BILL OF MATERIALOF

CONSTRUCTION OF GOVERNMENT I.T. COLLEGE, KHAIRPUR

S.NO. DESCRIPTION UNIT QTY Rate Amount

1 PILING WORK

4" dia Rft 120 2

(i) 50mm diameter pipe (2"0) Rft 40 (ii) 75 mm diameter pipe (3"0) Rft 60 (iii) 110 mm diameter pipe (4"0) Rft 400 b) Unplasticized polyvinyl chloride (UPVC) pipe(i) 50 mm diameter pipe (2"0) Rft 10 (ii) 75 mm diameter pipe (3"0) Rft 15 (iii) 110 mm diameter pipe (4"0) Rft 160 (iv) 160mm diameter pipe (6"0) Rft 260

3

(i) 32 mm pipe (1-1/2"0) (Rate only) Rft(ii) 50 mm pipe (2"0) Rft 240 (iii) 75 mm pipe (3"0) Rft 480 (iv) 110 mm pipe (4"0) Rft(b) Unplasticized polyvinyl chloride (UPVC) pipe(i) 50 mm diameter pipe (2"0) Rft 60 ii) 75 mm diameter pipe (3"0) Rft 150

B) Drainage specialties/fixtures(a) Floor drain. 100 mm diameter 85 No Nos 85 (b) Gully trap, 450 x 450 mm Nos 5 ( c)Grease trap, JR Smith 8000 series, FIG. 8004 6 No Nos 6 (d) Floor clean out Nos 556 (e) Clean out Nos(f) Rain Water Outlet, Cl (Scupper Type) 2 No Nos 2 (g) Vent Cowl(i) 50mm Dia (Rate only) Nos(i) 75mm Dia Nos 2 (i) 100mm Dia Nos 2 (h) Catch Basin With Cl Grating (C) Manholes and chambers(i) Manhole, 600x600 mm Nos 9

5

Nos 52 (2) C.P. Angle Valve for cisterns water inlet Nos 52 (3) C.P. connectors with nuts and fittings Nos 52 (4) Muslim Showers Nos 52 (5) C.P. Angle Valve for Nos 52 (B) EASTERN WATER CLOSET (Porta#HD13) Nos 1 (2) C.P. Angle Valve for cisterns water inlet Nos 1 (3) C.P. connectors with nuts and fittings Nos 1

(4) Muslim Showers with flexible hose, valve nozzle spout (Zilver) Nos 1 (5) C.P. Angle Valve for Muslim shower water inlet Nos 1

Nos 5 (2) C.P. flush vaive Nos 5 (3) C.P. connectors with nuts and fittings Nos 5

(4) Muslim Showers with flexible hose, valve nozzle spout (Zilver) Nos 5 (5) C.P. Angle Valve for Muslim shower water inlet Nos 5

Nos 38 (2) C.P. Tee Valves for wash basins hot and cold water inlet Nos 76 (3) C.P. Bottle Trap for wash basin Nos 38

(4) Complete cold/hot water mixer valve for wash basins. (Zilver) Nos 38

Nos 6 (2) Complete cold/hot water mixer valve for sink (Zilver) Nos 6

Nos 6

6

(i) 20 mm Pipe 460 ft Rft 460 (ii) 25 mm Pipe 900 ft Rft 900 (iii) 32 mm Pipe 350 ft Rft 350 (iv) 40 mm Pipe 210 ft Rft 210 (v) 50 mm Pipe 200 ft Rft 200 (vi) 63 mm Pipe 15 ft Rft 15 (vii) 75 mm Pipe Rft 200 (B) Valves and pipe specialties25 mm gate valve and jointing to PPR pipe 3 No Nos 3 32 mm gate valve and jointing to PPR pipe 1 No Nos 1 40 mm gate valve and jointing to PPR pipe 5 No Nos 5 50 mm gate valve and jointing to PPR pipe 2 No Nos 2 63 mm gate valve and jointing to PPR pipe Nos 1

set 1 7

i 50 Usgallons Nos 4 ii Valves, air vent etc. Lot 1

(i) 20 mm Pipe Rft 350 (ii) 25 mm Pipe Rft 150 (iii) 32 mm Pipe 120 ft Rft 120 (v) 40 mm Pipe 60 ft Rft 60 (vi) 50 mm Pipe Rft 200 (C) Valves and pipe specialtie25 mm gate valve and jointing to PPR pipe 6 No Nos 6 32 mm gate valve and jointing to PPR pipe Nos 2

(i) 20 mm Pipe ft Rft(ii) 25 mm Pipe 70 ft Rft 70 (iii) 32 mm Pipe 70 ft Rft 70 (v) 40 mm Pipe 40 ft Rft 40 (vi) 50 mm Pipe 180 ft Rft 180

(E) 28 gauge Gl sheet cladding on exposed insulated hot water pipes(i) 20 mm Pipe ft(ii) 25 mm Pipe 70 ft Rft 70 (iii) 32 mm Pipe 70 ft Rft 70 (v) 40 mm Pipe 40 ft Rft 40 (vi) 50 mm Pipe 180 ft Rft 180

8 Gas Installation(A) NATURAL GAS SUPPLY SYSTEM1" NB'-(Nominal Bore) Rft 100 3/4" NB (Nominal Bore) Rft 40 1/2" NB (Nominal Bore Rft 60

A-RAIN WATER PIPE INSTALLATION(a)-Unplasticized polyvinyl chloride (UPVC)

SOIL PIPE INSTALLATION(a) Unplasticized polyvinyl chloride (UPVC) pipe

WASTE PIPE INSTALLATION(a) Unpiasticized polyviny. chloride (UPVC) pipe

DRAINAGE I SEWAGE ACCESSORIES ANDSTRUCTURES ,,(A) Acoustic cladding of drainage pipe; 25 mm thick fiberglass batting

PLUMBING FIXTURES

(A) EU WATER CLOSET (PORTA)

(C) URINAL (PORTA)

(D) WASH BASIN (PORTA)

(E ) SS KITCHEN SINK

(3) C.P bottle Trap for kitchen sink; complete with cleaning eye and overflow connectionCOLD WATER INSTALLATION

(c) WATER DISTRIBUTION PUMP

HOT WATER SYSTEM(A)i) Hot Water Gyser

(B) HOT WATER PPR PIPES INSTALLATION

(D) Insulation for hot water supply pipes 1" thick polyurethane 50Kg/m3 density insulation

CONSTRUCTION OF GOVERNMENT I.T. COLLEGE, KHAIRPUR

S.NO. DESCRIPTION UNIT QTY Sr Cement OP cement sand crush Steel reinforcment Back Fill material Aquafin Water proofing Bricks Bricks for facing Porclain tile 12"x24" Porclain tile 24"x24" Tile for Skirting Ceramic Tile 8x8 Granite Tile 5'-0" (On Tread) Granite Tile 5'-0" (On Riser) Granite Tile 17'-6" (On Tread) Granite Tile 17'-6" (On Riser) Granite Tile 8'-6" (On Tread) Granite Tile 8'-6"(On Riser) Granite Tile on Landing Master Seal 550 Commercil Ply Wood Door Aluminum Glazing Windows Handrail Type 1 Handrail Type 2 Matt Enamel Painting Jamboan 1.5" thick C.C jali False Ceiling

1 PILING WORK1.1 Mobilizing and demobilizing pile equipment Job 1 1.2

Rft 6,600 1.3

Cft 33,000 7392 13,860.00 27,720.00 1.4

MT 72 72 1.5

Nos 1 1.6

Nos 2 1.7

Nos 112 TOTAL COST OF PILING WORK

2 EARTHWORKS2.1

Cft 26,000 2.2 Backfilling with imported earth (Sweet)/ river sand Cft 18,000 18,000 2.3

cft 3,500 TOTAL COST OF EARTHWORKS

3

3.1

3.1.1 Under pile cap and floorfoundation PCC 1:3:6 Thickness as per Cft 4,000 492.80 1,848.00 3,696.00 3.1.2

Cft 800 98.56 369.60 739.20 3.1.3 Cast in Situ 1:2:4 Cft 8,000 1,408.00 3,520.00 7,040.00 3.1.4

Cft 150 18.48 69.30 138.60 3.1.5 Waterproofing with aquafin as per specifications Sft 20,000 106.21 3.2

3.2.1 Pile Cap Cft 12,000 2,112.00 5,280.00 10,560.00 3.2.2 Column under plinth Cft 400 89.60 132.00 264.00 3.2.3 Plinth Beam Cft 3,500 616.00 1,540.00 3,080.00 3.2.4 Ramp As per drawings Cft 322 56.67 141.68 283.36 3.2.5 Lift Wall Cft 300 52.80 132.00 264.00 3.3

3.3.1 Ground FloorColumn Cft 1,400 313.60 588.00 1,176.00 Beam Cft 3,300 580.80 1,452.00 2,904.00 Slab (As per Structural drawings) Cft 6,600 1,161.60 2,904.00 5,808.00 Lift Wall Cft 300 52.80 132.00 264.00

3.3.2 First FloorColumn Cft 1,400 313.60 588.00 1,176.00 Beam Cft 4,200 739.20 1,848.00 3,696.00 Slab (As per Structural drawings) Cft 6,600 1,161.60 2,904.00 5,808.00 PCC 1:3:6 under tile (3" thick or as per instruction of Engineer Cft 2,400 295.68 1,108.80 2,217.60 Lift Wall Cft 300 52.80 132.00 264.00

3.3.3 Second FloorColumn Cft 1,400 313.60 588.00 1,176.00 Beam Cft 4,200 739.20 1,848.00 3,696.00 Slab (As per Structural drawings) Cft 6,800 1,196.80 2,992.00 5,984.00 PCC 1:3:6 under tile (3" thick or as per instruction of Engineer Cft 2,400 295.68 1,108.80 2,217.60 Lift Wall Cft 300 52.80 132.00 264.00

3.3.4 Third FloorColumn Cft 1,400 313.60 588.00 1,176.00 Beam Cft 4,200 739.20 1,848.00 3,696.00 Slab (As per Structural drawings) Cft 6,800 1,196.80 2,992.00 5,984.00 PCC 1:3:6 under tile (3" thick or as per instruction of Engineer Cft 2,400 295.68 1,108.80 2,217.60 Lift Wall Cft 300 52.80 132.00 264.00

3.3.5 Fourth FloorColumn Cft 1,400 313.60 588.00 1,176.00 Beam Cft 4,200 739.20 1,848.00 3,696.00 Slab (As per Structural drawings) Cft 6,800 1,196.80 2,992.00 5,984.00 PCC 1:3:6 under tile (3" thick or as per instruction of Engineer Cft 2,400 295.68 1,108.80 2,217.60 Lift Wall Cft 300 52.80 132.00 264.00

3.3.6 RoofColumn Cft 150 33.60 63.00 126.00 Beam Cft 60 10.56 26.40 52.80 Slab (As per Structural drawings) Cft 250 44.00 110.00 220.00 PCC 1:3:6 under tile (3" thick or as per instruction of Engineer Cft - - - - Lift Wall Cft 300 52.80 132.00 264.00 TOTAL COST OF PLAIN AND REINFORCED CONCRETE

4 350

4.1 Deformed Steel bars grade 60 from Amreli or Razzak MT 350 TOTAL COST OF STEEL REINFORCEMENT

5

5.1 9" Thick Sft 30,800 1108.8 5544 311,850.00 5.2 4.5" Thick Sft 30,100 541.80 2709 152,381.25

TOTAL COST OF BRICK MASONRY6 FACING BRICK MASONRY & FACING TILE

6.1

Sft 12,800 68,266.67 6.2

Sft 15,000 304.80 762.00 7,500 TOTAL COST OF FACING BRICK MASONRY & FACING TILE

7

Sft 13,000 158.50 792.48 Ground Floor Ceiling Sft 7,500 91.44 457.20 First Floor Wall Sft 11,000 134.11 670.56 First Floor Ceiling Sft 7,500 91.44 457.20 Second Floor Wall Sft 11,000 134.11 670.56 Second Floor Ceiling Sft 8,500 103.63 518.16 Third Floor Wall Sft 11,000 134.11 670.56 Third Floor Ceiling Sft 8,500 103.63 518.16 Fourth Floor Wall Sft 11,000 134.11 670.56 Fourth Floor Ceiling Sft 8,500 103.63 518.16 Roof Wall Sft 600 7.32 36.58 Roof Ceiling Sft 350 4.27 21.34 Parapet wall Sft 3,000 36.58 182.88 TOTAL COST OF PLASTER

8 FLOORING AND SPECIAL FINISHES8.1

Ground Floor Sft 7,850.00 159.51 398.78 1,962.50 First Floor Sft 7,500.00 152.40 381.00 1,875.00 Second Floor Sft 8,855.00 179.93 449.83 2,213.75 Third Floor Sft 8,855.00 179.93 449.83 2,213.75 Fourth Floor Sft 8,855.00 179.93 449.83 2,213.75

8.2 Skirting (As per drawings) - - - Ground Floor Rft 1,200 24.38 60.96 1,200 First Floor Rft 1,200 24.38 60.96 1,200 Second Floor and kitchen Rft 1,400 28.45 71.12 1,400 Third Floor Rft 1,400 28.45 71.12 1,400 Fourth Floor Rft 1,400 28.45 71.12 1,400

8.3

Ground FloorFloor Sft 820 205 Wall Sft 3,000 1,500 First FloorFloor porcelain Sft 620 155 Wall ceramic Sft 2,200 4,900.87 Second FloorFloor porcelain Sft 620 155 Wall ceramic Sft 2,200 4,900.87 Third FloorFloor porcelain Sft 620 155 Wall ceramic Sft 2,200 4,900.87 Fourth FloorFloor porcelain Sft 620 155 Wall ceramic Sft 2,200 4,900.87

8.4

Tread 5'-0" ft Nos 132 132Riser 5'-0" ft Nos 132 132Tread 17'-6" ft Nos 6 6Riser 17'-6" ft Nos 6 6Tread 8'-6" wide Nos 12 12Riser 8'-6" wide Nos 12 12Landing / entrance floor Sft 1,600 1,600

8.5

Sft 100 4.40 11.00 22.00 TOTAL COST OF FlOORING AND SPECIAL FINISHES

9

Sft 2,000 2KG/M2 1mm 3.5KG/M2 2mm 137/KG 650.56 TOTAL COST OF DPC

10

Sft 11,000 TOTAL COST OF CONVENTIONAL ROOFING

11

D-1 4'-0" x 7'-0" Nos 39 1092 D-2 3'-6" x 7'-0" Nos 11 269.5 D-3 3'-3" x 7'-0" Nos 2 45.5 D-4 2'-6" x 6'-8" Nos 50 833.75TOTAL COST OF WOOD WORK

12

Wl 4'-0" X 8'-7" Nos 107 3672.24W2 4'-0" X 6'-0" Nos 17 408TOTAL COST OF ALUMINUM GLAZING

Rft 350 350

Rft 800 800 TOTAL COST OF HANDRAIL

Ground Floor Wall Sft 11,000 11,000 Ground Floor Ceiling Sft 7,500 7,500 First Floor Wall Sft 11,000 11,000 First Floor Ceiling Sft 7,500 7,500 Second Floor Wall Sft 11,000 11,000 Second Floor Ceiling Sft 8,500 8,500 Third Floor Wall Sft 11,000 11,000 Third Floor Ceiling Sft 8,500 8,500 Fourth Floor Wall Sft 11,000 11,000 Fourth Floor Ceiling Sft 8,500 8,500 Roof ceiling Sft 600 600 Doors Sft 4,500 4,500 TOTAL COST OF PAINTING

15

Job 1 TOTAL COST OF TERMITE CONTROL

16 MISCELLANEOUS16.1

Sft 2,000 154.61 623.45 1,246.89 16.2

Rft 600 115.50 288.75 577.50 16.3

Nos 124 47.79 119.49 238.9716.4

Ground Floor Sft 4,800 4,800 First Floor Sft 4,800 4,800 Second Floor Sft 4,800 4,800 Third Floor Sft 4,800 4,800 Fourth Floor Sft 4,800 4,800

16.5

Sft 250 250 16.6 C.C. Jali as per drawings (Double section Jaii) Sft 3,200 3,200 16.7

Sft 34,000 34,000 16.8

Sft 300 16.9

Sft 5,000 16.10 Under Ground Water Tank Gln 10,000 16.11 Septic Tank Gln 6,000 16.12 Overhead Water Tank Gln 8,000 16.13 M.S. Gate Complete in all respect as per drawing Nos 1 16.14 Keni Stone Sft 5,000

TOTAL COST OF MISCELLANEOUS 2,927.07 26,517.13 77,593.82 119,859.73 422.00 18,000.00 106.21 464,231.25 68,266.67 9,000.00 11,303.75 6,600.00 19,603.48 132.00 132.00 6.00 6.00 12.00 12.00 1,600.00 650.56 2,240.75 4,080.24 350.00 800.00 100,600.00 24,000.00 250.00 ### 34,000.00 Total 1,558.24

584.34

1,753.02 Keni Stone

333-9345854 Hanif sahib

3/4" Thick x 2'-0" wide granite counter

Top

30'' inch nominal diameter piles boring by purcussion orrotary method in any kind of soil including cohesive,noncohesive granlar, non granular, gravelly and boulder,shale or conglomerate, except boring in hard rock (engineersdecision regarding classification as rock will be final).

Providing and laying concrete fc'=4000 psi (28 day cylinderstrength) including mixing, transportating and placing bytremile in piles (concreting by skip will not be allowed) usingsulphate resistant cement (SRC)Supplying, cutting, bending and lowering the reinforcing cagesGrade 60 conforming to ASTM A-610 in Pile bore as perdrawing or as directed by the Engineer

Load Test on index pile upto maximum test load of two timesworking pile load (2 x 120 = 240 MT). This items includes costof kentledge furnishing and installing necessary load devices,carrying out of load test, C]laintaining a complete record ofload testing and submitting final test report to the engineerfor his approval (excludes cost of boring, concrete andreinforcement).

Load Test on working pile upto maximum test load of 1.5times working pile load (1.5 x 125 = 190 MT). This itemsincludes cost of kentledge furnishing and inst2 !ng neu~ssaryload devices, carrying out of load test, maintain-.1g a co--npleterecord of load testing and submitting final tes: report to theengineer for his approval (excludes cost of bc·ing, concreteand reinforcement).

Integrity Testing of 30" diameter working pil::: by TransientDynamic Response (TOR) method

ExcavationExcavation for foundation in any type of soil includingdewatering as per specifications and relevant drawings andshifting of excavted earth Lead up to 1.5 Km

DismantlingDismantling of RCC Concrete

PLAIN & REINFORCED CONCRETEProviding and laying cement concrete, plain or reinforcedof specified ratio, as on drawing, in any and all locations,complete in all respects with curing, as per specificationsand relevant drawings

Plain Concrete (upto plinth level)Using S.R. cement and steel shuttering/new marine ply sheetsRatio as per drawing

Under pile cap Floor PCC 1:3:6 (3" thick or as per instructionof Engineer incharge)

Under Ramp PCC 1:3:6 (6" thick or as per instruction ofEngineer incharge)

Reinforced Concrete {upto plinth level)Using S.R. cement and ste~l shuttering.Ratio for slab & beam 3000 psiRatio for Column 4000 psiRatio for Foundatio 3000 psi

Reinforcement ConcreteUsing O.P. cement and steel shuttering/ marin ply for beams and slabs.Ratio for slab & beam 3000 psiRatio for Column 4000 psiRatio for Foundatio 3000 ps

STEEL REINFORCEMENTProviding and preparing in position steel reinforcementbars including all allied work necessary, complete in allrespects

BRICK MASONRYProviding and laying brick' masonry from Rahimyar Khan IGomal /SPL (Special) or approved equv.Ratio 1:4 complete in all respect

Facing Brick MasonryProviding and laying facing brick masonry from Lahore3"x9"x4-1/2" thick with grooved joints, Ratio 1:2bed mortars & Pigment color( As per instruction of Engineerlncharg or as shown on drawings including all related works

Corridor Wall TilesProviding and laying of porcelain tile 300mm x 600mm from Malaysian/UAE with all base beds, mortar Ratio 1:2 and necessary allied work, complete inall respect as per the instructions of the Engineer Incharge

PLASTERProviding and laying piaster, 0.75" thick asper Specifications, in two coats, with ratio 1:4Ground Floor Wall

Tile FloorProviding and laying of porcelain tile 600mm x 600mm from Malaysian/UAE Brand with all base beds, mortar Ratio 1:2 and necessary allied work, complete inall respect as per the instructions of the Engineer Incharge

Tile in Toilet AreaProviding and laying of porcelain tile 300mm x 600mm from Malaysian/UAE Brand light color on wall and Malaysian/UAE Brand 600mm x 600mm dark color on Floor with all base beds, mortar Ratio 1:2 and necessary allied work, complete in all respect as per the instructions of the Engineer Incharge

Stair StepsProviding, laying, granite tile ( Basic rate 600/=)steps complete in all respect as per drawings and instructions of the architect

CC FloorProviding and laying 3" thick cc floor 1:2:4 cement concrete in panel with marble strip

D.P.C.Providing and laying Master Seal 550 complete in all respect as shown on drawing/As per instructions of Engineer InchargeD.P.C. 1

CONVENTIONAL ROOFING/ROOF TREATMENTBuilt-up roofing on final roof level as shown ondrawings

WOOD WORKJOINERYProviding and fixing 1.5" thick solid core commercial ply veneer flush door shutters with 1 1/2" x 5/8" lipping, including GI Frame painted, as per specification, drawings and instructions of the Architect/Engineer incharge, including Formica facing and sheesham wood lipping polished all around

ALUMINUM GLAZINGSupply and Fixing of Aluminum joinery in 32mm x 101mm Black Anodized Section from Pakistan Cables with 2mm minimum wall thickness (outer frame}, inner sections not less than 1.6mm, openable Fly Screen Shutter, Smm Grey Tinted Glass, and all necessary hardware and fittings including: Heavy Duty Friction Bar Hinges in Stainless Steel 304 rade in accordance withHeavy Duty Surface HandleInstallation and Fabrication with Rust Free Stainless Steel ScrewsSilicon Sealant for gaps up to 6mm

HANDRAIL Type 1Providing and fixing MS Painted hand rail as per drawingStair

HANDRAIL Type 2Providing and fixing pipe hand rail as per drawingCorridor, Terrace

PAINTINGMatt Enamel (03 Coats ot ICI Dulux, Kensai or Equivalent)

TERMITE CONTROL - Providing and applying Anti-termite dosing to all surfac'2in contact with earth from Agenda

Plinth ProtectionComprising of 6" thick 1:4:8 & 2" thick 1:2:4 CC topping divided into panels with Glass strips and brick masonry 9" thick as per drawings /Instructions of Engineer lncharge

Fairface Precast Concrete Copping As per drawings or Instructions of Engineer lncharge

Fa irface Precast Concrete SillAs per drawings4'-0" wideWall InsulationProviding and laying 1.5 inches thick polystyrene (Jambolan 1.5 ") insulation complete in all respect as per the instruction of the architect/lncharge Engineer

Granite Counter Top3/4" thick Granite as approved 2' wide for toilet counteras per drawing & Instructions of Engineer lr

False CeilingCMC clip-in tile acoustic ceiling size 600 x 600 mm x 0. 7 mm thick aluminum perforated and powder coated in white finish. Tile shall be perforated with 1.8 mm holes at 45° atternswith 20.5% free area. The unit shall be provided with a factoryapplied high sound absorption acoustic felt fromSOUNDTEX(Germany) in black color. The suspension systemshall be concealed type comprising of spring tee runners,edge trim, and 1x14 mm galvanized steel hanger strip, andadjustable clip. The suspension shall be fixed to the slab Ibeam soffit with nylon anchors 1 Yz" x 12 No. round headsteel screws and washers.

Providing and fixing toilet mirror brand approvedas per drawing

Providing and laying of envicrete pavers as per instructions of architect/Engineer incharge

Toilet Mirror Envicrete Pavers OH water Tank M.S Gate Keni Stone

300

5,000

8,000 1

5,000 300.00 5,000.00 8,000.00 1.00 5,000.00

BILL OF MATERIAL

Of

IT COLLEGE KHAIRPUR

SR.NO MATERIAL DESCRIPTION UNIT QUANTITY RATE AMOUNT

1 S.R Cement Bag 2,927.07 2 OP Cement Bag 265173 Sand Cft 77,593.82 4 Crush Cft 119,859.73 5 Steel Reinforcement Ton 422.00 5 Back Fill Material Cft 18,000.00 6 Aquafin Water proofing Kg 106.21 7 Bricks Nos 464,231.25 8 Bricks for facing Nos 68,266.67 9 Porclain tile 12"x24" Sft 9,000.00

10 Porclain tile 24"x24" Sft 11,303.75 11 Tile for Skirting Rft 6,600.00 12 Ceramic Tile 8x8 Sft 19,603.48 13 Granite Tile 5'-0" (On Tread) Nos 132.00 14 Granite Tile 5'-0" (On Riser) Nos 132.00 15 Granite Tile 17'-6" (On Tread) Nos 6.00 16 Granite Tile 17'-6" (On Riser) Nos 6.00 17 Granite Tile 8'-6" (On Tread) Nos 12.00 18 Granite Tile 8'-6"(On Riser) Nos 12.00 19 Granite Tile on Landing Sft 1,600.00 20 Master Seal 550 Kg 650.56 21 Commercil Ply Wood Door Sft 2,240.75 22 Aluminum Glazing Windows Sft 4,080.24 23 Handrail Type 1 Sft 350.00 24 Handrail Type 2 Sft 800.00

25 Matt Enamel Painting Sft 100,600.00 i Putty Kg 1,558.24

ii Primer Litr 584.34

iii 3 Coat Litr 1,753.02

26 Jamboan 1.5" thick Sft 24,000.00 27 3/4" Thick x 2'-0" wide granite counter Top Sft 250.00 28 C.C jali Sft 3,200.00 29 False Ceiling Sft 34,000.00 30 Toilet Mirror Sft 300.00 31 Envicrete Pavers Sft 5,000.00 32 OH water Tank Gallons 8,000.00 33 M.S Gate Nos 1.00 34 Keni Stone Sft 5,000.00