5marla

SUMMARY-1

RESIDENCE MR. ABDUL BASEERVELANCIA LAHORE

PRICED BILL OF QUANTITIES

SUMMARY OF COST

Description

A. STRUCTURAL WORKS 10,113,919

B. ARCHITECTURAL FINISHESi BRICK WORKS 2,755

i PLASTERING 15,848

ii MARBLE FLOOR Err:522

ii MARBLE SKIRTING 276

ii IFO WHITE (GLAZED TILE) 172

iii LAMINATED DOORS 232

iii SOLID WOOD DOORS 232

iii ALUMINUM WINDOWS 167

iv ICI VINYLE EMULSION PAINT 15,848

v GRAFIATO FINISHING 806

viI MISCELLANEOUS

viiii ROOF INSULATION 850

Err:522

C PLUMBING WORKS 3%

D ELECTRICAL WORKS 3%

G.TOTAL:

Item No.

SUMMARY-2



SUMMARY OF COST

Amount (Rs)

60%

595,600

Err:522

CIVIL -3 MAIN REDSIDENCE BUILDING



STRUCTURAL WORKSSr. DESCRIPTION UNIT QTY. RATE AMOUNTNo. (Rs.) (Rs.)

GENERAL

EARTH WORK1 Cft 19960 8 159,678

2 Cft 6912 10 69,118

ANTI TERMITE3 Sft 17773 6.50 115,521

4 Cft 7026 85 597,231

All items of Civil works of building described here of under the title description unless specifically indicated otherwise, shall be deemed to be read in terms of supplying, making, assembling, installing, providing, laying, fixing and testing, etc, inclu

Excavation for foundations trenches and drains, in all kinds of soil including ramming, watering, dressing and disposal of surplus material.

Supplying stacking and filling local sand of best quality from outside source including dressing, watering and consolidation by ramming in layers not exceeding 9 inches in depth to full compaction.

Providing and applying anti-termite treatment by using Biflix or Termidor termite proffer mixed with water in ratio as manufacturer specified, at bottom and sides of foundation trenches and under floors before laying of sub-base.

CEMENT CONCRETE IN FOUNDATION

Providing and laying 1:4:8 (1 cement, 4 Chenab sand and 8 Marglla crush 1.5" and down gauge) cement concrete in foundation including leveling, compacting and curing etc. complete.



5

i) Footing. Cft 1500 120 180,051

ii) Roof Slab. Cft 5354 150 803,037

iii) Roof Beams/Lintels. Cft 1642 160 262,651

iv) Stairs/Steps. Cft 307.63 160 49,220

STEEL REINFORCEMENT6

M.Ton 54 72,000 3,871,263

REINFORCED CEMENT CONCRETE WORK

Providing and laying reinforced cement concrete by using of Marglla crush ¾” and down gauge, 50% Lewrancepur sand and 50% Chenab sand for following minimum works cube crushing strength in at 28 days, including form work and its removal, vibrating, levelin

a) 3000 lbs/inch2 (Ratio 1:2:4)

Providing and laying deformed steel reinforcement bars AFCO, or approved equivalent with guaranteed following minimum yield stress including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work. Testing of at r

a) ASTM A-615 G-60 (60000 psi)



BRICK MASONRY7

Cft 12868 90 1,158,152

b) 9" thick walls in super structure. Cft 11000 90 990,000

Sft 7720 135 1,042,172

8 Sft 289 75 21,694

8 Sft 1733 40 69,306

Providing and laying 1st class solid burnt brick masonry set in cement and Chenab sand mortar 1:5 in walls including scaffolding raking out joints and curing etc.

a) Basement, foundation and up to Plinth level.

c) Cavity walls (9" internal side and 4-1/2" outer side) with 1/4" dia iron wire ties at every 6th course and 3' apart.

Providing and laying 1st class solid burnt brick masonry set in cement and Chenab sand mortar 1:4 in walls 4-1/2” thick including scaffolding raking out joints and curing etc.

Providing and laying damp proof course of cement concrete 1:2:4 1½" thick including bitumen coating, with two coats of bitumen and one coat polythene sheet 500 gauge.



ROOF INSULATION34 Sft 8245 85 700,825

35 Each 16 1,500 24,000

Total: 10,113,919

Providing and applying water proofing treatment on roof in following layers,

2" thick high density thermopore sheet over covered with two layers of polythen sheet one over and other under of 500 gauge laying over two coats of hot bitumen @ 20 lb / 100 Sft over R.C.C roof slab.

Brick tiles floor jointed and grouted with 1:3 cement sand mortar over 4" thick mud including curing, making slope towards the drains, complete in all respects as per drawings, specification and all as directed by the Engineer.

Making of Roof Khurras 2'x2' in cement concrete 1:2:4 finished with steel trowel including C.I grating, curing etc, complete in all respects as per drawings, specifications and all as directed by the Engineer.

Structural Works-7



CIVIL WORKSSr. DESCRIPTION UNIT QTY. RATE AMOUNTNo. (Rs.) (Rs.)

A. FINISHING WORKSGENERAL

PLASTERING

Ceiling11 Sft #REF! 10 #REF!

Walls12 Sft #VALUE! 10 #VALUE!

13 Sft #VALUE! 12 #VALUE!

Sub-Total of plastring: #REF!

B. FLOORS & DADO/SKIRTING

1

Bed Rooms Sft #REF! 90 #REF!

2

All items of Civil works of building described here of under the title description unless specifically indicated otherwise, shall be deemed to be read in terms of supplying, making, assembling, installing, providing, laying, fixing and testing, etc, including all lead and lift upto any elevation/level complete in all respects, and as directed by the Engineer.

1/2" thick cement, Chenab sand plaster in 1:3 on ceiling etc including making edges, corners and curing etc.

1/2" thick cement, Chenab sand plaster in 1:4 on internal walls, columns etc. including making edges, corners and curing etc.

3/4" thick cement, Chenab sand plaster in 1:4 on external walls, columns etc. including making edges, corners and curing etc.

Providing and laying floor of approved quality and shade Laminated wood laid as per manufacturer's specifications, complete in all respects. (Bed Rooms)

Providing and laying A-1 quality porcelain tiles of Master or approved make, size and quality on floor laid over 3/4" thick cement mortar base 1:3 including jointing and washing the tiles with white cement slurry of matching color (by using pigment in white cement) and curing, etc.

Structural Works-8


Sft 806 125 100,719

3 Sft 130 120 15,634

4

Bath Room, Dress, Powder Sft 5977 130 777,010

5 Rft 500 110 55,000

6

Drawing, Dinidng, Patio, Passages Sft 190 75 14,268

7 Sft 25 350 8,750

a) on stairs/entrance steps Sft 723 650 470,158b) on bath vanity counter. Sft 48 650 470,158

8 Sft 208 40 8,320

9

Swimming Pool, Water Body Sft 2150 475 1,021,250

Kitchen, Pantry, open Setting, open area

Providing and fixing 1" thick hard wood skirting of approved design fixed to wall with sunken head nails including polishing, complete.

Providing and laying approved quality Ceramic tiles of "Spain" on walls and floor laid over 3/4" thick cement base mortar 1:3 including jointing and washing the tiles with white cement slurry of matching color (by using pigment in white cement) and curing, etc.

Providing and laying Ceramic tiles bordar of approved size, shade and quality on walls and floor laid over 3/4" thick cement mortar base 1:3 including jointing and washing the tiles with white cement slurry of matching color (by using pigment in white cement) and curing, etc.

Providing and laying Stone Finish Tiles of of approved make, size and quality on floor laid over 3/4" thick cement mortar base 1:3 including jointing and washing the tiles with white cement slurry of matching color (by using pigment in white cement) and curing, etc.

1/2" thick perpolished imported Granite (Italy) skirting of approved quality, shade and size as shown on drawings over cement sand mortar 1:3 including grouting, finishing, etc, complete in all respects.

Providing and laying 1/2" thick terrazzo in gray cement on walls and floor laid over 3/4" thick cement sand mortar base 1:3 including grouting, grinding, polishing, finishing, etc, complete in all respects.

Providing and laying Glass Mosaic Tiles of MEC, complete in all respects.

Structural Works-9


10

Sft 1750 80 140,000

Sub-Total of Flooring/Dado & skirting: #REF!

WOOD WORK

WOODEN DOORS11

Type-D1 No. 1 36,000 36,000Type-D2 No. 2 32,000 64,000Type-D3 No. 5 30,000 150,000Type-D4 No. 11 24,000 264,000Type-D5 No. 4 22,000 88,000Type-D6 No. 2 188,000 376,000

12 Sft 1325 1,200 1,590,000

13 Sft 732 500 366,000

14

a) Main doors Nos. 1 3,200 3,200b) Internal doors Nos. 24 1,000 24,000

CABINETS & WARDROBESa) Kitchen Job L.s 225,000 225,000b) Full height wardrobes. Sft 350 375 131,250

Sub-Total of Wood Wook: 3,067,450

PAINTING15 Sft 7873 8 62,983

Providing and laying 2" thick precast concrete Tuff Paver of approved design and shade on floor laid over 2" thick sand cushion including grouted with sand, leveling, mechanically compacting and curing etc. complete.

Providing and fixing 1-1/2" thick solid approved quality wood door shutter hinged with same wood main frame (Choket) including best quality fitting, brass hinges, anti-termite, polishing, etc, complete in all respects

Providing and fixing Wooden Pergolas and wooden beams of approved wood, as per drawings, complete in all respects.

Providing and fixing Wooden Jeffrey of approved design, as per drawings, complete in all respects.

Providing and fixing best quality imported Door Locks of approved make for doors with approved handle .

Providing and applying Plastic emulsion paint of approved make and shade in two coats over and including the cost of one priming coat including sand, preparing, dusting and filling the holes, cracks and inequalities if any on ceiling and walls.

Structural Works-10


16 Sft 250 15 3,750

Sub-Total of Painting: 66,733

FAÇADE FINISHING

17 Sft #VALUE! 175 #VALUE!

Sub-Total of Façade Finishing: #VALUE!

ALUMINUM WINDOWS16

2513 Sft 325 816,603

Sub-Total of Aluminum windows: 816,603

MISCELLANEOUS18 Sft 143 350 50,050

19 Stainless Steel Fire Places 5 No. 20,000 100,000

Sub-Total of Miscellaneous: 150,050

ROOF INSULATION20 Sft 9237 75 692,812

Providing and applying weather sheild painting of approved shade, quality on walls as per manufacturer's specifications.

Providing and laying Stone tiles on façade laid over 3/4" thick cement sand mortar base 1:3, complete in all respects.

Providing and fixing aluminum windows of 1.6 mm thick with 6mm thick imported plain / colored glass.

a) fully glazed partly sliding/openable and partly fixed windows with ply proof shutter on openable panels. (Type-1,2,3,4,5,6,7,8,10,11,12,13,14)

Providing and fixing Stair/ Ent podium railing of approved design of wrought iron of including spay painting, etc, complete as per drawings.

Providing and applying water proofing treatment on roof in following layers,

2" thick high density thermopore sheet (25Kg/m3) over 1 layer of polythen sheet of 500 gauge laying over two coats of hot bitumen @ 25 Kg / m2 over R.C.C roof slab.

Brick tiles floor jointed and grouted with 1:3 cement sand mortar over 4" thick mud including curing, making slope towards the drains, complete in all respects as per drawings, specification and all as directed by the Engineer.

Structural Works-11


21 Each 8 1,500 12,000

Sub-Total of Roof insulation: 704,812

Making of Roof Khurras 2'x2' in cement concrete 1:2:4 finished with steel trowel including C.I grating, curing etc, complete in all respects as per drawings, specifications and all as directed by the Engineer.

PLUMBING-12MAIN REDSIDENCE BUILDING



PLUMBING

Description Unit Quantity

Part-1: PLUMBING FIXTURES

1.1 Nos. 6 10,500 63,000

1.2 Nos. 7 5,000 35,000

1.3 Nos. 4 45,000 180,000

1.4 Nos. 4 12,000 48,000

1.5 Nos. 1 4,500 4,500

1.5 Nos. 1 40,000 40,000

1.6 Nos. 4 65,000 260,000

Sr. No.

Rate (Rs.)

Amount (Rs.)

Providing and installing water closet english type, PORTA-China make coupled cistern , Grohe make 15 mm dia. T.stop cock ,15 mm dia. supply and 32 mm dia. waste water connections, complete including testing, colour as specified by the architect.

Providing and installing PORTA-China make wash hand basin, Grohe make 15 mm dia.T.stop cock,15 mm dia. supply and 32 mm dia. waste water connections, waste coupling, P-trap complete including testing, colour as specified.

Providing and installing approved make equivalent make shower cabinet, complete including testing, colour as specified.

Providing and installing approved make bath tub, Grohe make 15 mm dia.T.stop cock, waste coupling, P-trap complete including testing, colour as specified.

Providing and installing water closet indian type, ICL or equivalent make coupled cistern , Grohe make 15 mm dia. T.stop cock ,15 mm dia. supply and 32 mm dia. waste water connections, complete including testing, colour as specified by the architect.

Providing and installing Jaccuyci Chinese make, Grohe make 15 mm dia.T.stop cock, waste coupling, P-trap complete including testing, colour as specified.

Providing and installing Shower Cabinet Chinese make, complete including testing, colour as specified.


PLUMBING

Description Unit QuantitySr. No.

Rate (Rs.)

Amount (Rs.)

1.6

a) Wash basin mixer Nos. 7 1,200 8,400

b) Muslim shower with double bib cock Nos. 6 1,200 7,200

c) Shower wall mounted with double bib cock Nos. 4 850 3,400

d) Kitchen sink mixer Nos. 1 650 650

1.7

Set 5 2,500 12,500

1.8

a) single bowl with double drain board Nos. 1 8,500 8,500

Part-2: INTERNAL WATER SUPPLY

2.1

1/2" i.d (20 mm) Rft. 150 45 6,750

3/4" i.d (25 mm) Rft. 290 55 15,950

1" i.d (32 mm) Rft. 335 65 21,775

1-1/4" i.d (40 mm) Rft. 200 75 15,000

1-1/2" i.d (50 mm) Rft. 365 110 40,150

2" i.d (63 mm) Rft. 300 125 37,500

2.2

1" i.d (32 mm) Nos. 5 125 625

1-1/4" i.d (40 mm) Nos. 7 150 1,050

Providing and fixing 15 mm dia bibcock/mixer of Grohe or equivalent make with C.P pipe 15 mm dia. complete including pipe connections, all fittings, testing etc.

Providing and fixing bath room accessories set consisting of 7 pieces (soap dish, toilet paper holder, towel rail, Grohe or equivalent make.

Providing and installing Kitchen Sink Grohe or equivalent make, Grohe make 15 mm dia.T.stop cock,15 mm dia supply and 32 mm dia. waste water connections, waste coupling, P-trap complete including testing, colour as specified.

Providing, fixing, jointing and testing Polypropylene Random (PPR) pipes Dadex make "Polydex" or approved equivalent pressure pipe for cold water as per DIN 8077-8078 for pipes and DIN 16962,PN25 for fittings (polyfusion welded joints) inside building including fittings and specials (sockets, tees, elbows, bends, crosses, reducers, adaptor, plugs and union etc.) supported on walls or suspended from roof slab or run in chases including pipe hangers, supports, cutting and making good the chases and holes, complete in all respects.

Providing and installing ball valves of following nominal dia., kitz make ,including jointing ,fitting, painting, testing, complete in all respects to match with following G.I pipe diameters.


PLUMBING


Rate (Rs.)

Amount (Rs.)

1-1/2" i.d (50 mm) Nos. 4 200 800

2" i.d (63 mm) Nos. 2 265 530

3.1

2" dia Rft. 225 90 20,250

3" dia Rft. 430 140 60,200

4" dia Rft. 745 180 134,100

3.2 Nos. 10 500 5,000

3.3 Nos. 7 600 4,200

3.4 Nos. 10 5,000 50,000

3.5 Rft 610 90 54,900

Part-3: INTERNAL SEWERAGE , VENTS & ROOF DRAINAGE

Providing, fixing , cutting, jointing and testing uPVC piping conforming to ISO 3633:1991 ( wall thickness=3.2 mm) including uPVC fittings with solvent cement jointing Dadex make "Nikasi Type B" or approved equal , rates include cost of clamping to walls and ceiling , hangers, supports, cutting through walls and providing sleeves through concrete slabs for pipelines and pipe fittings of the following diameter:

Providing and fixing 4" dia uPVC Floor Trap of make Nikassi or approved equivalent including Stainless Steel grating ,and cover.

Providing and constructing gully trap of size 6" x 6" at locations shown on drawings with cover, complete in all respects.

Providing and making 9" thick brick masonry Manhole of 2'x2' size including, plastering, 18" dia C.I manhole cover, complete in all respects.

Reinforced cement concrete sewer pipes 6" dia conforming to ASTM C-14 Class 3 including fittings, excavation bedding, backfilling, etc, complete.


PLUMBING


Rate (Rs.)

Amount (Rs.)

Part-4: GAS SUPPLY

4.1

3/4" dia Rft. 295 40 11,800

1" dia Rft. 210 55 11,550

4.2

3/4" dia Nos. 6 120 720

Part-5: MISCELLANEOUS

5.1 Nos. 2 35,000 70,000

5.2 Nos. 4 13,500 54,000

Total: 1,288,000

Providing and fixing G.I. Pipe and fittings make IIL medium quality for gas supply from meter to kitchens of each floor including cutting trenches, burring in floors and walls. All buried pipes shall be provided with 3" wide bituminous tape winded around the pipe.

Providing and installing ball valves of following nominal dia, Kitz make, including jointing, fitting, painting, testing, complete in all respects to match with following G.I pipe dia meters.

Provide, install, test and commission clean water centrifugal submersible pumps of make KSB or approved equivalent of 25 gpm each capable of pumping against a total pumping head of 50 ft. coupled with water cooled electric motor of requiset HP, 250 volts, 1 - phase, 50 Hz. . The pump shall be provided with auto / manual switches, dry running protection, low / high level water controls with alternative standby duty operation system, complete in all repects.

Providing, installing, testing and commissioning stainless steel body gas geyser of 35 gallons capacity of Ambassadors or equivalent make including all necessary fittings, valves, complete in all respects.

Calculation of QuantitiesDescription No. L (ft) W (ft) H (ft) Qty.

1 EXCAVATION

4-4 1 124.5 4 3 1494

5-5 1 124.25 2.5 3 932

basement plan 1 4203 1 5.25 22066

Say 25716 Cft

2 ANTI TERMITE

In foundation

EXT WALLS 1 269.58 2.75 3 2224

1-1 1 139.125 2.75 3 1148

2-2 1 161.663 3.125 3 1516

3-3 1 18.75 2.5 3 141

4-4 1 41.25 2.75 3 340

F-1 11 4.5 4.5 3 668

base for swimming pool 1 15.25 23.625 5.25 1891

PILLER 4 4 4 3 168

under floor

Ground Floor Area

Ent.Pavers 1 310 310

Porc 1 20 18 356

Drawing 1 24 16 384

Passage +Stair all 1 591 591

Litcen 1 15.75 13.25 209

S.Q 1 8.50 8.5 72

Bat 1 13.00 10.5 137

Bed 1 15.00 20 300

1 8.63 6.83 59

swimming pool Podi. 1 20.75 1.67 35

Ext.Passage 1 49.50 5 248

1 49.25 5 246

First Floor Area

Sitting 1 6.25 5.5 34

Terrace 1 20.5 5.25 108

Living 1 18 15.75 284

Passege+Stair all 1 223.55 224

.Bed 1 16 14.5 232

D/Bat 1 21.125 8.67 183

Bed 1 15.75 13.25 209

1 14.5 14.5 210

Dress Bed 1 15 8.5 128

Landry 1 9 6.25 56

aid 1 10 10.5 105

Bat 1 6.25 4 25

Say 13480 Cft

Item No.

Calculation of QuantitiesDescription No. L (ft) W (ft) H (ft) Qty.Item

No.

3 LEAN CONC.

In foundation

EXT WALLS 1 269.58 2.75 0.33 245

1-1 1 139.125 2.75 0.33 126

2-2 1 161.663 3.125 0.33 167

3-3 1 18.75 2.5 0.33 15

4-4 1 41.25 2.75 0.33 37

F-1 11 4.5 4.5 0.33 74

base for swimming pool 1 15.25 23.625 0.33 119

PILLER 4 4 4 3 168

Say 998

4 R.C.C.

4 ROOF SLAB

GROUND FLOOR SLAB 1 2448.33 0.500 1224

FIRST FLOOR SLAB 1 2075.51 0.500 1038

Say 2375 Cft

e SLAB BEAMS

Ground Floor

B3 1 57.75 0.75 0.75 32

B4 1 18.75 0.75 1 14

LB2 1 9.83 0.75 0.75 6

LB3 1 20 0.75 0.75 11

LB4 1 15 0.75 1.5 17

CB1 1 112.125 1.5 0.33 56

CB2 1 12.125 1.25 0.33 5

CB3 1 42.67 1.75 0.33 25

CB6 1 46 1.75 0.33 27

PB1 1 21.25 1.25 1 27

PB2 1 5.83 0.75 0.5 2

First Floor

LB1 1 13.875 0.75 1 10

LB2 1 72.045 0.75 0.75 41

LB3 1 5.5 0.75 0.75 3

CB1 1 24.25 1.25 0.75 23

RB1 1 12.125 0.75 0.5 5

RB2 1 18.5 0.75 0.92 13

Sec. x - x 2 13.08 7.92 0.33 68

2 1.67 7.92 0.33 9

Side beam 2 7.92 0.75 1.75 21

Say 413 Cft

4 PARGOLAS

20 1.50 0.5 0.750 11

Say 11 Cft

4 FOOTINGS


No.

F1 1 4.00 4 0.750 12

Swimming Pool base 1 23.75 3.5 0.750 62

1 23.75 5.5 0.750 98

1 23.75 6.42 0.750 114

1 12.75 3.5 1.000 45

1 12.75 5.5 1.000 70

1 10.00 6.42 0.330 21

Say 444 Cft

R.C.C Stairs

GF, FF

Waste Slab 2 21.25 0.5 4.000 85

Steps 36 4.50 1 0.670 109

Say 194 Cft

R.C.C walls

Swimming Pool walls 2 23.75 0.5 4.580 109

2 12.75 0.5 4.580 58

Say 167 Cft

4 COLUMNS

Up to N.G.L

C1 13 1.50 1.5 5.000 146

Say 146 Cft

Ground Floor

C1 11 1.50 1.5 1.500 37

11 0.44 11.000 53

2 0.75 0.75 7.000 8

Say 98 Cft

First Floor

C1

7 0.44 11.000 34

Say 34 Cft

5 REINFORCMENT

Footings 1 444 4 1775

Columns 1 279 10 2787

Beams 1 413 10 4126

Slabs, Perapet, Pergola 1 2386 5 11931

R.C.C Walls 1 167 8 1337

21957 lbs

9959 Kg

Say 14 Tons

6 BRICK MASONRY > 9" and above IN FOUNDATION AND UP TO PL

Ext. Walls 1 252 1.68 1 422

1 252 0.75 5.5 1040

Internal walls

Kitchen+SQ 1 15.75 1.87 1.25 37

1 15.75 0.75 5.5 65


No.

1 8.5 1.87 1.25 20

1 8.5 0.75 5.5 35

Bath 1 15.75 1.87 1.25 37

1 15.75 0.75 5.5 65

1 14 1.87 1.25 33

1 14 0.75 5.5 58

Swimming 1 11.67 1.87 1.25 27

1 11.67 0.75 5.5 48

1 20.75 1.87 1.25 48

1 20.75 0.75 5.5 86

Boundry wall 1 270 1.87 1 504

1 270 0.75 5.5 1114

Description No. L (ft) W (ft) H (ft) Qty.

Say 3819 Cft

6 BRICK MASONRY ABOVE PL

GROUND FLOOR

DRAWING ROOM 2 14.75 0.75 10 221

DRAWING ROOM 2 12.75 0.75 10 191

BED FRONT 2 19.124 0.75 10 287

BED FRONT 2 17.75 0.75 10 266

BACK WALL 1 36.5 0.75 10 274

BED SIDE WALL 3 15.5 0.75 10 349

BED WALL 1 28 0.75 10 210

LOUNGE WALL 1 14.75 0.75 10 111

STORE 1 24.75 0.75 10 186

STORE 1 12.25 0.38 10 47

BED FRONT BATH 1 24.125 0.38 10 92

STAIR 1 21.66 0.75 10 162

STAIR BATH 2 6.41 0.38 10 49

STAIR BATH 1 4 0.38 10 15

LOBBY 2 6.5 0.75 10 98

KITCHNE LAUNDARY 2 16 0.75 10 240

KITCHNE LAUNDARY 1 9 0.75 10 68

KITCHNE LAUNDARY 1 5.75 0.38 10 22

LESS DOOR 1 -4 0.75 7 -21

LESS DOOR 6 -3.5 0.75 7 -110

LESS DOOR 3 -2.5 0.38 7 -20

LESS DOOR 1 -3 0.75 7 -16

2755 Cft

8 FLOOR

GROUND FLOOR

LAWN 1 12 5 1 34

PORCH 1 11 15.75 1 53

DRAWING 1 12 10 1 44

LOUNGE 1 24 10 1 67

FRONT AREA OF KITCHEN 1 9.00 5 1 28

BED 1 13.75 11 1 50

Item No.


No.

KITCHEN 1 9.00 6.75 1 32

BACK YARD 1 25.00 10 1 70

FIRST FLOOR

BED 1 14 11 1 50

STORE 1 9 6.75 1 32

LOUNGE 1 24 10 1 67

FRONT OF STR 1 9 5 1 28

BED 1 12.00 10 1 44

FRONT OF TERRACE 1 5.00 5 1 20

TERRACE 1 5.00 13 1 36

MUMTY 1 7.00 10 1 34

Err:522

SKIRTING

GROUND FLOOR

LAWN 2 12 5 1 68

PORCH 2 11 15.75 1 106

DRAWING 2 12 10 1 88

LOUNGE 2 24 10 1 134


BED 2 13.75 11 1 99

KITCHEN 2 9.00 6.75 1 63

BATH 2 8.00 6 1 56

BACK YARD 2 25.00 10 1 140

FIRST FLOOR 2

BED 2 14 11 1 99

STORE 2 9 6.75 1 63

LOUNGE 2 24 10 1 134


BED 2 12.00 10 1 88

BATH 2 5.00 5 1 40


TERRACE 2 5.00 13 1 72

MUMTY 2 7.00 10 1 68

212.25 155.25 2769 PLASTER ON WALLS

LAWN 2 12 5 10 680

PORCH 2 11 15.75 10 1060

DRAWING 2 12 10 10 880

LOUNGE 2 24 10 10 1340


BED 2 13.75 11 10 990

KITCHEN 2 9.00 6.75 10 630

BATH 2 8.00 6 10 560

BACK YARD 2 25.00 10 10 1400

FIRST FLOOR 2

BED 2 14 11 10 990

STORE 2 9 6.75 10 630


No.

LOUNGE 2 24 10 10 1340


BED 2 12.00 10 10 880

BATH 2 5.00 5 10 400


TERRACE 2 5.00 13 10 720

MUMTY 2 7.00 10 10 680

BOUNDRY WALL 1 59 7.00 1 41315113

9 PLASTER ON CEILING

LAWN 1 12 5 1 34

PORCH 1 11 15.75 1 53

DRAWING 1 12 10 1 44

LOUNGE 1 24 10 1 67


BED 1 13.75 11 1 50

KITCHEN 1 9.00 6.75 1 32

BATH 1 8.00 6 1 28

BACK YARD 1 25.00 10 1 70

FIRST FLOOR 1

BED 1 14 11 1 50

STORE 1 9 6.75 1 32

LOUNGE 1 24 10 1 67


BED 1 12.00 10 1 44

BATH 1 5.00 5 1 20


TERRACE 1 5.00 13 1 36

MUMTY 1 7.00 10 1 3415848

GLAZED TILE

GROUND FLOOR

BATH 1 8.00 6 1 28

BATH 1 5.00 5 1 20

BATH 1 28.00 7 1 70

BATH 1 20.00 7 1 54

17210 LAMINATED WOOD

D1 2 4 7 8

D2 6 4 7 147

D3 2 3 7 42

D4 2 3 7 35

23210 ALUMINUM WINDOWS

W1 2 8 5 16

W2 2 5 5 50

W3 1 4 3.5 14


No.

W4 2 4 5 40

DW 1 5 7 35

V1 2 3 2 12

16711 EXTERNAL FINISH

DRAWING EXTERNAL WALL 1 14 25 338

PORCH WALL 1 11.50 18 207

TERRACE 1 6.50 12.5 81

MUMTY 1 18.00 10 180806 Sft

9 ROOF INSULATION

FIRST FLOOR 1 25 34 850

9 CERAMIC TILES FLOOR (Master ) 8"x12"

GROUND FLOOR

BATH-1 1 10.00 12 120

DRESS 1 10.00 7.25 73

BATH-2 1 10.00 10 100

DRESS 1 10.00 9.75 98

BATH-3 1 11.00 13 143

DRESS 1 18.00 13.25 239

POW 1 8.00 8 64

PANT 1 10.00 8 80

KIT 1 17.00 14 238

LAND 1 8.00 5 40

SH/BTH 2 4.00 6 48

FIRST FLOOR 0

BATH-4 1 12 10 120

DRESS 1 10 7.25 73

BATH-5 1 10 10 100

DRESS 1 10 9.25 93

Say 1627 Sft9 Terrazo Finish

GROUND FLOOR

SER. 1 12.00 12 1441 8 8 64

Say 208 Sft

9 STONE FINISH TILE

GROUND FLOOR

SITTING 1 22 13.25 292

COVERED PATIO 1 30 20 30

OUTER KIT 1 16.00 21.75 348

DINING 1 20.00 20 400

DRAWING 1 23.00 20 460

VER 1 20.00 20 400

PASSAGE 1 48.00 8 384

1 62.00 8 496

STAIR CASE 1 14.00 12 168


No.

POW 1 8.00 8 64

CROC 1 7.00 8 56

PANT 1 10.00 8 80

OPEN SITTING 1 43.50 14.6 635

1 30.00 20 600

1 16.00 16 256

OPEN BAR 1 20.00 20 400

FIRST FLOOR 0

PASSAGE 1 48 8 384

Say 5453 Sft10 TUFF PAVERS

GROUND FLOOR

PORCH 1 1750 1750

Say 1750 Sft10 BRICK TILE ON ROOF

1 7958.49 1 7958

1 22 22 484

1 39.75 20 795

923710 WOOD SKIRTING

GROUND FLOOR

BED 2 20 18 0.33 50

M.BED 1 18 18 0.33 24

FIRST FLOOR 0.33 0

BED 2 20 18 0.33 50Say 130 Sft

11 PORCLINE TILE SK

GROUND FLOOR

SITTING 1 22 13.25 0.33 23

PASSAGE 1 48.00 8 0.33 37

1 62.00 8 0.33 46

STAIR CASE 1 14.00 12 0.33 17

CROC 1 7.00 8 0.33 10

PANT 1 10.00 8 0.33 12

KIT 1 17.00 14 0.33 20

SER. 1 12.00 12 0.33 16

LAND 1 8.00 5 0.33 9

Say 190 Sft

9 CERAMIC TILES FLOOR (Master ) 8"x12"

GROUND FLOOR

BATH-1 1 10.00 12 7 308

DRESS 1 10.00 7.25 7 242

BATH-2 1 10.00 10 7 280

DRESS 1 10.00 9.75 7 277

BATH-3 1 11.00 13 7 336

DRESS 1 18.00 13.25 7 438

POW 1 8.00 8 7 224


No.

PANT 1 10.00 8 7 252

KIT 1 17.00 14 7 434

LAND 1 8.00 5 7 182

SH/BTH 2 4.00 6 7 280

FIRST FLOOR 7 0

BATH-4 1 12 10 7 308

DRESS 1 10 7.25 7 242

BATH-5 1 10 10 7 280

DRESS 1 10 9.25 7 270

Say 4351 Sft

11 SOID WOODEN DOORS

D3 3 4 8 96

D4 0

D5 3 3.75 8 90

D6 2 3 8 48

D7 3 3 8 72

D8 4 2.75 8 88

D9 1 2.5 8 20

414 Sft

11 GLAZED WOODEN DOORS

D1 1 5 8 40

D2 3 4 8 96

136 Sft

11 Sliding Door

SD1 1 4 8 96

96 Sft

13 STAIRS FINISH (GR)

GROUND FLOOR

PODIUM 1 22 22 484

RISER 3 22 1.58 104

MAIN STAIR TR 21 4 1 84

RISER 22 4 0.58 51Say 723 Sft

14 MARBLE VENITY/KIT TOP

BATH 2 9 1.6 29

1ST FLOOR

BATH 1 7.5 1.5 11

BATH 1 5 1.5 8

Say 48 Sft

14 Cabnit Wall mounted

KIT 1 32.375 2 65

Say 65 Sft


No.

14 Cabnit Floor mounted

KIT 1 32.375 2.75 89

Say 89 Sft

25 WINDOWS GLAZEDW1 1 16 16 256W2 1 15 16 240W3 1 13 8 104W4 1 13 12 156W5 4 12 7.5 360W6 2 21 16 672W7 2 10 16 320W8 4 8 7 224W9 1 8 5 40W10 2 6 5 60W11 1 4.75 7.5 36W12 1 4 5 20W13 1 3 5 15W14 2 2 2.5 10

2513 Sft28 STAIR RAILNG

GF 1 28 2.75 77FF 2 12 2.75 66

Say 143 Sft

29 STEEL STAIR 1 1 Sft

30 WARD ROBESGROUND FLOORBed 1 14.455 10 145F.F 2 7 10 140

1 8.625 10 861 10.625 10 106

477 SFT

11 Graphiiotoo

Around Building 1 245 12 2940

Around Building 1 241 12 2892

Less Doors -136

Less Windows -25133343 SFT

11 Vynile Emultion on ceiling

GROUND FLOORPorc 1 20 18 356Drawing 1 24 16 384Passage +Stair all 1 591 591Litcen 1 15.75 13.25 209S.Q 1 8.50 8.5 72Bat 1 13.00 10.5 137Bed 1 15.00 20 300

1 8.63 6.83 59swimming pool Podi. 1 20.75 1.67 35Ext.Passage 1 49.50 5 248

1 49.25 5 246FIRST FLOOR


No.

Sitting 1 6.25 5.5 34Terrace 1 20.5 5.25 108Living 1 18 15.75 284Passege+Stair all 1 223.55 224.Bed 1 16 14.5 232D/Bat 1 21.125 8.67 183Bed 1 15.75 13.25 209

1 14.5 14.5 210Dress Bed 1 15 8.5 128Landry 1 9 6.25 56aid 1 10 10.5 105Bat 1 6.25 4 25

11 Vynile Emultion on walls

GROUND FLOORPorc 1 20 18 10 755Litcen 1 15.75 13.25 5 290S.Q 1 8.50 8.5 10 340Bath 1 13.00 10.5 5 235FIRST FLOORSitting 1 6.25 5.5 10 235D/Bat 1 21.125 8.67 5 298Dress Bed 1 15 8.5 10 470Landry 1 9 6.25 10 305maid 1 10 10.5 10 410Bath 1 6.25 4 5 103

7873 SFT11 Texture Coating

GROUND FLOORDrawing 1 24 16 10 800Passage +Stair all 1 591 1 591Bed 1 15.00 20 10 700

1 8.63 6.83 10 309FIRST FLOORSitting 1 6.25 5.5 10 235Living 1 18 15.75 10 675Passege+Stair all 1 223.55 10 224.Bed 1 16 14.5 10 610Bed 1 15.75 13.25 10 580

1 14.5 14.5 10 580Dress Bed 1 15 8.5 10 470

5774 SFT

27

SALMAN TASEER FARM HOUSE

MEASUREMENT SHEETS

STRUCTURAL WORKS

SI. No. DESCRIPTION NO.MEASUREMENT

ContentsLength Breadth Height

1 Excavation

F1 18 5.50 5.50 2.25 1225.13

F2 5 4.00 4.00 2.25 180.00

F3 4 4.50 4.50 2.25 182.25

F4 1 4.00 4.00 2.25 36.00

F4A 1 4.00 4.00 2.25 36.00

Cavity Wall 1 162.00 3.50 2.25 1275.75

1 6.75 3.50 2.25 53.16

1 22.00 3.50 2.25 173.25

1 45.00 3.50 2.25 354.38

1 5.00 3.50 2.25 39.38

1 26.50 3.50 2.25 208.69

1 18.50 3.50 2.25 145.69

2 13.00 3.50 2.25 204.75

1 13.75 3.50 2.25 108.28

1 6.75 3.50 2.25 53.16

1 14.83 3.50 2.25 116.79

2 6.50 3.50 2.25 102.38

1 14.50 3.50 2.25 114.19

1 4.00 3.50 2.25 31.50

1 32.00 3.50 2.25 252.00

1 8.00 3.50 2.25 63.00

1 48.00 3.50 2.25 378.00

2 18.50 3.50 2.25 291.38

1 47.00 3.50 2.25 370.13

1 10.00 3.50 2.25 78.75

1 32.00 3.50 2.25 252.00

3 25.75 3.50 2.25 608.34

Note: All measurements are calculated for estimate only. These measurements cannot be used for payments.

28

STRUCTURAL WORKS




Sec 2-2 5 20.00 3.00 2.25 675.00

1 13.00 3.00 2.25 87.75

1 10.00 3.00 2.25 67.50

1 60.25 3.00 2.25 406.69

1 6.00 3.00 2.25 40.50

2 17.00 3.00 2.25 229.50

1 20.00 3.00 2.25 135.00

1 22.00 3.00 2.25 148.50

Sec 2a-2a 1 6.75 3.00 2.25 45.56

2 7.75 3.00 2.25 104.63

Sec 3-3 1 12.00 2.00 1.75 42.00

2 5.00 2.00 1.75 35.00

2 17.08 2.00 1.75 119.58

1 27.17 2.00 1.75 95.10

Sec 4-4 1 6.75 2.75 2.25 41.77

" 1 10.00 2.75 2.25 61.88

" 1 10.75 2.75 2.25 66.52

Swimming pool 1 1450.00 6.00 8700.00

Water pound 1 620.00 3.00 1860.00

Fire Place Raft 1 7.00 3.00 3.00 63.00

Total: 19959.74 Cft

Sand filling

Total Qty of excavation 1 19959.74

Less Brick work in foundation -1 -4521.32

Less lean conc. in foundation -1 -7026.25

Less foundation -1 -1500.43

Total: 6911.75 Cft

Termite proofing

F1 18 5.50 5.50 544.50

F2 5 4.00 4.00 80.00

F3 4 4.50 4.50 81.00

29

STRUCTURAL WORKS




F4 1 4.00 4.00 16.00

F4A 1 4.00 4.00 16.00

Cavity Wall 1 162.00 3.50 567.00

1 6.75 3.50 23.63

1 22.00 3.50 77.00

1 45.00 3.50 157.50

1 5.00 3.50 17.50

1 26.50 3.50 92.75

1 18.50 3.50 64.75

2 13.00 3.50 91.00

1 13.75 3.50 48.13

1 6.75 3.50 23.63

1 14.83 3.50 51.91

2 6.50 3.50 45.50

1 14.50 3.50 50.75

1 4.00 3.50 14.00

1 32.00 3.50 112.00

1 8.00 3.50 28.00

1 48.00 3.50 168.00

2 18.50 3.50 129.50

1 47.00 3.50 164.50

1 10.00 3.50 35.00

1 32.00 3.50 112.00

3 25.75 3.50 270.38

Sec 2-2 5 20.00 3.00 300.00

1 13.00 3.00 39.00

1 10.00 3.00 30.00

1 60.25 3.00 180.75

1 6.00 3.00 18.00

2 17.00 3.00 102.00

1 20.00 3.00 60.00

30

STRUCTURAL WORKS




1 22.00 3.00 66.00

Sec 2a-2a 1 6.75 3.00 20.25

2 7.75 3.00 46.50

Sec 3-3 1 12.00 2.00 24.00

2 5.00 2.00 20.00

2 17.08 2.00 68.33

1 27.17 2.00 54.34

2 Sec 4-4 1 6.75 2.75 18.56

" 1 10.00 2.75 27.50

" 1 10.75 2.75 29.56

Swimming pool 1 1450.00 1450.00

Water pound 1 620.00 0.54 334.80

Fire Place Raft 1 7.00 3.00 1.00 21.00

under floor 1 11780.00 11780.00 Cft

4 Total: 17772.50

Reinforcement bars

Qty as per Footings 3.50 1500 Cft 5251.49 Kg

Qty of slab & stair concrete 4.00 6123 Cft 24490.35 Kg

Qty of beams & lintle concrete 5.00 1642 Cft 8207.86 Kg

Qty of column & walls concrete 6.00 2636 Cft 15817.85 Kg

5 Total: 53767.54

F1 18 5.50 5.50 0.50 272.25

F2 5 4.00 4.00 0.50 40.00

F3 4 4.50 4.50 0.50 40.50

F4 1 4.00 4.00 0.50 8.00

F4A 1 4.00 4.00 0.50 8.00

Cavity Wall 1 162.00 3.50 0.50 283.50

P.C.C. 1:4:8 using crushed stone under foundation

31

STRUCTURAL WORKS




1 6.75 3.50 0.50 11.81

1 22.00 3.50 0.50 38.50

1 45.00 3.50 0.50 78.75

1 5.00 3.50 0.50 8.75 Cft

1 26.50 3.50 0.50 46.38

1 18.50 3.50 0.50 32.38

2 13.00 3.50 0.50 45.50

1 13.75 3.50 0.50 24.06

1 6.75 3.50 0.50 11.81

1 14.83 3.50 0.50 25.95

2 6.50 3.50 0.50 22.75

1 14.50 3.50 0.50 25.38

1 4.00 3.50 0.50 7.00

1 32.00 3.50 0.50 56.00

1 8.00 3.50 0.50 14.00 Cft

1 48.00 3.50 0.50 84.00

6 2 18.50 3.50 0.50 64.75

1 47.00 3.50 0.50 82.25

1 10.00 3.50 0.50 17.50

1 32.00 3.50 0.50 56.00

3 25.75 3.50 0.50 135.19

Sec 2-2 5 20.00 3.00 0.50 150.00

1 13.00 3.00 0.50 19.50

1 10.00 3.00 0.50 15.00

1 60.25 3.00 0.50 90.38

1 6.00 3.00 0.50 9.00

2 17.00 3.00 0.50 51.00

1 20.00 3.00 0.50 30.00

1 22.00 3.00 0.50 33.00

Sec 2a-2a 1 6.75 3.00 0.50 10.13

2 7.75 3.00 0.50 23.25

32

STRUCTURAL WORKS




Sec 3-3 1 12.00 2.00 0.50 12.00

2 5.00 2.00 0.50 10.00

2 17.08 2.00 0.50 34.17

1 27.17 2.00 0.50 27.17

Sec 4-4 1 6.75 2.75 0.50 9.28

" 1 10.00 2.75 0.50 13.75

" 1 10.75 2.75 0.50 14.78

Swimming pool 1 1450.00 0.50 725.00

Water pound 1 620.00 0.50 310.00

Fire Place Raft 1 7.00 3.00 0.50 10.50

under floor 1 11780.00 0.33 3887.40

Total: 7026.25 Cft

R.C.C. 1:1/2:3 in foundations

F1 18 5.00 5.00 0.75 337.50

F2 5 3.50 3.50 0.50 30.63

F3 4 4.00 4.00 0.50 32.00

F4 1 3.50 3.50 0.50 6.13

F4A 1 3.50 3.50 0.50 6.13

Swimming pool Raft 1 1450.00 0.50 725.00

Water pound 1 620.00 0.54 334.80

Fire Place Raft 1 7.00 3.00 0.50 10.50

FB1 1 17.75 1.00 1.00 17.75

Total: 1500.43 Cft

R.C.C. 1:1/2:3 in Slab, Beams & Lintels

Ground floor

Slab (Ground floor) 1 6960.00 Sft 0.50 3480.00

1 500.00 Sft 0.50 250.00

1 785.00 Sft 0.58 455.30

33

STRUCTURAL WORKS




Slab (1st floor) 1 1338.00 Sft 0.50 669.00

1 632.00 Sft 0.79 499.28

Total: 5353.58 Cft

Beams

Ground floor

B1 2 39.25 1.25 1.42 139.34

B2 2 18.50 0.75 1.58 43.85

B3 1 37.08 0.75 1.58 43.94

B4 1 20.33 1.25 0.33 8.39

1 11.50 1.25 0.33 4.74

1 22.00 1.25 0.33 9.08

B5 1 24.25 0.75 1.50 27.28

B6 1 22.17 0.75 1.00 16.63

1 43.00 0.75 1.00 32.25

B7 1 8.00 1.00 0.33 2.64

B8 1 18.00 2.00 0.33 11.88

B9 1 14.00 1.25 0.75 13.13

B10 1 13.75 1.50 0.75 15.47

B11 2 67.00 1.25 2.00 335.00

B12 2 19.25 1.00 1.00 38.50

B13 1 59.00 1.50 0.75 66.38

P1 12 18.00 0.67 1.00 144.72

P2 2 41.00 0.67 2.00 109.88

P3 9 13.00 0.50 1.00 58.50

PB1 1 33.00 1.00 1.00 33.00

SB1 1 18.75 4.00 0.83 62.25

SB2 1 6.00 0.83 0.83 4.13

1st floor

P1 27 8.00 0.67 1.00 144.72

P2 1 60.75 0.67 2.00 81.41

LB1 1 22.00 0.75 2.00 33.00

34

STRUCTURAL WORKS




Lintels doors

L1 3.00 0.75 0.50 0.00

L2 3.25 0.75 0.50 0.00

L3 2 3.50 1.25 0.50 4.38

L4 3.75 0.75 0.50 0.00

L5 2 4.00 1.25 0.50 5.00

L6 5 4.25 0.75 0.50 7.97

L7 13 4.50 0.75 0.75 32.91

L7a 4.75 0.75 0.75 0.00

L8 5.00 0.75 0.75 0.00

L9 5 5.25 0.75 0.75 14.77

L10 3 5.50 0.75 0.75 9.28

L11 5.75 0.75 0.75 0.00

L12 1 6.00 0.75 0.75 3.38

L13 6.25 0.75 0.75 0.00

L14 6.50 0.75 0.75 0.00

L15 6.75 0.75 0.75 0.00

L16 7.00 0.75 0.75 0.00

L17 7.25 0.75 0.75 0.00

L18 2 7.50 0.75 0.75 8.44

L19 8.00 0.75 0.75 0.00

L20 8.50 0.75 0.75 0.00

L21 9.00 0.75 0.75 0.00

L21a 9.25 0.75 0.75 0.00

L22 5 11.00 0.75 0.75 30.94

L23 11.50 0.75 0.75 0.00

L24 12.00 0.75 1.50 0.00

L25 12.50 0.75 1.50 0.00

L26 2 13.00 0.75 1.50 29.25

L27 1 13.50 0.75 1.50 15.19

35

STRUCTURAL WORKS




Total: 1641.57 Cft

R.C.C. 1:1:2 in Stairs

Main staircase (waste slab) 1 36.25 4.00 0.58 84.10

Steps 4.0 4.00 1.00 0.58 9.28

4.0 4.00 1.13 0.58 10.44

Main enterance steps (waste slab) 1 24.00 5.00 0.50 60.00

Steps 1.5 24.00 1.50 0.58 31.32

3 8.75 4.60 0.50 60.38

Steps 10.5 4.50 1.00 0.58 27.41

Lhort waste Steps (waste slab) 1 9.00 3.75 0.50 16.88

Steps 1.5 9.00 1.00 0.58 7.83

Total: 307.63 Cft

Cft

Walls (Swimming pool) 1 174.00 0.75 6.25 815.63

1 185.00 0.75 1.50 208.13

Walls (water pound) 1 102.00 0.50 6.25 318.75

1 57.50 0.50 6.25 179.69

12 5.00 0.33 6.25 123.75

6 5.00 1.25 0.75 28.13

Ground floor

C1 4 1.50 1.50 23.33 209.97 Cft

C2 5 0.79 23.33 91.57

C3 10 1.00 1.00 23.33 233.30

C4 7 1.00 1.25 23.33 204.14

C5 2 0.79 23.33 36.63

C6 4 1.00 2.00 23.33 186.64

First floor Total: 2636.31 Cft

C4 2 1.00 1.25 11.00 27.50

3 No,s short waste Steps (waste slab)

R.C.C. 1:1:2 in Columns, Retaining walls, Lift well and Parapet

36

STRUCTURAL WORKS




C6 4 1.00 2.00 11.00 88.00

parapet 1 127.75 0.33 2.50 105.39

1 125.00 0.33 2.50 103.13

1 82.50 0.33 2.50 68.06

1 84.00 0.33 2.50 69.30

Total: 461.38 Cft

Brick Masonry in foundation

Ground Floor

Cavity Wall 1 162.00 2.25 0.50 182.25

1 162.00 1.88 0.50 151.88

1 162.00 1.50 0.50 121.50

1 162.00 1.13 9.25 1685.81

1 6.75 2.25 0.50 7.59

1 6.75 1.88 0.50 6.33

1 6.75 1.50 0.50 5.06

1 6.75 1.13 9.25 70.24

1 22.00 2.25 0.50 24.75

1 22.00 1.88 0.50 20.63

1 22.00 1.50 0.50 16.50

1 22.00 1.13 9.25 228.94

1 45.00 2.25 0.50 50.63

1 45.00 1.88 0.50 42.19

1 45.00 1.50 0.50 33.75

1 45.00 1.13 9.25 468.28

1 5.00 2.25 0.50 5.63

1 5.00 1.88 0.50 4.69

1 5.00 1.50 0.50 3.75

1 5.00 1.13 9.25 52.03

1 26.50 2.25 0.50 29.81

1 26.50 1.88 0.50 24.84

37

STRUCTURAL WORKS




1 26.50 1.50 0.50 19.88

1 26.50 1.13 9.25 275.77

1 18.50 2.25 0.50 20.81

1 18.50 1.88 0.50 17.34

1 18.50 1.50 0.50 13.88

1 18.50 1.13 9.25 192.52

2 13.00 2.25 0.50 29.25

2 13.00 1.88 0.50 24.38

2 13.00 1.50 0.50 19.50

2 13.00 1.13 9.25 270.56

1 13.75 2.25 0.50 15.47

1 13.75 1.88 0.50 12.89

1 13.75 1.50 0.50 10.31

1 13.75 1.13 9.25 143.09

1 6.75 2.25 0.50 7.59

1 6.75 1.88 0.50 6.33

1 6.75 1.50 0.50 5.06

1 6.75 1.13 9.25 70.24

1 14.83 2.25 0.50 16.68

1 14.83 1.88 0.50 13.90

1 14.83 1.50 0.50 11.12

1 14.83 1.13 9.25 154.32

2 6.50 2.25 0.50 14.63

2 6.50 1.88 0.50 12.19

2 6.50 1.50 0.50 9.75

2 6.50 1.13 9.25 135.28

1 14.50 2.25 0.50 16.31

1 14.50 1.88 0.50 13.59

1 14.50 1.50 0.50 10.88

1 14.50 1.13 9.25 150.89

1 4.00 2.25 0.50 4.50

38

STRUCTURAL WORKS




1 4.00 1.88 0.50 3.75

1 4.00 1.50 0.50 3.00

1 4.00 1.13 9.25 41.63

1 32.00 2.25 0.50 36.00

1 32.00 1.88 0.50 30.00

1 32.00 1.50 0.50 24.00

1 32.00 1.13 9.25 333.00

1 8.00 2.25 0.50 9.00

1 8.00 1.88 0.50 7.50

1 8.00 1.50 0.50 6.00

1 8.00 1.13 9.25 83.25

1 48.00 2.25 0.50 54.00

1 48.00 1.88 0.50 45.00

1 48.00 1.50 0.50 36.00

1 48.00 1.13 9.25 499.50

2 18.50 2.25 0.50 41.63

2 18.50 1.88 0.50 34.69

2 18.50 1.50 0.50 27.75

2 18.50 1.13 9.25 385.03

1 47.00 2.25 0.50 52.88

1 47.00 1.88 0.50 44.06

1 47.00 1.50 0.50 35.25

1 47.00 1.13 9.25 489.09

1 10.00 2.25 0.50 11.25

1 10.00 1.88 0.50 9.38

1 10.00 1.50 0.50 7.50

1 10.00 1.13 9.25 104.06

1 32.00 2.25 0.50 36.00

1 32.00 1.88 0.50 30.00

1 32.00 1.50 0.50 24.00

1 32.00 1.13 9.25 333.00

39

STRUCTURAL WORKS




3 25.75 2.25 0.50 86.91

3 25.75 1.88 0.50 72.42

3 25.75 1.50 0.50 57.94

3 25.75 1.13 9.25 803.88

Sec 2-2 5 20.00 2.25 0.50 112.50

5 20.00 1.88 0.50 93.75

5 20.00 1.50 0.50 75.00

5 20.00 1.13 0.50 56.25

5 20.00 0.75 9.25 693.75

1 13.00 2.25 0.50 14.63

1 13.00 1.88 0.50 12.19

1 13.00 1.50 0.50 9.75

1 13.00 1.13 0.50 7.31

1 13.00 0.75 9.25 90.19

1 10.00 2.25 0.50 11.25

1 10.00 1.88 0.50 9.38

1 10.00 1.50 0.50 7.50

1 10.00 1.13 0.50 5.63

1 10.00 0.75 9.25 69.38

1 60.25 2.25 0.50 67.78

1 60.25 1.88 0.50 56.48

1 60.25 1.50 0.50 45.19

1 60.25 1.13 0.50 33.89

1 60.25 0.75 9.25 417.98

1 6.00 2.25 0.50 6.75

1 6.00 1.88 0.50 5.63

1 6.00 1.50 0.50 4.50

1 6.00 1.13 0.50 3.38

1 6.00 0.75 9.25 41.63

2 17.00 2.25 0.50 38.25

40

STRUCTURAL WORKS




2 17.00 1.88 0.50 31.88

2 17.00 1.50 0.50 25.50

2 17.00 1.13 0.50 19.13

2 17.00 0.75 9.25 235.88

1 20.00 2.25 0.50 22.50

1 20.00 1.88 0.50 18.75

1 20.00 1.50 0.50 15.00

1 20.00 1.13 0.50 11.25

1 20.00 0.75 9.25 138.75

1 22.00 2.25 0.50 24.75

1 22.00 1.88 0.50 20.63

1 22.00 1.50 0.50 16.50

1 22.00 1.13 0.50 12.38

1 22.00 0.75 9.25 152.63

Sec 2a-2a 1 6.75 2.25 0.50 7.59

1 6.75 1.88 0.50 6.33

1 6.75 1.50 0.50 5.06

1 6.75 1.13 0.50 3.80

1 6.75 0.75 9.25 46.83

2 7.75 2.25 0.50 17.44

2 7.75 1.88 0.50 14.53

2 7.75 1.50 0.50 11.63

2 7.75 1.13 0.50 8.72

2 7.75 0.75 9.25 107.53

Sec 3-3 1 12.00 1.88 0.50 11.25

1 12.00 1.50 0.50 9.00

1 12.00 1.13 0.50 6.75

1 12.00 0.75 9.25 83.25

2 5.00 1.88 0.50 9.38

2 5.00 1.50 0.50 7.50

2 5.00 1.13 0.50 5.63

41

STRUCTURAL WORKS




2 5.00 0.75 9.25 69.38

2 17.08 1.88 0.50 32.03

2 17.08 1.50 0.50 25.62

2 17.08 1.13 0.50 19.22

2 17.08 0.75 9.25 236.99

1 27.17 1.88 0.50 25.47

1 27.17 1.50 0.50 20.38

1 27.17 1.13 0.50 15.28

1 27.17 0.75 9.25 188.49

Sec 4-4 1 6.75 2.25 0.50 7.59

1 6.75 1.88 0.50 6.33

1 6.75 1.50 0.50 5.06

1 6.75 1.13 0.50 3.80

1 6.75 0.75 9.25 46.83

" 1 10.00 2.25 0.50 11.25

1 10.00 1.88 0.50 9.38

1 10.00 1.50 0.50 7.50

1 10.00 1.13 0.50 5.63

1 10.00 0.75 9.25 69.38

" 1 10.75 2.25 0.50 12.09

1 10.75 1.88 0.50 10.08

1 10.75 1.50 0.50 8.06

1 10.75 1.13 0.50 6.05

1 10.75 0.75 9.25 74.58

Total: 12868.36 Cft

Brick Masonry

Ground floor

Cavity Wall 1 162.00 13.00 2106.00

1 6.75 13.00 87.75

1 22.00 13.00 286.00

1 45.00 13.00 585.00

42

STRUCTURAL WORKS




1 5.00 13.00 65.00

1 26.50 13.00 344.50

1 18.50 13.00 240.50

2 13.00 13.00 338.00

1 13.75 13.00 178.75

1 6.75 13.00 87.75

1 14.83 13.00 192.79

2 6.50 13.00 169.00

1 14.50 13.00 188.50

1 4.00 13.00 52.00

1 32.00 13.00 416.00

1 8.00 13.00 104.00

1 48.00 13.00 624.00

2 18.50 13.00 481.00

1 47.00 13.00 611.00

1 10.00 13.00 130.00

11 1 32.00 13.00 416.00

3 25.75 13.00 1004.25

-1 76.00 13.00 -988.00

Total: 7719.79 Sft

Sec 2-2 5 20.00 0.75 13.00 975.00

1 13.00 0.75 13.00 126.75

1 10.00 0.75 13.00 97.50

1 60.25 0.75 13.00 587.44

1 6.00 0.75 13.00 58.50

2 17.00 0.75 13.00 331.50

1 20.00 0.75 13.00 195.00

1 22.00 0.75 13.00 214.50

Sec 2a-2a 1 6.75 0.38 13.00 32.91

2 7.75 0.38 13.00 75.56

Sec 3-3 1 12.00 0.75 13.00 117.00

43

STRUCTURAL WORKS




2 5.00 0.75 13.00 97.50

2 17.08 0.75 13.00 333.06

1 27.17 0.75 13.00 264.91

Sec 4-4 1 6.75 0.75 13.00 65.81

1 10.00 0.75 13.00 97.50

1 10.75 0.75 13.00 104.81

1st floor

1 22.00 1.13 11.00 272.25

1 60.75 1.13 11.00 751.78

1 13.17 1.13 11.00 162.98

1 30.25 1.13 11.00 374.34

Sec 2-2 4 20.00 0.75 13.00 780.00

2 10.00 0.75 13.00 195.00

Deductions

D1 -1 4.50 0.75 8.00 -27.00

D2 -2 4.00 0.75 8.00 -48.00

D3 -5 3.75 0.75 8.00 -112.50

D4 -11 3.00 0.75 8.00 -198.00

D5 -4 2.75 0.75 8.00 -66.00

D6 -2 2.50 0.75 13.00 -48.75

-2 10.00 0.75 13.00 -195.00

-2 10.00 0.75 13.00 -195.00

Total: 5421.35 Cft

Sec 2a-2a 1 6.75 13.00 87.75

2 7.75 13.00 201.50

Total: 289.25 Sft

Horizontal D.P.C

Cavity Wall 2 162.00 1.13 364.50

2 6.75 1.13 15.19

44

STRUCTURAL WORKS




2 22.00 1.13 49.50

2 45.00 1.13 101.25

2 5.00 1.13 11.25

2 26.50 1.13 59.63

2 18.50 1.13 41.63

22 4 13.00 1.13 58.50

2 13.75 1.13 30.94

2 6.75 1.13 15.19

2 14.83 1.13 33.37

4 6.50 1.13 29.25

2 14.50 1.13 32.63

2 4.00 1.13 9.00

2 32.00 1.13 72.00

2 8.00 1.13 18.00

2 48.00 1.13 108.00

4 18.50 1.13 83.25

2 47.00 1.13 105.75

2 10.00 1.13 22.50

2 32.00 1.13 72.00

6 25.75 1.13 173.81

-1 76.00 1.13 -85.50

Sec 2-2 5 20.00 0.75 75.00

1 13.00 0.75 9.75

1 10.00 0.75 7.50

1 60.25 0.75 45.19

1 6.00 0.75 4.50

2 17.00 0.75 25.50

1 20.00 0.75 15.00

1 22.00 0.75 16.50

Sec 2a-2a 1 6.75 0.38 2.53

2 7.75 0.38 5.81

45

STRUCTURAL WORKS




Sec 3-3 1 12.00 0.75 9.00

2 5.00 0.75 7.50

2 17.08 0.75 25.62

1 27.17 0.75 20.38

Sec 4-4 2 6.75 0.75 10.13

2 10.00 0.75 15.00

2 10.75 0.75 16.13

Total: 1732.65 Sft

5marla

Documents