101188 431

Terrace 300 401

10th 6955 21 380
9th 6955 21 359
8th 6955 21 338
7th 6284 21 317
6th 7228 21 296
5th 7228 21 275
4th 7228 21 254
3rd 6802 21

2nd 6276 21 301 212

1st 8735 21 295 280 191
GF 11792 21 258 259 145
B1 11795 30 233 237 100
B2 12285 30 Upto B2 Floor Level 70

Raft/ Footings 15 70
Waterproofing 15 55
PCC 15 40
Minor Excavation 25 25
Start Date 0 0

Commencement date 1-Jul-14

436

406 421 426 422 427 442 16-Sep-15 14.73333333 Months

385 400 405 401 406 421

364 379 384 380 385 400

343 358 363 359 364 379

322 337 342 338 343 358

301 316 321 317 322 337

280 295 300 296 301 316

259 274 279 275 280 295

238 253 258 254 259 274

217 232 237 233 238 253 317 14-May-15 10.56667 Months

196 211 216 212 217 232 296 300 316

160 165 170 175 190 195 274 275 279

105 110 115 130 135 140 238 253 254

75 80 85 90 95 100

Upto 1st Floor Level

1000 1000 1000 1000

From 2nd Floor onwards

1000 1000 1000 1000 1000 1000 1000
232
70
 212

442

212

230

7.666667

232

100

132

4.4

Months

420 436 441 446 450 466 471 476 480 496

330 346 351 356 360 376 381 386 390 406

176
5.866667

om 2nd Floor onwards

 16.8667

501 506

411 416

176
5.866667
 SHUTTERING WORKS BLOCK-7

S.NO DESCRIPTION UNIT QTY

BLOCK -7

1 FOOTINGS SQM 2,167.88

2 RETAINING WALL SQM 3,807.25

3 DEAD WALL SQM 668.09

4 COLUMNS SQM 13,259.68

5 SHEAR WALLS SQM 15,298.97

6 SLABS
B-1 SLAB SQM 10,825.36
GROUND FLOOR SLAB SQM 12,458.82
1ST FLOOR SLAB SQM 8,538.26
2ND FLOOR SLAB SQM 5,948.36
3RD FLOOR SLAB SQM 6,419.52
4TH FLOOR SLAB SQM 6,919.65
5TH FLOOR SLAB SQM 7,097.42
6TH FLOOR SLAB SQM 7,212.25
7TH FLOOR SLAB (partly certified) SQM 3,352.95
8TH FLOOR SLAB SQM
9TH FLOOR SLAB SQM
10TH FLOOR SLAB SQM
TERRACE FLOOR SLAB SQM

7 BEAMS
B-1 BEAMS SQM 1,349.85
GROUND FLOOR BEAMS SQM 1,023.07
1ST FLOOR BEAMS SQM 956.50
2ND FLOOR BEAMS SQM 690.28
3RD FLOOR BEAMS SQM 612.46
4TH FLOOR BEAMS SQM 697.47
5TH FLOOR BEAMS (partly certified) SQM 363.47
6TH FLOOR BEAMS (partly certified) SQM 53.44
7TH FLOOR BEAMS (partly certified) SQM 141.29
8TH FLOOR SLAB SQM
9TH FLOOR SLAB SQM
10TH FLOOR SLAB SQM
TERRACE FLOOR SLAB SQM
8 STAIR CASE SQM 2,756.12

9 COLLECTION SUMP SQM 364.62

Walls SQM 307.04

Top Slab SQM 57.58

10 RAMP SQM 2,403.83

Drain SQM 27.6

Beam SQM 607.3
Slab SQM 1,020.5
Parapet Wall SQM 748.5

11 U.G.PUMP ROOM SQM 5,390.47

Raft SQM 112.60

Walls SQM 4,053.48
Beams SQM 148.11
Slab SQM 1,076.29

12 STP SQM 1,652.27

Bottom Slab SQM 16.64

Walls SQM 1,635.63

13 BATCHING PLANT SQM 1,178.56

Footing/Raft SQM 658.67

Beams SQM 25.34
Retaining Wall SQM 494.54
TOTAL QTY OF SHUTTERING SQM 123,608.14

123,608.14
Footing/Raft 2,939.16
Columns 13,259.68
Retaining Wall 10,297.93
Shear Walls 16,715.55
Beam 6,061.27
Slab 69,906.45
Staircase 2,756.12
Ramp Slab 1,020.45
Ramp Beam 607.26
Misc Work 44.27
KS BLOCK-7
Ballpark Total
Projection

2,167.88
-
250.00 4,057.25
-
668.09
-
2208.00 15,467.68
-
4976.00 20,274.97
-
-
700.00 11,525.36
700.00 13,158.82
8,538.26
5,948.36
6,419.52
6,919.65
7,097.42
7,212.25
3859.29 7,212.25
7212.25 7,212.25
7212.25 7,212.25
7212.25 7,212.25
5048.57 5,048.57 100,717.20
-
-
-
50.00 1,399.85
50.00 1,073.07
956.50
690.28
612.46
697.47
334.00 697.47
697.47 750.91
697.47 838.76
697.47 697.47
697.47 697.47
697.47 697.47
488.23 488.23
-
-
900.00 3,656.12
-
50.00 414.62

50.00 357.04
57.58

-
100.00 2,503.83

27.6
607.3
100.0 1,120.5
748.5
-
5,390.47

112.60
4,053.48
148.11
1,076.29

-
500.00 2,152.27 1635.6265 500.00 2135.63

16.64
500.00 2,135.63

-
1,178.56

658.67
25.34
494.54
-
 -
45,338.18 168,946.32
-

45338.1795871 168,946.32
- 2,939.16
2,208.00 15,467.68
800.00 11,097.93
4,976.00 21,691.55
4,409.57 10,470.84
31,944.61 101,851.07
900.00 3,656.12
100.00 1,120.45
- 607.26
- 44.27
168,946.32
 2167.88
0.00
3807.25
0.00
668.09
0.00
0.00
0.00
0.00
0.00
0.00
10825.36
12458.82
8538.26
5948.36
6419.52
6919.65
7097.42
7212.25
3352.95

0.00
0.00
1349.85
1023.07
956.50
690.28
612.46
697.47
363.47
53.44
141.29
2756.12

364.62

2403.83

5390.47

-483.36

1178.56
###
 RMZ ECOWORLD - COMMERCIAL DEVELOPMENT
MAIN CIVIL WORKS FOR PLOT C3 - CAMPUS 7
BILL OF QUANTITIES /SCHEDULE OF ITEMS

SL.NO DESCRIPTION OF ITEM UNIT QUANTITY

4.00 FORM WORK
10) Shuttering & deshuttering sequence with Reproping scheme ( 100% ,80% & 40% ) to be sumitted
for Employer's Approval.
Providing, fabricating and erecting form work at all levels and places wherever needed/specified as per
drawing including striking with 12mm Plastic coated, marine resistant waterproof ply/Smooth finished MS
plates ( as specified by the Employed) with adjustable steel props of acceptable Staging system and with
sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging
4.01 system to suit the requirements, Submission of design calculations and shop drawings for approval, sealing
the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC
Spacer, Providing openings/ cutouts/ pockets, applying deshuttering chemical, Deshuttering as approved by
the consultant etc., complete at all levels, heights and profiles. A cambers required shall be considered at
Terrace level as per consultants instructions.
Formwork in following items of work at all levels
i For Columns at all levels
a) From Basement 2 level to Ground Floor level Sqm 5655
b) From Ground Floor level to Terrace Floor level Sqm 14175

ii For Core wall

a) From Basement 2 level to Ground Floor level Sqm 5470
b) From Ground Floor level to Terrace Floor level Sqm 17820

iii For Flat Slab

a) From Basement 2 level to Ground Floor level Sqm 20740
b) From Ground Floor level to Terrace Floor level Sqm 60640

iv For Normal Slab

a) From Basement 2 level to Ground Floor level Sqm 435
b) From Ground Floor level to Terrace Floor level Sqm 1005

v For Beams
a) From Basement 2 level to Ground Floor level Sqm 4530
b) From Ground Floor level to Terrace Floor level Sqm 7895

vi For Footings/ Raft/ Pedestals,etc Sqm 3315

vii RCC Parapet walls at all Level Sqm 490

viii Retaining Wall and other RC walls Sqm 6900

ix Ramps
a) Slab Sqm 1200
b) Beam Sqm 550

x Plinth Beam Sqm 100

xi Staircase at all levels Sqm 6680

xii Lintel at all levels Sqm 1130

xiii RCC Brackets /Fins/ Ledges at all level Sqm 100

xiv OHT
Bottom Slab Sqm 140
Walls Sqm 260
Top Slab Sqm 140
Columns Sqm 60
Beams Sqm 40

xv UG Sump
Bottom Slab Sqm 55
Walls Sqm 4180
Top Slab Sqm 1560

xvi STP
Bottom Slab Sqm 10
Walls Sqm 1835
Top Slab Sqm 102
Beams Sqm

xvii WTP
Bottom Slab Sqm
Walls Sqm 230
Top Slab Sqm

xviii Formwork for Basement drain, drain water collection pits, etc. Sqm 2145

Formwork for DG foundation & pedastals , Security kiosk , Pump, RMU, Transformer Foundations, RCC
xix Sqm 1065
ducts,etc.

xx Extra for double height staging , including required platforms, etc Sqm 132
xxi Extra for Triple height staging , including required platforms,etc. Sqm 75

Sub Total of Shuttering/Form Works 170,652

MMERCIAL DEVELOPMENT
FOR PLOT C3 - CAMPUS 7
ES /SCHEDULE OF ITEMS
DATE: 23.05.2014
System Ply & Runner Misc RATE AMOUNT in INR REMARKS

122 90 25 237.00 1,340,235.00

122 90 25 237.00 3,359,475.00

125 90 38 253.00 1,383,910.00

125 90 38 253.00 4,508,460.00

255 108 24 387.00 8,026,380.00

255 108 24 387.00 23,467,680

255 108 24 387.00 168,345.00

255 108 24 387.00 388,935.00

317 130 8 455.00 2,061,150.00

317 130 8 455.00 3,592,225.00

141 27 7 175.00 580,125.00

85 90 20 195.00 95,550.00

82 93 122 297.00 2,049,300.00

105 90 10 205.00 246,000.00

110 90 10 210.00 115,500.00

80 85 10 175.00 17,500.00

19 116 35 170.00 1,135,600.00

80 90 10 180.00 203,400.00

80 90 10 180.00 18,000.00

141 27 7 175.00 24,500.00

85 90 20 195.00 50,700.00
100 80 10 190.00 26,600.00
100 80 10 190.00 11,400.00
90 100 10 200.00 8,000.00

141 27 7 175.00 9,625.00

85 90 20 195.00 815,100.00

141 27 7 175.00 1,750.00

85 90 20 195.00 357,825.00
100 80 10 190.00 19,380.00

85 90 20 195.00 44,850.00

141 27 7 175.00

141 27 7 175.00 186,375.00

80 80.00 10,560.00
160 160.00 12,000.00

193 99 28 321
Using MS Sheets
Footings
Total Shuttering Area
Procurement Area
Perimeter

RAFT PLYWOOD OPTION

L= 441 RMT
H= 1M

Steel Waler 1.2 m long 442 Nos @

Props for support 442 Nos @
Stirrup Head 442 Nos @

Depreciation at 3 % per month 4 Month

12mm plywood 485 Sqm @

2"x3" Runner 362 cft @

System cost 121,329 41.28

Ply & Timber 428,411 145.76
Misc 17,635 6.00
Total Material cost 567,375 193.04

Columns
Rectangular columns
L B Total Nos

Column size considered 1.15 1.15 41

0.90 1.65 21

Total Shuttering Area 15,467.68 Sqm

Total 41
Procurement Area 704 Sqm

Material Required
Aluminium Beam 3.6m 1,040 Nos 1544
Steel Waler 1.2m long Nos 1372
Steel Waler 1.6m long 112 Nos 1778
Steel Waler 2.0m long 432 Nos 2268
Steel Waler 2.4m long 112 Nos 2626
Props 192 Nos 1598
Short prop 192 Nos 1135

Depreciation at 3.0% for 10 Months

Material cost for Wood

Plywood = 2183 Sqm
Battens = 222.77 cft
Cost of wooden material
Charge Wood 100%

Tie Rods 1.5m Nos Rs. 195

Tie Rods 2.0m 544 Nos Rs. 265
Tie Rods 2.5m 112 Nos Rs. 330
Tie Rods 1.0m Nos Rs. 145
Anchor nut 1,312 Nos Rs. 56

COST-COLUMN
System cost 1,081,056 69.89
Ply & Timber 1,394,389 90.15
Misc 378,333 24.46
Total Material cost 2,853,778 184.50

Material Cost per Sqm

Labour cost
Tower crane
Cost for Columns

Analysis for Core Wall

Total Length = 274.00 m (perimeter)
Quantity of shuttering = 21,692 Sqm
Total Area = 21,692 Sqm

Procurement = 274 Rm
Procurement Area = 986 Sqm
Material Required
Aluminium Beam 3.6m 1370 Nos @
Steel Waler 1.2m 913 Nos @
Props 274 Nos @
Short Prop 274 Nos @

Access- for core wall inside

Cuplock vertical 3.0m 1,080 @
Cuplock Horizontal 1.25m 120 @
Cuplock Horizontal 1.80m 2,040 @
Base Jack 72 @

Total cost

Depreciation at 3.0% per month 10 Months

Wood
Plywood 3,099 Sqm @
Battens 249.6 Cft @
Cost of wood
Charge to Project 100%

Spigot pin 1,008 Nos @

Walk way platform 200 Nos @
Tie Rods 1.0m long 731 Nos @
Anchor nut 1,461 Nos @

System cost 1,531,292 70.6

Ply & Timber 1,954,141 90.1
Misc 594,056 27.4
Total Material cost 4,079,489 188.1

Material Cost per Sqm

Labour cost
Tower Crane

Cost for Core Wall

Analysis for retaining Wall

Length
Total Area 11,098 Sqm
Procurement Area (Assuming 8 repititions) 1,387 Sqm
Procurement = 78 Rm

Material Required
Aluminium Beam 3.6m 767 Nos @
Steel Waler 1.2m 520 Nos @
Props 156 Nos @
Short Prop 156 Nos @
Access- for 2nd lift
Cuplock vertical 3.0m 360 Nos @
Cuplock Horizontal 1.25m 360 Nos @
Cuplock Horizontal 1.80m 704 Nos @
Base Jack 360 Nos @

Depreciation at 3.0% per month 10 Months

Wood
Plywood 1,457 Sqm @
Battens 85.3 cft @
Cost of wood
Charge to Project 100%

Water Stopper 19,235 Nos @

Walk way platform 261 Nos @
Tie Rods 1.0m long 347 Nos @
Anchor nut 693 Nos @

System cost 911,742 82

Ply & Timber 906,369 82
Misc 1,637,362 148
Total Material cost 3,455,473 311

Material Cost per Sqm

Labour cost
Tower crane
Cost of Retaining Wall
 2,939.16 Sqm
440.87 Sqm
440.87 m

Qty Rate

1372 606424 checked checked

1135 501670 checked checked
238 105196 checked checked
1213290 checked checked

121,329

600 290,976 checked check for rate with /without taxes

380 137,435 check for c/c .5 instead of 1m c/c

428,411

4.00 Procurement 27 Nos

4.00 Procurement 14 Nos
Procurement Nos

22 (no of repititions)
 1605760 Changed with H beam at site
0 checked checked
199136 checked checked
979776 checked checked
294112 checked checked
306,816 checked checked
217,920 Site confirmation required
3,603,520

1081056

600 1,309,738 7.09 checked check for rate with /without taxes
380 84,651 checked check for rate with /without taxes
1,394,389
1,394,389

-
144,160 checked check for rate with /without taxes
36,960 checked check for rate with /without taxes
-
73,472 checked check for rate with /without taxes
254,592

184
200
25
409.00

(perimeter) Length for procurement to be confirmed

6,025
7.00 3,013
137.00 301.27
 1544 2,115,295 H beam used at site
1372 1,253,102 checked checked
1598 437,855 checked checked
1135 310,992 checked checked

Rs. 820 885,600 checked checked

Rs. 266 31,920 checked checked
Rs. 349 711,960
Rs. 217 15,624 Staging Height of lift core wall to be checked

5,762,349

1,531,292.34

600 1,859,275 7.0 checked checked

380 94,866 checked checked
1,954,141
1,954,141

54 54,432 checked checked

1000 200,000 checked checked
145 105,947 checked checked
56 81,835.26 checked checked
442,214.70

188
200
25

413

7.62 1109.793299
154.1 two sides of wall
 77.1 per month

1544 1,184,577 H Beam

1372 713,440
1598 249,288 placed @ 1m c/c
1135 177,060 placed @ 1m c/c

Rs. 820 295,200

Rs. 266 95,760
Rs. 349 245,696 actual photo from site required for 2nd
Rs. 217 78,120
3,039,141

911,742

600 873,962 wastage 5%

380 32,406 2x5 to b checked from drawing
906,369
906,369

60 1,154,093
1000 261,000 add 50% for 2nd lvl
145 50,267
56 38,827
1,504,187

311
200
25
536
 979.718653 0.2939155959

489.8593265

ate with /without taxes

6.06

1567.35 1,197.59 369.76 91.3

45.65
0
ate with /without taxes
ate with /without taxes

ate with /without taxes

ate with /without taxes

ate with /without taxes

38.358 16.2 2 32.4

105.202 10.6 2 21.2
69.802 5.55 2 11.1
14.2 5.35 2 10.7
14.2 6.6 2 13.2
 5.7 2 11.4
241.762 20.8 2 41.6
37.2 2 74.4
120.881 2 0
58.002 1 58.002

13.7
40.5
54.2

wall to be checked

274.002

87558.21
48499.9503
48498.4454
48499.3754
19929.8451
19729.8451
19899.9972

312515.666
312.515666

13405 1541.37958
9.2
 2.55555556

12
checked checked
checked checked
checked checked
checked checked
4.8
checked 5.8 10.2222222
checked 11.2222222
checked
checked

checked
checked

checked
checked
checked
checked
 Analysis for Basement Slab

PODIUM SLAB-from Raft

Total Area to be Covered Slab
Total Area to be Covered beam
Total Area to be Covered Capital -

TOTAL AREA -

Considering the total area to be cast in 5 months

Procurement of skin FOR SLAB BOTTOM 2,500 Sqm

Procurement of skin FOR BEAM BOTTOM - Sqm

Total 2,500.00
No of Capitals 30

Procurement for staging ( Cuplock grid 1.8mx1.25m)

size be 80x50 4,000.00
No of grids 0n X 44 1.1 Skin
No of grids 0n Y 40 1.10 Staging

No of grids 0n X 0.69 Skin

No of grids 0n Y 0.69 Staging

A Cost of steel material

Material requirement for slab

3m vertical Nos 1,268 Rs. 820
1.8 m Horizontal Nos 3,721 Rs. 349
1.25m Horizontal Nos 3,713 Rs. 266
Stirrup Head Nos 1,268 Rs. 238
Base Jack Nos 1,268 Rs. 217
Secondary 1.8 mtr Nos 6,353 Rs. 1,194
Repropping Nos Rs. 1,598

cost of steel
Materials for drop
Steel
2.5 m vertical Nos 528 Rs. 689
1.5 m vertical Nos 528 Rs. 446
1.25 m Horizontal Nos 2,904 Rs. 266
Stirrup Head Nos 528 Rs. 238
Bottom Jack Nos 528 Rs. 217
Secondary 1.8 mtr Nos 1,287 Rs. 1,194
Repropping Nos - Rs. 1,598

Extra height
 Material requirement for slab
2.5m vertical Nos 1,268 Rs. 689
1m vertical Nos Rs. 275
1.25 m Horizontal Nos 2,475 Rs. 266
1.8 m Horizontal Nos 2,481 Rs. 349

cost of steel

Total cost of steel procurement

Duration (Extra height) 3 months

Depreciation @ 3.0% 3.00%

B Wood
Procurement constant
Ply wood for Slab Bottom & Drop sqm Rs. 600
Battens cft Rs. 380

Total cost of wood

Charge to project 100%

C Consumables

Slab Primary (ISMC 100) Rmt 2,456 Rs. 500

Capital Primary (ISMC 100) Rmt 614 Rs. 500
Spigot Pin Nos 1,796 Rs. 54

Total cost of consumables

Charge to project 100%

Slab cost breakup Amount Rate/Sqm

System cost 2,411,286 #DIV/0!
Ply & Timber - #DIV/0!
Misc (shut oil, masking tape, nails etc) 1,631,732 #DIV/0!
Cost of material 4,043,018 #DIV/0!
 119.9025

1.10 Skin 2750 Sqm CHECKED CHECKED

1.10 Skin 0.00 Sqm

2,750.00 NO OF CAPITALS TO BE CONFIRMED 5,000.00

50

20

1.8 CHECKED CHECKED

1.25 CHECKED CHECKED

4.05
Rs. 1,039,760 CHECKED CHECKED 0.25
Rs. 1,298,629 CHECKED CHECKED 3.80
Rs. 987,658 CHECKED CHECKED
Rs. 301,784 CHECKED CHECKED 0.232
Rs. 275,156 CHECKED CHECKED 3.57
Rs. 7,584,885 CHECKED CHECKED
Rs. - CHECKED CHECKED

Rs. 11,487,872 CHECKED CHECKED

Rs. 363,792 CHECKED CHECKED

Rs. 235,488 CHECKED CHECKED
Rs. 772,464 CHECKED CHECKED
Rs. 125,664 CHECKED CHECKED
Rs. 114,576 CHECKED CHECKED
Rs. 1,536,678 CHECKED CHECKED
Rs. - CHECKED CHECKED

Rs. 3,148,662
Rs. 873,652 CHECKED CHECKED
Rs. - CHECKED CHECKED
Rs. 658,439 CHECKED CHECKED
Rs. 865,753 CHECKED CHECKED

Rs. 2,397,843

17,034,377
CHECKED CHECKED

2,411,286 CHECKED CHECKED

Rs. - #DIV/0! CHECKED CHECKED

Rs. - CHECKED CHECKED

Rs. -

Rs. 1,227,848 184,177 CHECKED CHECKED

Rs. 306,900 CHECKED CHECKED
Rs. 96,984 CHECKED CHECKED
92,089 CHECKED CHECKED
1,631,732

1,631,732
20.85

4.05 5 5 3.6 3.6

0.45 0.25 0.45 0.25 0.45
3.60 4.75 4.55 3.35 3.15

0.232 0.232 0.232 0.232 0.232

3.37 4.52 4.32 3.12 2.92
 Analysis for Basement Slab

PODIUM SLAB
Total Area to be Covered Slab
Total Area to be Covered beam
Total Area to be Covered Capital -

TOTAL AREA -

Considering the total area to be cast in 5 months

Procurement of skin FOR SLAB BOTTOM 5,000 Sqm

Procurement of skin FOR BEAM BOTTOM - Sqm

Total 5,000.00
No of Capitals 100

Procurement for staging ( Cuplock grid 1.8mx1.25m)

size be 80x50 4,000.00
No of grids 0n X 44 1.1 Skin
No of grids 0n Y 40 1.10 Staging

No of grids 0n X 1.38 Skin

No of grids 0n Y 1.38 Staging

A Cost of steel material

Material requirement for slab

3m vertical Nos 2,537 Rs. 820
1.8 m Horizontal Nos 7,442 Rs. 349
1.25m Horizontal Nos 7,425 Rs. 266
Stirrup Head Nos 2,537 Rs. 238
Base Jack Nos 2,537 Rs. 217
Secondary 1.8 mtr Nos 12,705 Rs. 1,194
Repropping Nos 3,044 Rs. 1,598

cost of steel
Materials for drop
Steel
3.0 m vertical Nos 1,760 Rs. 820
1.25 m Horizontal Nos 7,260 Rs. 266
Stirrup Head Nos 1,760 Rs. 238
Bottom Jack Nos 1,760 Rs. 217
Secondary 1.8 mtr Nos 4,290 Rs. 1,194
Repropping Nos - Rs. 1,598

Extra height
Material requirement for slab
 0..5m vertical Nos 1,760 Rs. 138
1m vertical Nos 2,537 Rs. 275
1.25 m Horizontal Nos 4,895 Rs. 266
1.8 m Horizontal Nos 2,481 Rs. 349

cost of steel

Total cost of steel procurement

Duration (Extra height) 5 months

Depreciation @ 3.0% 3.00%

B Wood
Procurement constant
Ply wood for Slab Bottom & Drop sqm 5842 Rs. 600
Battens cft 114 Rs. 380

Total cost of wood

Charge to project 100%

C Consumables

Slab Primary (ISMC 100) Rmt 4,911 Rs. 500

Capital Primary (ISMC 100) Rmt 2,046 Rs. 500
Spigot Pin Nos 4,297 Rs. 54

Total cost of consumables

Charge to project 100%

Slab cost breakup Amount Rate/Sqm

System cost 6,037,125 #DIV/0!
Ply & Timber 3,548,629 #DIV/0!
Misc (shut oil, masking tape, nails etc) 3,710,733 #DIV/0!
Cost of material 13,296,487 #DIV/0!
 1.10 Skin 5500 Sqm CHECKED CHECKED
1.10 Skin 0.00 Sqm CHECKED CHECKED

5,500.00 CHECKED CHECKED 5,000.00

CHECKED CHECKED 50

20

CHECKED CHECKED
1.8 CHECKED CHECKED
1.25 CHECKED CHECKED
CHECKED CHECKED
CHECKED CHECKED
CHECKED CHECKED

4.05
Rs. 2,080,340 CHECKED CHECKED 0.25
Rs. 2,597,258 CHECKED CHECKED 3.80
Rs. 1,975,050 CHECKED CHECKED
Rs. 603,806 CHECKED CHECKED 0.232
Rs. 550,529 CHECKED CHECKED 3.57
Rs. 15,169,770 CHECKED CHECKED
Rs. 4,864,951 CHECKED CHECKED

Rs. 27,841,704

Rs. 1,443,200 CHECKED CHECKED

Rs. 1,931,160 CHECKED CHECKED
Rs. 418,880 CHECKED CHECKED
Rs. 381,920 CHECKED CHECKED
Rs. 5,122,260 CHECKED CHECKED
Rs. - CHECKED CHECKED

Rs. 9,297,420
Rs. 242,880 CHECKED CHECKED
Rs. 697,675 CHECKED CHECKED
Rs. 1,302,070 CHECKED CHECKED
Rs. 865,753 CHECKED CHECKED

Rs. 3,108,378

40,247,502

6,037,125

Rs. 3,505,200 - CHECKED CHECKED

Rs. 43,429 CHECKED CHECKED

Rs. 3,548,629

3,548,629

3,548,629

Rs. 2,455,695 368,354 CHECKED

Rs. 1,023,000 CHECKED
Rs. 232,038 CHECKED
184,177 CHECKED
3,710,733

3,710,733
 119.9025
41.70

4.05 5 5 3.6 3.6

0.45 0.25 0.45 0.25 0.45
3.60 4.75 4.55 3.35 3.15

0.232 0.232 0.232 0.232 0.232

3.37 4.52 4.32 3.12 2.92
 Analysis for Tower

TOWER SLAB
Total Area to be Covered Slab 28,840.50
Total Area to be Covered beam
Total Area to be Covered Capital -

TOTAL AREA 28,840.50

Considering the total area to be cast in 10 months

Procurement of skin FOR SLAB BOTTOM 1,149 Sqm

Procurement of skin FOR BEAM BOTTOM - Sqm

Total 1,148.80
No of Capitals 56

Procurement for staging ( Cuplock grid 1.8mx1.25m)

size be 80x50 4,000.00
No of grids 0n X 44 1.50 Skin
No of grids 0n Y 40 1.50 Staging

No of grids 0n X 0.43 Skin

No of grids 0n Y 0.43 Staging

A Cost of steel material

Material requirement for slab

3m vertical Nos 795 Rs. 820
1.8 m Horizontal Nos 2,331 Rs. 349
1.25m Horizontal Nos 2,326 Rs. 266
Stirrup Head Nos 795 Rs. 238
Base Jack Nos 795 Rs. 217
Secondary 1.8 mtr Nos 3,981 Rs. 1,194
Repropping Nos 954 Rs. 1,598

cost of steel
Materials for drop (Tower)
Steel
3.0 m vertical Nos 1,344 Rs. 820
1.25 m Horizontal Nos 5,544 Rs. 266
Stirrup Head Nos 1,344 Rs. 238
Bottom Jack Nos 1,344 Rs. 217
Secondary 1.8 mtr Nos 3,276 Rs. 1,194
Repropping Nos - Rs. 1,598

Extra height
Material requirement for slab
0..5m vertical Nos 1,344 Rs. 138
 1m vertical Nos 795 Rs. 275
1.25 m Horizontal Nos 2,623 Rs. 266
1.8 m Horizontal Nos 777 Rs. 349

cost of steel

Total cost of steel procurement

Duration (Extra height) 4 months

Depreciation @ 3.0% 3.00%

B Wood
Procurement constant
Ply wood for Slab Bottom & Drop sqm 3820 Rs. 600
Battens cft 313 Rs. 380

Total cost of wood

Charge to project 100%

C Consumables

Slab Primary (ISMC 100) Rmt 1,539 Rs. 500

Capital Primary (ISMC 100) Rmt 1,562 Rs. 500
Spigot Pin Nos 2,139 Rs. 54

Total cost of consumables

Charge to project 100%

Slab cost breakup Amount Rate/Sqm

System cost 10,948,803 379.63
Ply & Timber 5,959,329 206.63
Misc (shut oil, masking tape, nails etc) 1,896,822 65.77
Cost of material 18,804,953 652.03

Material cost per Sqm 652

Labour cost 200
Tower crane 25
Cost of shuttering 877
 Overall cost (SLAB & DROP)
Total scope 82,820.00 Sqm
Amount Rate/Sqm

System cost 21,089,694 255

Ply & Timber 12,277,551 148
Misc (shut oil, masking tape, nails etc) 3,030,757 37
Cost of material 36,398,002 439
 1.50 Skin 1723 Sqm check 4.05 4.05
1.50 Skin 0.00 Sqm check 0.25 0.45
3.80 3.60
1,723.20 check
check 421.225 0.232 0.232
14.44 3.57 3.37
29.1707063711911

check
1.8 check
1.25 check

check
check

Rs. 651,900 check

Rs. 813,519 check DROP
Rs. 618,716 check
Rs. 189,210 check Drop Sides 854.988
Rs. 172,515 check 364.8
Rs. 4,752,827 check
Rs. 1,524,492 check
Drop Area 77.424995
Rs. 8,723,179 346.56

423.985
Rs. 1,102,080 check
Rs. 1,474,704 check Approx Nos 30
Rs. 319,872 check
Rs. 291,648 check
Rs. 3,911,544 check
Rs. - check

Rs. 7,099,848

Rs. 185,472 check

Rs. 218,625 check
Rs. 697,807 check
Rs. 271,173 check

Rs. 1,373,077

17,196,104

4,911,677

Rs. 2,291,901 7.55 check

Rs. 118,799 check

Rs. 2,410,700

2,410,700

2,410,700

Rs. 769,392 check 230,817

Rs. 781,200 check
Rs. 115,506 check
check 115,409
1,666,098

1,666,098
 5 5 3.6 3.6
0.25 0.45 0.25 0.45
4.75 4.55 3.35 3.15

0.232 0.232 0.232 0.232

4.52 4.32 3.12 2.92

DROP

0.225 192.3723
0.225 82.08

14.44
 Analysis for Beam

Total Area to be Covered beam 10,470.84

TOTAL AREA 10,470.84

Considering the total area to be cast in 10 months

Procurement of skin FOR BEAM BOTTOM 716 Sqm

Total 716.00

Procurement 1.50 Skin

1.50 Staging

A Cost of steel material

Material requirement for beams

Procurement for Rmt 756

3.0m vertical Nos 1,263 Rs. 820

1.25 m Horizontal Nos 1,895 Rs. 266
1.8 m Horizontal Nos 3,780 Rs. 349
Stirrup Head Nos 1,263 Rs. 238
Bottom Jack Nos 1,263 Rs. 217
Secondary 1.70mtr Nos 3,780 Rs. 1,194
Repropping Nos 1,516 Rs. 1,598

cost of steel

Extra height
Material requirement for Beam
0..5m vertical Nos Rs. 138
1m vertical Nos Rs. 275
1.25 m Horizontal Nos Rs. 266
1.8 m Horizontal Nos Rs. 349

cost of steel

Total cost of steel procurement

Duration (Extra height) 5 months

Depreciation @ 3.0% 3.00%

B Wood for Beams

Procurement constant
 Ply wood for beam sides and bottom sqm 1,266 Rs. 600
Battens cft 2230 Rs. 380

Total cost of wood

Charge to project 100%

C Consumables

ISMC 100 (Beam primary) Rmt 2,608 Rs. 500

Total cost of consumables

Charge to project 100%

Beam Amount Rate/Sqm

System cost 3,110,619 297.07
Ply & Timber 1,606,877 153.46
Misc (shut oil, masking tape, nails etc) 1,387,866.71 132.55
Cost of material 6,105,363 583.08

Material cost per Sqm 583

Labour cost 200
Tower crane
Cost of shuttering 783

Overall cost (Drop ,Slab & Beam)

Total scope 93,290.84 Sqm
Amount Rate/Sqm

System cost 24,200,313 259

Ply & Timber 13,884,428 149
Misc (shut oil, masking tape, nails etc) 4,418,624 47
Cost of material 42,503,365 456
 12,425.00

1.50 Skin 1074 Sqm

1,074.00

Rs. 1,035,660
Rs. 503,937 4.05
Rs. 1,319,220 0.9
Rs. 300,594 0.307
Rs. 274,071 1.207
Rs. 4,513,320
Rs. 2,421,929
2.843
Rs. 10,368,731

10,368,731

Rs. -
Rs. -
Rs. -
Rs. -

Rs. -

10,368,731

3,110,619
Rs. 759,493 8.27
Rs. 847,384

Rs. 1,606,877

1,606,877

1,606,877

Rs. 1,304,100

1,304,100 547,722

1,304,100 273,861

13509.9527 6.9
 TOTAL BUA
Total slab Shut area
Table form scope assumed

Floor plate area

Table Form area in a floor
Planned Area

1,530 1,316 -
6 6 4
B TABLE FORM AREA - TOWER
Sl No Description Unit T1 T1A T2A
Table size 1.7x3.6m 1.7X3.6m 1.15x3.6m
Table Nos 250 215
1 Aluminium Secondary 1.15m Nos -
2 Aluminium Secondary 1.70m Nos 3,000 2,580
3 Aluminium Secondary 2.5m Nos
4 Steel Waler 3.6m Nos 500 430 -
5 Steel Waler 2.4m Nos
6 Table Head Nos 1,000 1,290 -
7 CT Prop ( CT410) Nos 1,000 1,290 -
8 CT Prop ( CT410) extra support at patch Nos
9 Tableform Pallet Truck Nos
10 V Hook Nos 6,000 5,160 -
11 12mm thick plywood(densified) Sqm 1,275 1,097 -
12 12mm thick plywood (patch filling) Sqm

595 218

3641.4
Flat Slab Area T1 1.7 3.6 250
2.5 3.6 144
2.5 2.4 19
1.7 2.4 29

Drop Area 1.7 3.6 215

 92,565 Sqm
101,851 Sqm
73,011 Sqm 28,841

Tower Podium
7,120 Sqm -
0 5,616 Sqm 78.9% -
5,616 8,424 Sqm 1.5 Set -
0.67
6,503
1,296 114 118 - 4,374 (145)
9 6 4 3 5,327

T3 T4 T5 T6
2.5x3.6m 2.5x2.4m 1.7x2.4m 1.15x2.4m Total Qty Qty/Sqm Total Qty Rate
Planned
144 19 29
0 - - - 854
232 5,812 1.0 8,718 1,194
1,728 152 1,880 0.3 2,820 1,552
288 1,218 0.2 1,827 4,158
38 58 - 96 0.0 144 2,626
576 76 116 - 3,058 0.5 4,587 550
576 76 116 - 3,058 0.5 4,587 1,598
367 1,598
3 0.0 3 200,983
3,456 304 464 - 15,384 2.7 8,077 50
1,126 96 96 - 3,689 0.7 5,534 750
2,890 750

29 20

System
Plywood
Consumable

360000
1,530.00 27000
1,296.00
114.00 13.33333
118.32

1,315.80

4,374.12

215 14 201
 1,504
check
check -
1.5 Set check
4366.478
-1031.04 600.9573
5,472

4967.435

Duration % Depreciation Total Chargable

in months

10 3.0% - CHECK CHECK

10 3.0% 3,122,788 CHECK CHECK
10 3.0% 1,312,992 CHECK CHECK
10 3.0% 2,279,000 CHECK CHECK
10 3.0% 113,443 CHECK CHECK
10 3.0% 756,855 CHECK CHECK
10 3.0% 2,199,008 CHECK CHECK
10 3.0% 175,921 CHECK CHECK
10 3.0% 180,885 CHECK CHECK
1 100% 403,830 CHECK CHECK
1 100% 4,150,598 CHECK CHECK
1 100% 2,167,625 CHECK CHECK

33,802,970 10,140,891 138.90 8.67

6,318,222 6,318,222 86.54
1,133,936 1,133,935.66 15.53
240.97
#DIV/0!
 Total area 3,656.12 Sqm
Total set 4 nos
Duration 12 Months
Procurement 90.64 Sqm

Material Description Unit Qty Rate/Unit Amount Duration

1 CT 410 prop Nos 64 1598 102272 12
2 Cuplock vertical 2.5m Nos 32 689 22048 12
3 Cuplock vertical 1.0m Nos 32 275 8800 12
4 Cuplock horizontal 1.25m Nos 24 266 6384 12
5 Cuplock horizontal 1.80m Nos 72 349 25128 12
6 Base Jack Nos 32 217 6944 12
7 Stirrup Head Nos 64 238 15232 12
8 Alum Secondary 2.3 Mtr Nos 120 1552 186240 12

8 ISMC 100 Rmt 71.2 450 32040 1

9 40NB pipe Rmt 228.8 175 40040 1
10 Spigot pin Nos 32 54 1728 1
11 Swivel coupler 40x50 Nos 376 90 33840 1

12 Wooden runner 3"x4" Cft 380 0 1

13 Wooden runner 2"x3" Cft 168.53 380 64040.032 1
14 12mm thick plywood Sqm 350.12 600 210073.5 1

System
Plywood & Timber
Consumables
Other Misc
Total material cost
Labour cost
Tower crane
Cost of Staircase
% charge Chargabel Amt
3.0% 36,818
3.0% 7,937
3.0% 3,168
3.0% 2,298
3.0% 9,046
3.0% 2,500
3.0% 5,484
3.0% 67,046

100% 32,040
100% 40,040
100% 1,728
100% 33,840

100% -
100% 64,040 10.44
100% 210,074

67,250.88 18.39 480,696.00

274,114 74.97
107,648 29.44
36,561 10.00

485,574 132.81
132.8
200.0
25.0
357.8
 Total area 1,727.71 Sqm
Beam Area 607.26 Sqm 441.00
Slab Area 1,120.45 Sqm

Duration 6 Months

Procurement
Slab 86.988 Sqm 2 173.976
Beam 49 Rmt 2 98

Slab Beam
Material Description Unit Slab Beam
Qty/Sqm Qty/Rmt
4 Cuplock vertical 1.0m Nos 15 16 0.17 0.33
3 Cuplock vertical 1.5m Nos 15 12 0.17 0.24
2 Cuplock vertical 2.0m Nos 15 16 0.17 0.33
1 Cuplock vertical 2.5m Nos 25 24 0.29 0.49
5 Cuplock horizontal 1.25m Nos 134 128 1.54 2.61
6 Cuplock horizontal 1.80m Nos 100 78 1.15 1.59
7 Base Jack Nos 70 68 0.80 1.39
8 Stirrup Head Nos 70 68 0.80 1.39
9 Alum Secondary 1.80 Mtr Nos 162 120 1.86 2.45

9 ISMC 100 Rmt 118.085 102.41 1.36 2.09

10 40NB pipe Rmt 14 12 0.16 0.24
11 Swivel coupler 40x50 Nos 8 12 0.09 0.24

12 Wooden runner 2"x3" Cft 81.35 - 1.66

13 12mm thick plywood Sqm 95.6868 82.03 1.10 1.67
Rmt

Sqm
Rmt

Total Qty Rate/Unit Amount Duration % charge Chargabel Amt

62 275 17050 6 3.0% 3,069

54 446 24084 6 3.0% 4,335
62 560 34720 6 3.0% 6,250
98 689 67522 6 3.0% 12,154
524 266 139384 6 3.0% 25,089
356 349 124244 6 3.0% 22,364
276 217 59892 6 3.0% 10,781
276 238 65688 6 3.0% 11,824
564 1194 673416 6 3.0% 121,215

440.99 450 198445.5 1 100% 198,446

52 175 9100 1 100% 9,100
40 90 3600 1 100% 3,600

162.70 450 73215.402324 1 100% 73,215 4.86

355.43 600 213255.36 1 100% 213,255

System 217,080.00 125.65 1,417,145.50

Plywood & Timber 286,471 165.81
Consumables 211,146 122.21
Other Misc 17,277 10.00

731,973 423.67
SYSTEM COMPONENENT : Unit
Footing
CONSUMABLE COMPONENT :
ISMC 100 Rmt
Tie rod 1.0Mtr Set
Tie rod 1.5Mtr Set
Tie rod 2.0Mtr Set
Tie rod 2.5Mtr Set
Anchor nuts Nos
Spigot pin Nos
Walk way jallies Nos
40 NB MS Pipe Rmt
Swivel couplers Nos
V Hook ( Table Form ) Nos
Water stoper G type Nos
Plywood 12mm Thick densified Sqm
Plywood 12mm Thick semi densified Sqm 484.96
Wooden Runner 3"x2" Cft 361.67
Wooden Runner 3"x4" Cft
Wooden Runner 2"x5" Cft
 Retaining
Column Corewall wall Slab from Raft Podium Slab Slab

6,957.39 3,101.18
731 347

544
112
1312 1462 694
1008 4297 2139
200 261

19234.88889

2,182.90 3,098.79 1,456.60 5,842.00 3,819.84

114.29 312.63

222.77 249.65 85.28

Beam Table Form Staircase Ramp Total Rate
-
2,608.20 71.2 440.99 13,179 500
1,078 145
- 0
544 265
112 330
3,468 56
32 7,476 54
461 1000
228.8 52 281 160
376 40 416 90
8076.6 8,077 50
19,235 60
8,424.30 8,424.30 750
1,265.82 350.12 355.43 18,856.46 600
2,229.96 168.53 162.70 3,349.77 380
- 380
557.69 380
TRIPLE HEIGHT SLAB
Plan Area considered for calculation 380 Sqm 353.9353
Triple Height Area 354 Sqm
Duration 3 Months

Material Description Unit Capital Flat Slab Beam Total Qty/Sqm

Cuplock vertical 2.5m Nos 40 110 32 182 0.48

Cuplock vertical 3.0m Nos 220 378 96 694 1.82
Cuplock Horizontal 0.5m Nos 156 156 0.41
Cuplock Horizontal 1.25m Nos 1032 885 144 2061 5.42
Cuplock Horizontal 1.80m Nos 918 216 1134 2.98
Stirrup Head Nos 140 158 32 330 0.87
Base Jack Nos 140 158 32 330 0.87
Aluminium secondary 1.70m Nos 264 540 70 874 2.30

ISMC 100 Rmt 173.1 242.29 46 461.39 1.21

Spigot pin Nos 120 330 96 546 1.44
40NB PIPE RMT
12mm thick plywood Sqm 0 -
Wooden runner 3"x4" Cft 0 -
Wooden runner 2"x3" Cft 0 -
Wlak way jallies Nos 0 -
Swivel coupler Nos 0 -
Total
Chargeable
Required Rate Amount Duration % charge
amt
Quantity
169 689 116686.3082 3 3% 10,502
646 820 529544.683891 3 3% 47,659
145 70 10161.3621074 3 3% 915
1,918 266 510139.459954 3 3% 45,913
1,055 349 368271.21207 3 3% 33,144
307 238 73083.6428495 3 3% 6,578
307 217 66635.0861275 3 3% 5,997
813 1194 971057.728513 3 3% 87,395
0
429 0
508 0

- 0
- 0
- 0
- 0
- 0
DOUBLE HEIGHT SLAB
Plan Area considered for calculation 1,064 Sqm 1679.769
Double Height Area 1,680 Sqm
Duration 3 Months

Material Description Unit Capital Flat Slab Beam Total Qty/Sqm

Cuplock vertical 1.5m Nos 219 70 289 0.27

Cuplock vertical 2.0m Nos 458 458 0.43
Cuplock vertical 3.0m Nos 490 958 140 1588 1.49
Cuplock Horizontal 0.5m Nos 348 348 0.33
Cuplock Horizontal 1.25m Nos 2514 2685 282 5481 5.15
Cuplock Horizontal 1.80m Nos 2076 264 2340 2.20
Stirrup Head Nos 271 500 771 0.72
Base Jack Nos 271 500 771 0.72
Aluminium secondary 1.70m Nos 493 1712 141 2346 2.21

ISMC 100 Rmt 298.05 751.794 99.3 1149.144 1.08

Spigot pin Nos 438 916 140 1494 1.40
12mm thick plywood Sqm 0 -
Wooden runner 3"x4" Cft 0 -
Wooden runner 2"x3" Cft 0 -
Wlak way jallies Nos 0 -
Swivel coupler Nos 0 -
Total
Chargeable
Required Rate Amount Duration % charge
amt
Quantity
456 446 203550.519269 3 3% 18,320
723 560 405035.433628 3 3% 36,453
2,508 820 2056382.331 3 3% 185,074
550 70 38469.5226263 3 3% 3,462
8,656 266 2302400.92918 3 3% 207,216
3,695 349 1289676.53317 3 3% 116,071
1,218 238 289781.628197 3 3% 26,080
1,218 217 264212.661003 3 3% 23,779
3,705 1194 4423559.24044 3 3% 398,120
0
1,815 0
2,359 0
- 0
- 0
- 0
- 0
- 0
 Slab Total
Sl No BEAM Thick L B D NOS Area Length PLY WOOD

Beam
Bottom
B D
1 0.20 0.80 0.15 49.00 0.20 0.65 1.00 73.50 49.00 9.80

9.80
49.00 73.50 Sqm
 BEAM

PLY WOOD 2"x 3" WOODEN RUNNER Tie Rod

Beam Beam Beam Beam

Beam Diagonal
Total Bottom Bottom Sides Side Total
Sides Support
length lateral length lateral
72.23 82.03 98.00 2.20 294.00 73.70 127.35 595.25 0.00 set

0.00
82.03 sqm 595.25 Rmt
1952.41 Rft

81.35 CFT
 Slab Total
Sl No BEAM Thick L B D NOS Area Length PLY WOOD

Beam
Bottom
B D
1 0.30 0.60 0.15 226.00 0.30 0.45 1.00 271.20 226.00 67.80
2 0.30 0.80 0.15 278.00 0.30 0.65 1.00 444.80 278.00 83.40

151.20
504.00 716.00 Sqm
 Capital Drop Total Slab Edge Total

Perimeter 2439.58 0 0
Height 0.225 0.28 0.15

3"x2" Runner cft 166.74 166.74 0.04 0.02 0.06

Plywood Sqm 548.905 548.90 0 0 0.00

Basement Capital Drop Total Slab Edge Total

Perimeter 1520 0 0
Height 0.225 0.28 0.15
3"x2" Runner cft 103.90 103.90 0.04 0.02 0.06
Plywood Sqm 342 342.00 0 0 0.00
 BEAM

PLY WOOD 2"x 3" WOODEN RUNNER

Beam Beam
Beam Nos of Nos of Diagonal
Total Sides Side Total
Sides Runner Runner Support
length lateral
242.72 310.52 1.00 904.00 302.33 303.00 212.10 487.96
diagonal
2075.26
support to be confirmedby jaykar sir
409.77 493.17 1.00 1668.00 371.67 372.00 409.20 707.06
diagonal
3363.66
support to be confirmedby jaykar sir

803.70 5438.92 Rmt

17839.66 Rft

743.32 CFT
 387.84
0.67
0.46
rmedby jaykar sir
rmedby jaykar sir
 Procurement Cost Charged to the Project
SL No Description
Steel Wood Misc Total Steel Wood Misc Total

1 Footings 3,686,583 79,015 20,574 3,786,172 331,792 79,015 20,574 431,381

2 Columns 3,603,520 1,394,389 378,333 5,376,242 1,081,056 1,394,389 378,333 2,853,778
3 Core Walls 5,762,349 1,954,141 594,056 8,310,546 1,531,292 1,954,141 594,056 4,079,489
4 Staircase #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 Retaining Walls 3,039,141 906,369 1,637,362 5,582,872 911,742 906,369 1,637,362 3,455,473
6 Flat Slab & Beams 61,367,805 10,335,799 4,418,624 76,122,227 24,200,313 10,335,799 4,418,624 38,954,736
Total #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
For total area #REF! #REF! #REF!
Investment cost per Sqm #REF! #REF! #REF! #REF!

Total Area Rate per Sqm(material)

Footings 2,939 Sqm 147
Columns 15,468 Sqm 184
Core Walls 21,692 Sqm 188
Staircase #REF! Sqm #REF!
Retaining Walls 11,098 Sqm 311
Flat Slab & Beams 101,851 Sqm 456
#REF!

Procurement area Overall plywood repetitions

Footings 441 Sqm Total scope 170,652 Sqm
Columns 704 Sqm Steel area 441 Sqm
Core Walls 986 Sqm Ply area #REF! Sqm #REF!
Staircase #REF! Sqm Total skin area procurement #REF! Sqm
Retaining Walls 1,387 Sqm
Flat Slab & Beams 11,221 Sqm Plywood repetition #REF!

#REF! #REF!