,416 5.0 5.00 3,421 87.76%

Sqm 31,180 27,407 0 27,407 88%

Basement Horizontal Waterproofing Sqm 26,923 0 26,923 66%

Horizontal Waterproofing for Pits Sqm 1,011 0.00 1,011

Vertical waterproofing for Pits Sqm 936 786 0.00 786

PCC Drop Sqm 48 48

Screed Laying over membrane Cum 1,559 1,392 0.0 1,392 89%

4 Waterproofing of Borewells Waterproofing Membrane Nos 180 57 0 57 32%

Reinforcement MT 3,415 2,314 2.80 3.20 6.00 2,320 68%

Formwork Sqm 6,290 5,615 0.00 5,615 89%

Concrete (Zone A) Cum 9,827 21,247 Completed 0.00 21,247 216%

Concrete (Zone B) Cum 16,458 11,531 22.00 22.00 11,553 70%

Concrete (Zone C) Cum 10,433 358 0 0.00 358 3%

Reinforcement MT 441 205 0.000 205 46%

Formwork Sqm 4,343 3,520 0.00 3,520 81%

Concrete (Zone A) Cum 222 425 Completed 0.00 425 192%

Concrete (Zone B) Cum 537 307 1.00 1.00 308 57%

Concrete (Zone C) Cum 344 122 0.00 122 35%

Reinforcement MT 192 76 0.00 76 39%

Formwork Sqm 3,406 3,119 0.00 3,119 92%

Concrete Cum 1,277 944 0.00 944 74%

8 Waterproofing of R/W Waterproofing Membrane Sqm 2,543 842 0.00 842 33%

Reinforcement MT 1,330 340 1.500 2.400 3.900 343.821 26%

Formwork Sqm 34,262 12,040 0.00 12,040 35%

Concrete (Zone A) Cum 1,846 1,791 0.00 1,791 97%

Concrete (Zone B) Cum 4,459 775 0.00 775 17%

Concrete (Zone C) Cum 2,852 1,127 0.00 1,127 40%

Reinforcement MT 665 55 0.000 54.87 8%

Formwork Sqm 4,343 983 0.00 982.58 23%

Concrete (Zone A) Cum 376 138 0.00 137.70 37%

Concrete (Zone B) Cum 673 104 0.00 104.20 15%

Concrete (Zone C) Cum 613 83 0.00 82.80 14%

Reinforcement MT 12 0.00 12

Formwork Sqm 750 0.00 750

www.projectcontrolplus.com Progress Date:

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Weather: 36°C

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DAILY PROGRESS REPORT

Sl No. Activity Description Details UOM Estimated Quantity

Achieved upto previous

month

Planned for the month Actuals

% Work Completed

Remarks This day

For the monthCum. for the

Project

2 PCC PCC

5 Raft, Pedestals & Pits

Pedestals

3 Waterproofing

40,600

6 Columns upto B02

7Retaining Wall Junction b/w 2 Basement & 3 Basement

10 Columns upto B01

11Sump pit, Escallator pit, Staircase, Ramp, etc.

9 B02 Slab

Staircase Concrete Cum 0.00

Reinforcement MT 1,497 292 0.900 0.800 1.70 294 20%

Formwork Sqm 51,960 9,923 0.00 9,923 19%

Concrete (Zone A) Cum 2,819 1,176 0.00 1,176 42%

Concrete (Zone B) Cum 5,305 777 0.00 777 15%

Concrete (Zone C) Cum 4,352 177 0.00 177 4%

Reinforcement MT 535 71 1.800 1.800 72.79 14%

Formwork Sqm 11,871 1,282 0.00 1,282.40 11%

Concrete (Zone A) Cum 580 261 0.00 261.40 45%

Concrete (Zone B) Cum 1,167 0 16.10 16.10 16.10 1%

Concrete (Zone C) Cum 928 0 0.00 0.00 0%

Reinforcement MT 1,955 30 0.800 1.100 1.90 32 1.6%

Formwork Sqm 48,930 2,060 0.00 2,060 4%

Concrete (Zone A) Cum 2,661 153 0.00 153 6%

Concrete (Zone B) Cum 6,825 0 0.00 0 0%

Concrete (Zone C) Cum 6,632 0 0.00 0 0%

2nd Basement: Total Area = 9,420 Sqm

Cum 942 48 48

Sqm 9,420 480 0 480

Waterproofing Membrane Sqm 9,420 0

P.C.C Laying Over membrane Cum 471 0

Reinforcement MT 1,223 2 0 2

Formwork Sqm 2,500 0

Concrete Cum 13,148 0

Plant Room: Total Area = 3,748 Sqm

Reinforcement MT 2 2

Formwork Sqm 214 0.00 214

Concrete Cum 53 0.00 53

A Cum 6,45,631 6,29,351 0 0 0 0 0 6,29,351 97%

B Cum 6,770 4,856 0 5.0 0.0 5.0 4,861 72%

C Sqm 45,940 29,609 0 0 0 0 29,609 64%

Concrete for Piles, D-wall, B01 Slab, Guide wall & first lift of retaining wall

Cum 15,652 15,367 0 0 0 0 0 15,367 98%

Concrete for Substructure & Superstructure

Cum 1,44,348 42,475 0 1.0 38.1 39.1 42,514 29%

E MT 25,925 6,323 0 7.8 8 15 6,338 24%

F Sqm 4,25,000 50,456 0 0 0 0 50,456 12%

G Cum 117 33.30 0.00 33.30 28%

12 B01 Slab

13 Columns upto L00

14 L00 Slab

13 PCC PCC

14 Waterproofing

15 Raft & Pedestal

16Plant Room Retaining wall 230mm thick

SummaryTotal Excavation

PCC

Waterproofing

Total Formwork (10,950 Sqm = R/wall, B01 slab/B02 slab/columns etc.earlier data)

Breaking of RCC in Zone C

D Total Concrete

98 RM of R/W is on hold due to Ramps

Total Reinforcement (2925 MT = D-wall / Pile/GW/Slab/Columns/TC foundation etc.)

Sl.No Material Description Recieved Upto previous Month This DayCummulative For the month Sl.no Remarks

1 Reinforcement Steel (MT) 8,371.46 27.45 53.78

2 Cement (Bags) 4,34,235 Nil

3 Diesel (ltrs) 19,35,596 3,000 6,000

Co-eff / cum

1 Cement 31,929 Bags 8 3,991

2 Fly Ash 63.85 MT 120 532

3 20mm aggregate 992.45 Cum 0.495 2,005

4 10mm aggregate 1,407.35 Cum 0.34 4,139

5 Fine aggregate 2,505.00 Cum 0.32 7,828

6 Admixture 5625 9.19 MT 3.28 2,803

7 Admixture 4621 0.72 MT 4.68 154

8 Micro Silica 8.41 MT 24 350

Sl.No Unit Qty Required

1 Bags 40,000

2 Sqm 8,000

LABOUR STRENGTH FOR THE DAY

Sl No Category Day ShiftTotal for the

day

1 Mason 9 9

2 Mason Helper 51 55

3 Carpenter 26 26

4 Carp Helper 34 34

5 Reinf. Fitter 37 37

6 Rf. Fitter Helper 42 42

7 SAMS 44 70

8 GI Security 9 20

9 Male Nurse 1 2

10 Pro-interactive/ House-keeping 6 6

11 Complete-Dewatering System 4 7

12 Forman Superviser 18 18

13 KLA Construction 1 1

14 Structural gang 9 9

15 Unskilled Labour 22 22

Grand Total 313 358

Sl No Description Nos Deployed Running KM

T.M-17 Transit Mixer-17 1 12

Material Recieved Drawings/Decision Recived

4,34,235

19,41,596

Cummulative For the Project Drawing Tittle Revision No.

8,425.24

Bulk Material Stock Conc production possible (Cum)

154

Material Description Remarks

OPC 43 grade Cement Mobilization of water proofing material by KLA

Water proofing EPDM material from KLA Water proofing details for D-wall & Raft Junction

Critical Material Required Constrains/Alarming Points

Night Shift Cummulative upto previous day Cummulative for the month

8 17

38 72

38 75

4 56 111

29 55

11 20 40

1 2 4

35 77

26 65 135

18 36

1 2

6 12

3 7 14

45 354 712

STAFF ON ROLL 55

9 18

0 22 44

P&M WORKING DETAILSWorking hours Diesel Issued Remarks

STAFF PRESENT AT SITE 48STAFF ON LEAVE/WEEKLY OFF 7

3

T.M-18 Transit Mixer-18 1

T.M-20 Transit Mixer-20 1

T.M-22 Transit Mixer-22 1 10

T.M-40 Transit Mixer- 40 1

T.M-41 Transit Mixer- 41 1

T.M-21 Transit Mixer- 21 1 60

T.M-19 Transit Mixer- 19 1 16

A.C-025 Compressor AC-025 1

C.P 011 Concrete Pump-CP011 1

C.P 007 Concrete Pump-007 1

C.P 050 Concrete Pump - 50 1

L.S 04 JCB-LOADER LS 004 1

EL-018 JCB-3DX EL 018 1

S.S 08 JCB-ROBOT 1

R.T 05 Hydra 1

ATR-001 Tractor 1

ATR 006 Tractor 1

D.G-23 DG Set 62.5 KVA-23 (At Sector-44) 1

D.G -114 DG Set 250 KVA-23 1

D.G -33 DG Set 250 KVA-28 1

D.G -42 DG Set 250 KVA-33 1

D.G -45 DG Set 250 KVA 1

D.G -50 DG Set125KVA ( At Sector-44 ) 1

D.G -51 DG Set125KVA 1

D.G -60 DG Set125KVA 1

D.G -62 DG Set1-160KVA 1

D.G -77 DG Set 250 KVA ( At Sector-44 ) 1

LV-04 TATA SUMO 1

LV-09 TATA PICKUP 1 102

BP012 Batching Plant - Sec- 18 (CP-30) 1

BP022 Batching Plant - Sec- 44 ( M-1) 1

TL009 Trolly 1

TL012 Trolly 1

TL026 Trolly 1

TL005 TL 009 Trailor 1

WP009 6 H.P. Diesel Pump WP-009 1

WP010 6 H.P. Diesel Pump WP-010 1

Welding Transformer 4

Welding Rectifier 1

Pneumatic Breaker 5

Hydaulic Breaker 2

Plate Compactor 4

Bar Cutting Machine 6

Bending Machine 6

Concrete Bucket 2

Skim Flotter 2

ATR 002 Tractor 1

Total

4

8 125

3 125

5 97

1

7 68

2

2

2

8 100

10.12 394

13.06 615

13 356

10.06 295

20.3 195

0.48

2

2

1

0.35

1

1 Nos.

6

4 3 No.

4 3 No.

2,3702