GRAND SUMMARY

Client:
Project: G+2+T ----------USE Building
Location: Dessie
Subject: Specification, Bill of Quantity

ITEM DESCRIPTION AMOUNT

A. SUB STRUCTURE
1 G+2 ----------USE BUILDING
10,396,145.88
2 NEW SEPTIC TANK
460,179.43
GRAND TOTAL
10,856,325.30
u
 SUMMARY
Client:
Project: G+2 -------------- Building
Location: Dessie

ITEM DESCRIPTION AMOUNT

A. SUB STRUCTURE
1 EXCAVATION AND EARTH WORK 285,827.91
2 CONCRETE WORK 941,391.77
3 MASONRY WORK 338,973.48
SUB TOTAL-A 1,566,193.15
B. SUPER STRUCTURE
1 CONCRETE WORK 2,367,543.71
2 BLOCK AND MASONRY WORK 638,621.49
3 ROOFING WORK 225,474.41
4 CARPENTARY WORK 364,511.72
5 METAL WORKS 877,244.02
6 FINISHING 1,333,869.92
7 GLAZING 149,067.31
8 PAINTING 529,831.30
9 SANITARY INSTALLATION 525,903.10
10 ELECTRICAL INSTALLATION 461,866.71
SUB TOTAL-B 7,473,933.70
TOTAL ( A + B ) 9,040,126.85
15% vate 1,356,019.03
GRAND TOTAL ( A + B ) 10,396,145.88
 OWNER:-
LOCATION :- DESSIE KEB. ……….
PROJECT:- FENCE
I.No Description Unit Quty Rate
A. Sub Structure
1. Excavation & Earth Work
1.1 Site clearing to remove top soil to an average depth of 20 cm M2 46.5 32.87
1.2 Excavation for trench foundation not exceeding 150cm M 3
21.7 238.65
1.3 Back fill selected material from site & well compacted to an average
depth of around the trench M3 11.625 598.27
1.4 Cart away (Remove) surplus excavated material and spread
on a chosen site at a distance not exceeding 2 km from site. M3 15.5 321.16
Total carried To Summary
2. Masonry Work
2.1 50 cm thick stone masonry foundation wall bedded in cement & sand
below NGL M3 10.85 2065.97
2.2 Ditto but above NGL M 3
13.175 2208.67
2.3 20x20x40 pointed HCB wall bedded in cement & sand mortar of 1:3
M2 31 442.10879
Total carried To Summary
3. Concret Work
3.1 5cm thick lean concrete under masonary wall & footing pad M2 15.5 30
3.2 Rainforced concrete field in to form work & vibrated around
reinfrocement steel & form work measured separetly
A. Grade beam, M3 3.1 4101.73
B. In elevation columns M 3
0.96 4101.73
C. Intamediate beam M 3
2.325 4101.73
3.3 Provide cut & fix in position to zigba wood form work
A. Grade beam, M2 12.4 250
B. In elevation columns M2 19.2 250
C. Intamediate beam M 3
12.4 250
3.4 Steel reinforcement according to drawing price shall include cutting
bending placing in position & tying wires
A. Dia 6mm deformed bars Kg 97.483 67
B. Dia 12 mm deformed bars Kg 195.36 66
3.5 Concrete copping on concrete column Pcs 8 50
Total carried To Summary
4. Metal work
4.1 Metal door fabricated from 50x30x1.00 RHS & 1mm flatmetal sheet

D1= 300x250 Pc 1 15000

4.2 Dour grill M 2
0 700
Total carried To Summary
 5. Finishing
5.1 Pointing for masonary wall with cement sand mortar 1:2 M2 109 143
5.2 Ditto but to HCB wall M 2
62 143
5.3 3coats of plastesing in cement sand mortar 1:3 to columns, beams &
copping M2 45 143
Total carried To Summary
Grand Total
 Amount

1528.455
5178.705

6954.88875

4977.98
18,640.03

22415.7745
29099.22725

13705.37245342
65,220.37

465

12715.363
3937.6608
9536.52225

3100
4800 15 108
3100
155 139.5 247.5

6531.338666667
12893.76 28
400 124 54
57479.64471667 96 48 102
220

12000
0
12000
 15587
8866
6435

30,888.00
###
 Specification & Bill of Quantities
FOR G+2+T

I.No DESCRIPTION Unit Qty Unit Price Amount

A. SUB STRUCTURE
1.EXCAVATION AND EARTH WORK
1.1 Clear off the site to remove top soil to an average depth of 20 cm. m2 125.00 50.06 6257.50
Bulk excavation to reduce level from the the striped level to an
average depth of 150cm, cut the earth including compacting and
1.2 leveling with spreaking water.but in ordinary soil m3 118.50 278.12 32957.22
Excavation for trench foundation, to adepth not exceeding150cm
1.3 from stripped level. m 3
36.85 312.88 11528.60
Excavation for isolated footings to adepth not exceeding 150cm
1.4 from stripped level. m 3
23.22 500.61 11624.16
Excavation for isolated footings over 1500mm but not exceeding
1.5 3000mm. m3 13.36 500.61 6686.15
Back fill around footing& masonery Foundation with selected
material brought from approved source and well ram in layers
1.6 every 20cm thick with a compactor of capacity 2.5ton. m3 30.88 1485.84 45882.85
Back fill under hard-core with selected material brought from
approved source and well ram in layers every 20cm thick with 5-
1.7 10 ton capacity roller. m3 31.60 1591.22 50282.55
Cart away (Remove) surplus excavated material and spread on a
1.8 chosen site at a distance not exceeding 2 km from site. m3 185.32 287.16 53216.63
Basaltic or equivalent stone hard core well rolled consolidated and
1.9 blinded with crushed stone to a finished thickness of 25 cm m2 79.00 853.07 67392.24
carried to summary 285,827.91
2. CONCRETE WORK
2.1 5cm lean concrete in C-5,150kg cement /m3 under
a) Footing pads m2 19.08 389.88 7438.82
b) Stone Masonery and Grade Beam m2 49.00 389.88 19103.88
Reinforced concrete in C-25, 360 kg/m3 filled in to form works and vibrated
around rod reinforcement.(form works and reinforcement bar measured
2.2 separately & labortaory test should be taken ).
a) Footing pads m3 7.71 13857.34 106840.12
b) Foundation columns m3 1.98 13857.34 27437.54
c) Grade beam floor beams m3 5.56 13857.34 76998.05
D) 10 cm thick Graound floor slab m2 79.00 1385.73 109473.01
Provide, cut and fix in position Wooden (sawn zigba) or metal form work for:
2.3
a) Footing pads m2 24.56 701.71 17234.02
b) Foundation &Basement floor columns m2 21.12 756.30 15973.08
c) Grade beam floor beams m2 51.28 756.30 38784.34
Steel reinforcement bars according to structural drawings. Price includes
2.4 cutting, bending, placing in position and tying wires.
a) Diam.8mm deformed bar kg 527.72 247.56 130643.96
a) Diam 10 mm deformed bar kg 67.10 204.86 13746.98
b) Diam.12mm deformed bar kg 281.62 241.97 68143.14
b) Diam.14mm deformed bar kg 888.94 241.97 215095.95
c)Diam.16mm deformed bar kg 402.67 234.63 94478.87
c)Diam.20mm deformed bar kg 0.00 244.12 0.00
carried to summary 941,391.77
3. MASONRY WORKS
Masonry wall under grade beams bedded on cement sand mortar of mix
ratio1:3. below ground level. (Laboratory test should be taken and the
3.1 proportions will be determined by laboratory test ) m3 53.85 6115.07 329269.99
3.4 Ditto But steps m3 1.50 6468.99 9703.49
carried to summary 338,973.48
I.No DESCRIPTION Unit Qty Unit Price Amount
B. SUPER STRUCTURE
1. CONCRETE WORK
Reinforced concrete C-25, 360 Kg/m3 filled into form work and vibrated
around steel reinforcement. Steel reinforcement and form-work measured
1.1 separately.
a. Elevation columns.and shearwall m3 6.24 15007.70 93603.05
b.In floor beams,roof beam m3 14.90 15007.70 223599.19
C.15cm thick suspended floor slabs,water tanker slab ,stair case & landing
m2 168.00 2251.16 378194.16
1.2 Provide, cut and fix in position Wooden or metal form work for:
a) Elevation Column and shearwall m 2
63.69 820.78 52275.68
b) In floor beams m2 97.67 817.09 79805.72
C) 15cm thick suspended floor slabs ,stair case & landing m2 168.00 875.30 147050.64
Steel reinforcement bars according to structural drawings. Price includes
1.3 cutting, bending, placing in position and tying wires.
a) Diam. 8 mm deformed bar kg 899.83 249.42 224435.57
b) Diam.10 mm deformed bar kg 1642.50 206.03 338404.02
c) Diam.12mm deformed bar kg 475.95 243.14 115723.59
d) Diam.14mm deformed bar kg 1944.35 243.14 472748.60
e) Diam.16 mm deformed bar kg 892.14 243.14 216914.59
f) Diam.20 mm deformed bar kg 101.95 243.14 24788.88
carried to summary 2,367,543.71
2. BLOCK AND MASONRY WORK
20 cm thick class "A" H.C.B wall bedded on cement sand mortar of ratio 1:3,
2.1 for external wall m2 314.10 1360.46 427319.94
20 cm thick class "A" H.C.B wall bedded on cement sand mortar of ratio 1:3,
2.2 for internal wall 0.00 1360.46 0.00
2.3 Ditto 2.1 but 15 cm for internal wall m2 134.06 1255.96 168379.27
2.4 Ditto 2.1 but 10 cm for balcony & paraphet wall m2 37.10 1156.93 42922.28
carried to summary 638,621.49
3. Roofing and Water Proofing Works
3.1 Galvanized,Corrugated steel sheet G-28 m2 95.00 1250.13 118762.07
3.3 Roof ridge caps ml 39.00 1133.25 44196.77
3.4 Ø110mm PVC down pipe fixed on column with metal strupps. ml 70.20 890.54 62515.58
carried to summary 225,474.41
4. CARPENTRY AND JOINERY
Supply & fix 40mm thick solid wooden door with hard wood frames and both
side coveerd with 4mm thick ply wood. Price shall include door handles,
hinges, door stopper, three coats varnish paint and the accessories to
4.1 complete the work.size of the door

a. D1 Size 120*220 Pcs 0.00 27541.9056 0.00

B. D2 Size 80*210 Pcs 4.00 17526.6672 70106.67
C. D3 Size 90*210 Pcs 7.00 19717.5006 138022.50

All structural member shall be well seasoned, Stright , free of any harm full
defects each truss joint shall be connected with band iron and truss shall be
4.2 firmly fixed to concrete top tile beam with 6mm plane bar 0.00
a.diam 12 cm lower & upper member / Eucalyptus / ml 59.00 442.66 26116.96
b.diam 8cm vertical & inclined member / Eucalyptus / ml 41.30 431.03 17801.45
c. 5X7 cm Zigeba wooden purline C/C 90 cm ml 47.22 248.89 11753.24
4.3 plastic ceiling m2 66.00 1525.92 100710.91
carried to summary 364,511.72
5. Aluminium& Metal Works
Supply and fix door & window made up of 38mm Aluminium profile section
and 1.5mm thick with the necessary iron mongery , accessories and all
5.1 according the given drawing .
A. Window
Type W1 ( 125x155)cm Pcs 3 38,430.9 115292.68
Type W2 ( 130x160)cm Pcs 3 41,257.4 123772.27
Type W3 ( 110x135)cm Pcs 1 29,520.9 29520.88
Type FIXED W3 ( 80X60) cm Pcs 3 9,520.9 28562.83
B.DOOR
A.D1 size 75x220 Pcs 1.00 33508.04 33508.04
B.D2 Size 120x220 Pcs 1.00 53612.86 53612.86
C.D3 Size 110x220 Pcs 1.00 49145.12 49145.12
D.SD4 Size 270x220
C. Curtain wall including opening door and window according
to arctictural drawing
A.CW1 Size (538X243)cm Pcs 1.00 177937.82 177937.82
B.CW2 Size (220X280) cm Pcs 1.00 237602.43 237602.43
guardrail at balconies and stair case CHS with diameter 20mm thickness1.5
5.3 mm hand rail CHS 50mm diameter with 2mm thickness ml 74.45 380.00 28,289.1
carried to summary 877,244.02
I.No DESCRIPTION Unit Qty Unit Price Amount
6. Finishing:-
Finishing works shall include all surface pre-cleaning, preparation and
6.1 application of finishing and clearing at the end of finishing works
a.Three coats of plastering in cement mortar mortar of ratio 1:3 internal &
external HCB walls, coulumns and beams,randerd wall surface. m2 896.33 149.10 133641.24
b. Ditto as item 6.1 but for soffit all floor slab & stair case & top tie beams
m 2
329.36 228.50 75258.98
c.third (fine)coat of Gypsum plaster to all plasterd m2 911.59 411.09 374748.20
6.2 Floor finshing price should be include 3cm thick cement sand mortar
Tiles
A/60*60 porceline floor tile m2 138.00 3838.92 529770.75
B/60*60 Ceramic floor tile m2 20.00 2196.67 43933.34
B/ 15*15cm in toilet& bath room ceramic wall tile m2 45.60 1527.52 69654.74
C.10cm high ceramic skerting ml 194.08 264.00 51236.06
E.marble window sile width 27 cm ml 25.00 285.72 7142.89
6.3 marble tile for stair case
60*60 porceline floor tile FOR landing m2 8.64 3838.92 33168.26
marble steps ml 21.84 538.80 11767.39
marble Risers ml 10.92 324.91 3548.07
carried to summary 1,333,869.92
7. Glazing
Supply and fix 4 mm thick clear sheet glass to metal beads and puttied with
7.1 approved quality of putty m2 60.90 2447.74 149067.31
carried to summary 149,067.31
8. Painting
Prepare the surface and apply three coats of plastic emulsion paint to all
plastered & rendered wall surface , columns & beams
8.1 To all internal wall surface m2 342.33 155.63 53277.03

b. Ditto as item 6.1 but for soffit all floor slab & stair case & top tie beams m 2
329.36 155.63 51258.95
8.2 plastic paint to external wall surfaces m2 314.10 1354.01 425295.33
529,831.30
9.sanitary enstalation
A. WATER SUPPLY SYSTEM
GS PIPE :- Supply , lay and connect galvanized steel pipe (GS - PN16) for
cold and hot water supply as per the drawing shown, complete with all the
necessary connecting pieces such as bends, unions Tees, etc. Unit price
9.1 shall include all the necessary as
Diameter 25 ml 241.57 0.00
Diameter 20 ml 44.00 231.28 10176.32
Diameter 15 ml 35.00 186.22 6517.70
GATE VALVE :- Supply and fix bronze gate valves (PN16) , Complete with
9.2 all accessories.
Diameter 15 No 9.00 163.30 1469.70
B. SANITARY FIXTURES
HAND WASH BASIN :- Supply and fix hand wash basin with pedstal,
complete with faucet, chain plug, trap and all accessories
9.3 Size:- 410x510mm No 4.00 14673.04 58692.15
WATER CLOSET :- Supply and fix wash down water closet made of white
vitreous china, including plastic seat and cover, low flush cistern and stop
9.4 cock on the water supply line. Complete with all the necessary accessories No 4.00 5021.78 20087.10
SHOWER Box :- Supply and install shower tray, made of enemelled cast
iron, complete with adjustable mixing head, traps glazed box and all other
9.5 accessories No 4.00 9731.50 38926.01
9.7 kichin sink No 1.00 10246.32 10246.32
C. WASTE WATER DRAINAGE
SEWAGE PIPE :- Supply and lay uPVC pipe for waste water drainage.
9.6 Complete with all the necessary accessories
Diameter 110mm ml 44.00 306.45 13483.80
Diameter 65mm ml 23.00 187.67 4316.41
FLOOR DRAIN :- Supply and fix floor drains, made of enamelled cast iron
9.7 with smell trap, complete with all the necessary accessories.
Diameter 50mm No 5.00 581.45 2907.27
VENT CAP :- Supply and fix vent cap made of PVC, at terminal points of
9.8 vertical stacks 0.00
Diameter 50mm No 2.00 346.28 692.55
D. MISCELLANEOUS SANITARY SUPPLIMENTS
SOAP TRAY:- Supply and fix soap holder in white vitreous china
9.9 150x150mm, near to hand wash basin, bath room and Kitchen sink. No 4.00 426.00 1704.00
TOILET PAPER HOLDER:- Supply and fix toilet paper holder with synthetic
9.10 roler 150x150x25mm. Complete with fastening screws No 4.00 627.54 2510.15
Roto price shall include outomatic level switch control /galvanaized/
mesh cover manhole over flow include in outside tank and a capacity
9.11 of 5000 litter No 1.00 55202.02 55202.02
9.12 water heater No 4.00 43492.90 173971.59
9.13 Construct a rectangular man hole. No 5.00 25000.00 125000.00
carried to summary 525,903.10
I.No DESCRIPTION Unit Qty Unit Price Amount
10. Electrical Installation
A. ELECTRICAL SYSTEM
10.1 UTILITY
supply and fix flush mounted sub distribution board (SDB-GF) with loccable
door bus bar system,earthing lead and complete with all other necessary
10.4 accessaries and consisting of
3pc ACB of 10A, 1phase
1pc ACB of 16A, 3phase
3pcs ACB of 25A, 3phase No 1 60000.00 60000.00
1pcs ACB of 6A, 3phase
supply and fix flush mounted sub distribution board (SDB-1F-4F/A TO 9F/F)
with loccable door bus bar system,earthing lead and complete with all other
10.5 necessary accessaries and consisting of
1pc ACB of 10A, 1phase
3pc ACB of 16A, 3phase
1pcs ACB of 25A, 3phase
1pcs ACB of 6A, 1phase No 3 60000.00 180000.00
10.3 LIGHT POINTS AND SWITCHES

Light point fed through PVC insulated copper conductor of 2x2.5 sq. mm in
PVC conduit of 16 mm diameter including junction boxes with covers
insulated screw cap connectors, and all other necessary accessoris No 31.00 1399.72 43391.32
Supply and Installing socket outlets legrand type or approved
10.4 equivalent
10/16 Ampere,220 Volt, 1 Phase single socket outlet fed through PVC
insulated copper conductors of 3x2.5 sq. mm in PVC conduit of 16 mm
diameter including junction boxes with covers, insulated screw cap
connectors and all other necessary accessories. No 38.00 2201.85 83670.30
Supply and install water heater point fed through 3 x 2.5 mm2 PVC insulated
conductor inside thermoplastic PVC conduit of ø 19mm complete with all junction
boxes with connection accessories. No 4.00 2201.85 8807.40
Ditto, as item 2.2 but for flush mounted (LEGRAND SALBEI) Power socket outlet
point 16A/1Ph with grounding through PVC conductor of 3x2.5sq.mm wire,
through conduits of 19mm diameter and including with all accessories. (For
Office). No 2.00 1857.60 3715.20
10.5 Ditto, as item 2.2 but for flush mounted (LEGRAND SALBEI) Twin socket
outlet point 16A/1Ph with grounding through PVC conductor of 3x2.5sq.mm
wire, through conduits of 19mm diameter and including with all accessories. (For
Bell call push button for flush mounting fed through PVC insulated copper
Office).
conductors of 2x1 sq mm in conduit of 13.5 mm (min.) diameter including
junction boxes with covers insulated screw cap connectors, etc. No. 0.00 1,601.24 0.00
10.6 TELEPHONE SYSTEM
supply and install tele data flush mounted tele outlet point fed through
TELE TERMINAL BOX inside PVC conduit ofdiameter 19mm complet with
oll connction accessories No. 2.00 1,627.20 3254.40
10.7 TV (ANTENNA- SATELLITE DISH) SYSTEM
TV antenna outlets only conduits wth RF of 29/50 mm diameter including
pull guy wire or cord inside and tap off boxes with covers and other
necessary accessories, as per TV system installer requirements. No. 9.00 593.10 5337.90
Supply and Install Switch flush mounted type legrand or approved
10.8 equivalent
Flush fixed single pole Switch No. 18.00 130.11 2341.98
Flush fixed two way pole Switch No. 20.00 143.61 2872.20
Flush fixed double pole Switch No. 8.00 143.61 1148.88
10.9 LIGHTING FITTINGS AND LAMPS
philis WIDE LIGHT 220-240 V WITH 18 W No. 0.00 3,790.00 0.00
Disano 777 cmfort T8 mat scored with FLC 2X36 No. 2.00 824.00 1648.00
Philips compacet florecent 220v-240v with 2x18w or equvalent No. 13.00 2042.00 26546.03
LED Spot light 220v-240v with 12 W No. 10.00 1,230.0 12300.00
massive 41809/11/10with 11xE14/max 40 w OR EQVALENT No. 6.00 1,463.9 8783.10
applquses wall lamo aurgi 200x270x90xfsq36w No. 19.00 950.00 18050.00
carried to summary 461,866.71
Project: SNNPRG S4 Sub STRUCTURE

No. of
Dwg Ref. Length No. of memb
No. Member No Dia. (m) bars ers 6 8 10
Footing
F1 12 1.4 7 2
F2 12 1.6 9 2
ST.F 12 1.8 7.666667 3
12 1.6 12 3
16 2.4 15.16667 6

ST.BEAM 14 8.12 6 3

8 1.1 55.13333 3 181.94

OOTING COLOMEN
C1',C1 14 6.13 6 8
0 0 20 8
st 8 0.9 13 8 93.6
C3,2 14 6.13 8 2
st 8 0.9 13 2 23.4
C4 16 6.13 6 1
14 3 4 1
st 8 0.9 13 1 11.7
LIFT SHEAR WALL 16 116.48 1 0
14 113.92 1 0
12 3.80 32.66667 0
10 2.60 20 0 0
10 1.76 20 0 0
12 1.12 21 0

GRADE BEAM
BB1 14 53.691 1 0
st 8 1.5 50.31333 0 0
BB2 14 47.337 1 0
st 8 1.5 43.26 0 0
BB3 14 84.738 1 0
st 8 1.5 80.14 0 0
BB4 14 84.738 1 0
st 8 1.5 80.14 0 0

GB1 14 26.4 1 1
12 24.54 1 1
 st 8 1.1 38.35 1 42.185
GB2 14 24.48 1 3
12 22.38 1 3
st 8 1.2 33.2 3 119.52
GB3 14 35.04 1 2
12 32.34 1 2
st 8 1.2 51.5 2 123.6
GB4 14 15.48 1 1
12 13.38 1 1
st 8 1.2 26.13333 1 31.36
GB5 10 38 1 1 38
16 0 1 1
st 8 1.3 20.5 1 26.65
GB6 10 24 1 1 24
16 0 1 1
st 8 1.3 15.4 1 20.02
GB7 10 24.96 1 1 24.96
16 0 1 1
st 8 1.3 15.33333 1 19.93333
GB1' 10 21.8 1 1 21.8
16 0 1 1
st 8 1.3 10 1 13
basement FLOOR 8 8.17 38.5 1 314.545
8 7.7 40.85 1 314.545
F.SLAB-T.SLAB 8 4.71 50.5 0 0
X-AXIS 10 10.83 14.64286 0 0
10 7.84 17.51429 0 0
10 6.24 14.21429 0 0
10 7.365 16.67857 0 0
10 8.36 29.39286 0 0
8 7.138 7 0 0
NGTIV 12 4.647 37.5 0
12 2.402 14.21429 0
12 3.048 45.07143 0
12 2.656 16.67857 0
12 3.652 29.26429 0
Y-AXIS 8 4.21 14.235 0 0
10 7.32 26.67857 0 0
10 4 12.74286 0 0
8 8.599 6.1 0 0
10 7.989 26.67857 0 0
10 10.155 14.17143 0 0
8 5.133 9 0 0
NEGTIV 12 3.123 34.25714 0

12 4.191 26.64286 0
12 3.545 386.7143 0
Total Length (m) 0 1336 109
Weight per m 0.222 0.395 0.617
Total Weigth (Kg) 0 527.7193 67.10492
1 0 527.7193 67.10492

bar size 8
total
length 1336
wasege 6 percent
80.1599

total
length
include
d 1416

number
of
beraga 118.013

Final
No.of
barga 182
RUCTURE Location: Expansive

12 14 16 20 24

19.6
28.8
41.4 1176
57.6
218.4

146.16

294.24

98.08

36.78
12

0
0
0

26.4
24.54
 73.44
67.14

70.08
64.68
0.33333 0.66667 -0.33333
15.48 0.66667
13.38 1
0.33333 0.66667 -0.33333

0
0.33333 0.66667 -0.33333

0
0.33333 0.66667 -0.33333

0
0.33333 0.66667 -0.33333

0
0.33333 0.66667 -0.33333

0
0
0
0
0
 0
0
0
317 736 255 0 0 14 8
0.888 1.208 1.578 2.468 3.551 14 9
281.6203 888.943 402.67 0
281.6203 888.943 402.67 0

12 14 16 20

317 736 255 0

6 percent 6 percent6 percen10 percent
19.0284 44.1528 15.3108 0

336 780 270 0

28.014 65 22.54 0

545 107 22.5 283

Project: University Sub STRUCTURE

No. of
Dwg Ref. Length No. of membe
No. Member No Dia. (m) bars rs 6 8 10
Elevation column
C-1 14 64.65 1 6
16 0.00 1 6
0 0.00 1 6
st 8 0.90 47.25 6 255.15
C-2 14 85.56 1 2
14 0.00 1 2
0 0.00 1 2
st 8 0.90 47.25 2 85.05
C-3 16 42.54 1 1
16 0.00 1 1
st 8 0.90 47.25 1 42.525
C-4 14 58.38 1 0
16 21.84 1 0
st 8 0.90 113.3333 0 0
C-5 14 42.92 1 0
12 85.84 1 0
st 8 0.90 113.3333 0 0
C-5 14 58.38 1 0
16 21.84 1 0
st 8 0.90 113.3333 0 0
LIFT SHEAR WALL 16 116.48 1 0
14 113.92 1 0
12 3.80 32.66667 0
10 2.60 140 0 0
10 1.76 140 0 0
12 1.12 141 0
Floor Beams

TOTAL
FROM 1-3 LENGTH
FB1 16 26.94 1 1
14 24.54 1 1
st 8 1.2 39.88889 1 47.86667
FB1' 14 42.12 1 1
 16 48.52 1 1
st 8 1.2 60 1 72
FB2 14 34.74 1 1
16 32.34 1 1
20 0 1 1
st 8 1.2 54.44444 1 65.33333
FB3 14 29.1 1 1
14 0 1 1
20 0 1 1
st 8 1.2 25.33333 1 30.4
FB4 16 24.48 1 2
14 13.38 1 2
20 0 1 2
st 8 1.2 49.73333 2 119.36
FB5 14 43.8 1 1
16 32.1 1 1
st 8 1.2 42 1 50.4

FB1 16 26.64 1 1
14 24.54 1 1
st 8 1.2 39.88889 1 47.86667
FB2 14 32.4 1 1
16 34.8 1 1
st 8 1.2 60 1 72
FB3 14 32.94 1 1
16 35.04 1 1
20 0 1 1
st 8 1.2 54.44444 1 65.33333
FB4 16 24.48 1 1
14 22.38 1 1
20 0 1 1
st 8 1.2 25.33333 1 30.4
FB5 16 40.8 1 2
14 31.94 1 2
20 0 1 2
st 8 1.2 49.73333 2 119.36
FB6 16 36.96 1 1
14 26.16 1 1
 st 8 1.2 42 1 50.4
FB7 14 24.48 1 1
14 22.38 1 1
st 8 1.2 42 1 50.4
RB1 14 26.4 1 1
12 24.54 1 1
st 8 1.1 38.35 1 42.185
RB2 14 34.44 1 2
12 32.34 1 2
st 8 1.2 33.2 2 79.68
RB3 14 18.9 1 1
12 16.5 1 1
st 8 1.2 51.5 1 61.8
RB4 16 24.48 1 2
14 22.38 1 2
st 8 1.2 26.13333 2 62.72
RB5 14 46.86 1 1
16 0 1 1
st 8 1.3 20.5 1 26.65

F.SLAB-T.SLAB 10 7.07 12.875 2 182.0525

X-AXIS 10 7.57 20 2 302.8
10 10.57 22 2 465.08
8 7.45 7.5 2 111.75
NGTIV 12 2.59 18.33333 2
10 2.64 29 2 153.12

Y-AXIS 10 2.74 6.75 2 36.99

10 7.7 21.5 2 331.1

10 6.08 21.5 2 261.44
10 7.01 15 2 210.3
10 2.27 28.33333 2 128.6333
10 2.7 28.33333 2 153
10 2.835 49.66667 2 281.61

WATER
TANKER
SLAB
X 10 4.48 16 1 71.68
10 3.2 26.33333 1 84.26667
 10 9.34 11.61111 0 0
10 8.94 12.66667 0 0
10 3.72 12.86667 0 0
10 3.72 15 0 0
10 3.32 28.86667 0 0
Y 8 2.34 9.45 0 0
8 2.34 9.45 0 0
10 9.54 32.66667 0 0
8 4.54 7.4 0 0
12 3.92 44.84615 0

STAIRE 14 13.99 9.4 3

12 11.89 9.4 3

8 3.32 19 3 189.24

8 6.67 19 3 380.19

8 0.00 7 3 0

8 0.00 23 3 0

st.beam 20 13.77 1 3

16 15.16 1 3

st 8 1.50 26.66667 3 120

Total Length (m) 0 2278.06 2662.07
Weight per m 0.222 0.395 0.617
Total Weigth (Kg) 0 899.834 1642.5
1 0 899.834 1642.5
ub STRUCTURE Location: Adama

12 14 16 20 24

387.9
0

171.12
0

42.54
0

0
0

0
0

0
0

0
0
0

26.94
24.54

42.12
 48.52

34.74
32.34
0
0.33333333 0.66667
29.1 0.66666667
0 1
0
0.33333333 0.66667
48.96
26.76
0
0.33333333 0.66667
43.8
32.1

26.64
24.54

32.4
34.8

32.94
35.04
0
0.33333333 0.66667
24.48 0.66666667
22.38 1
0
0.33333333 0.66667
81.6
63.88
0
0.33333333 0.66667
36.96
26.16
 24.48
22.38

26.4
24.54

68.88
64.68

18.9
16.5
0.33333333 0.66667
48.96 0.66666667
44.76 1
0.33333333 0.66667
46.86
0
0.33333333 0.66667

94.9667
 0

394.518

335.298

41.31

45.48

536 1609.558 565.36 41.31 0 14 8

0.888 1.208 1.578 2.468 3.551 14 9
476 1944.346 892.14 101.953 0
476 1944.346 892.14 101.953 5956.72
-0.333333333333333

-0.333333333333333

-0.333333333333333

-0.333333333333333

-0.333333333333333

-0.333333333333333
-0.333333333333333

-0.333333333333333

-0.333333333333333
No Length Width Height Total Remark
A. SUB STRUCTURE

1. EXCAVATION & EARTHWORK

I) Site Clearing

1 0.00 1.00 1.00 -

-
-

Total Sum - m2
II) Bulk Excavation to reduce levels

a) Bulk excavation up to 1500mm

1 0.00 1.00 1.20 -

-
-
Total Sum - m3
b)Pit excavation up to 1500mm

3 1 1 0 1.08 F-1
3 1 1 1.50 5.40 F-3
3 2 2 1.50 14.58 F-4
3 1 0 1.50 2.16 ST.BEAM
0 3 3 1.50 - F-6
0 3 5 1.50 - F-7
0 2 3 1.50 - F-8
0 3 5 1.50 - CF1
0 3.00 6.36 1.50 - CF2
Total Sum 23.22 m3
b)Pit excavation up to 3000mm

3 1 1 0.70 3.02 F1
3 1 1 0.70 2.52 F2
3 2 2 0.70 6.80 F3
3 1 0 0.70 1.01 F4
0 3 3 0.70 -
0 3 5 0.70 -
0 2 3 0.70 -
0 3.30 5.60 0.70 -
0 3.00 6.36 0.70 -
 Total Sum 13.36 m3

c) Back fill around footing and building

0 273.00 1.00 0.80 - around the bldg

36.58
(7.71) DDT footing
(1.98) DDT column

Total Sum 26.89 m3

e) Back fill under slabs

d) Back fill under HARD CORE

0 1841.00 1.00 0.40 - ax 1-1'

0 236.91 1.00 0.40 -
0 0.40 -
0 0.40 -
0 0.40 -
0 0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
0.40 -
Total Sum - m3

f) Cartaway excavated materials

1.00 0.20 -
-
36.58
(26.89)
-
Total Sum 12.11 m2

g) Hard core
1.00 - block1-& 2
0 1841.00 1.00 1.00 -
0 236.91 1.00 1.00 -
0 1.00 -
1.00 -
1.00 - block 3
 1.00 -
1.00 -
1.00 -
1.00 -
Total Sum - m2

2. CONCRETE WORK
I) Lean Concrete

a) Under beams & slabs

0 1841.00 1.00 1 - block 1& 2

1 - block 3
1 -
1 -
1 -
1 -
1 -
Total Sum - m2

b) Under footing

3 1 1 1.00 4.32 F1
3 1 1 1.00 3.60 F2
3 2 2 1.00 9.72 F3
3 1 0 1.00 1.44 F4
0 3 3 1.00 - F5
0 3 5 1.00 - F6
0 2 3 1.00 - F7
0 3 5 1.00 - F8
0 3 6 1.00 - F9
Total Sum 19.08 m2
c) Under masonry wall

0 14.81 0.40 1.00 - GFB 1

0 15.01 0.40 1.00 - GFB 2
0 8.30 0.40 1.00 - GFB 3
0 18.56 0.40 1.00 - GFB 4
0 20.99 0.40 1.00 - GFB 5
0 18.56 0.40 1.00 - GFB 6
0 10.70 0.40 1.00 - GFB 7
0

Total Sum - m2
Material Density kg/m3 Mixing rate m3 Shrinkage Wastage
Cement 1400 1 0.95 1.33 1.05
Sand 1840 4 0.95 1.33 1.15
Gravel 2250 8 0.95 1.33 1.15

II) Reinforced Concrete in

a) Footing
-
3 1.20 1.20 0.25 1.08 F-1
2 1.30 1.30 0.30 1.01 F-2
3 1.00 1.20 0.40 1.44 F-3
3 1.80 1.80 0.40 3.89 F-4
3 1.20 0.40 0.20 0.29 ST.BEAM
0 3.10 3.10 0.75 - F-6
0 3.00 4.90 1.00 - F-7
0 1.80 2.80 0.60 - F-8

0 2.80 5.10 1.20 - CF1

0 2.50 5.86 0.70 - CF2
0 5.86 0.60 0.60 - CF2 BEAM
0 2.50 0.60 0.60 - CF2 BEAM
0 3.00 4.40 0.80 - CF3
0 2.70 3.80 0.60 - MF-1
Total Sum 7.71 m3

b) Foundation Columns
Block-1
11 0.30 0.20 3.00 1.98 C1
0 0.60 0.40 5.50 - C2
0 0.40 0.20 5.66 - C3
0 0.40 0.20 5.66 - C4
0 0.50 0.25 2.66 - C5
0 0.30 0.20 2.66 - C6
0 0.19 1.00 2.50 - C7
0 0.30 0.50 2.50 - C8
0 0.50 0.20 2.50 - C9
0 - C10
0 - C11
0 - C12
0 - C13

Total Sum 1.98 m3

c) BASEMENTfloor beam
 block -1
1 8.19 0.40 0.20 0.66 2BB 1
3 7.46 0.40 0.20 1.79 2BB 2
2 10.80 0.40 0.20 1.73 2BB 3
1 4.46 0.40 0.20 0.36 2BB 4
1 4.61 0.40 0.20 0.37 2BB 5
1 2.86 0.40 0.20 0.23 2BB 6
1 2.87 0.40 0.20 0.23 BB 7
1 2.48 0.40 0.20 0.20
0 0.00 0.40 0.20 -
Total Sum 5.56 m3
c) Ground floor beam
0 7.55 0.50 0.30 - BB 1
0 5.65 0.50 0.30 - BB 2
0 12.02 0.50 0.30 - BB 3
0 2.36 0.50 0.30 - BB 4
0 6.42 0.50 0.30 - BB 5
0 9.59 0.50 0.30 - BB 6
0
0 8.74 0.45 0.30 - GB 1
0 10.87 0.45 0.30 - GB 2
0 5.77 0.45 0.30 - GB 3
0 6.35 0.45 0.30 - GB 4
0 15.59 0.45 0.30 - GB 5
0 7.91 0.45 0.30 - GB 6
0 0.00 0.45 0.30 - GB 13
0 0.00 0.45 0.30 - GB 14

Total Sum - m3

d) 100mm thick Ground floor slabs

1 225.00 1.00 1.00 225.00

-
-
-
-

Total Sum 225.00 m2

Material Density kg/m3 Mixing rate m 3
Shrinkage Wastage
Cement 1400 1 32.19 1.33 1.05
Sand 1840 2 32.19 1.33 1.15
Gravel 2250 3 32.19 1.33 1.15

c) Form work

a) Footing

3 1.20 4.00 0.25 3.60 F1

2 1.30 4.00 0.40 4.16 F2
3 2.20 2.00 0.40 5.28 F3
3 3.60 2.00 0.20 4.32 F4
3 1.60 2.00 0.75 7.20 F5
0 6.20 2.00 1.00 - F6
0 1.80 4.00 0.60 - F7
0 2.80 4.00 1.20 - F8
0 2.50 4.00 0.70 - F9
Total Sum 24.56 m2

b) Foundation Columns
11 0.30 0.20 3.00 21.12 C1
0 0.60 0.40 5.50 0.00 C2
0 0.40 0.20 5.66 0.00 C3
0 0.40 0.20 5.66 0.00 C4
0 0.50 0.25 2.66 0.00 C5
0 0.30 0.20 2.66 0.00 C6
0 0.19 1.00 2.50 0.00 C7
0 0.30 0.50 2.50 0.00 C8
0 0.50 0.20 2.50 0.00 C9
0 0.00 0.00 0.00 0.00 C10
0.00
Total Sum 21.12 m2

c) BASEMENT floor beam

1 8.19 0.80 0.20 6.55 2BB 1

3 7.46 0.80 0.20 17.90 2BB 2
2 10.80 0.80 0.20 17.28 2BB 3
1 4.46 0.80 0.20 3.57 2BB 4
1 4.61 0.80 0.20 3.69 2BB 5
1 2.86 0.80 0.20 2.29 2BB 6
Total Sum 51.28 m3
c) Ground floor beam
0 7.55 1.00 0.30 - BB 1
0 5.65 1.00 0.30 - BB 2
0 12.02 1.00 0.30 - BB 3
0 2.36 1.00 0.30 - BB 4
0 6.42 1.00 0.30 - BB 5
0 9.59 1.00 0.30 - BB 6
0 8.74 0.90 0.30 - GB 1
0 10.87 0.90 0.30 - GB 2
0 5.77 0.90 0.30 -
0 6.35 0.90 0.30 -
0 15.59 0.90 0.30 -
0 7.91 0.90 0.30 -
0 0.00 0.90 0.30 -
0 0.00 0.90 0.30 -
Total Sum - m3

MASONRY WALL (BNGL)

1 8 0.60 1.40 6.88 2BB 1

3 7 0.60 1.40 18.80 2BB 2
2 11 0.60 1.40 18.14 2BB 3
1 4 0.60 1.40 3.75 2BB 4
1 5 0.60 1.40 3.87 2BB 5
1 3 0.60 1.40 2.40 2BB 6
0 0.80 0.60 - m3
0.00
Total Sum 53.85 m3
Material Unit Vol./ m3 m3 Total
Stone m3 1.10 53.85 59.23
Cement Qtl 1.50 53.85 80.77
Sand m3 0.37 53.85 19.92
water Lit. 68.00 53.85 3661.51

MASONRY WALL (ANGL)

1 8.19 0.60 0.50 2.46 GFB 1

3 7.46 0.60 0.50 6.71 GFB 2
2 10.80 0.60 0.50 6.48 GFB 3
1 4.46 0.60 0.50 1.34 GFB 4
1 4.61 0.60 0.50 1.38 GFB 5
1 2.86 0.60 0.50 0.86 GFB 6
0 0.00 0.80 0.50 - GFB 7
0 0.00 -
0 -

Total Sum 19.23 m3

Material Unit Vol./ m3 m3 Total
Stone m3 1.10 19.23 21.15
 Cement Qtl 1.50 19.23 28.85
Sand m3 0.37 19.23 7.12
water Lit. 68.00 19.23 1307.68

EXPANSION JOINT

0 14.81 1.00 1.00 0.00 2

0 15.01 2.00 1.00 0.00 4
0 8.30 2.00 1.00 0.00 2
0 18.56 1.00 1.00 0.00 3
0 20.99 1.00 1.00 0.00 3
0 18.56 2.00 1.00 0.00
0 10.70 2.00 1.00 0.00
0 0.00
0 0.00
0 0.00

Total Sum - m

B. SUPER STRUCTURE
1. CONCRETE WORK
I) Reinforced Concrete in
a) In elevation columns
block-1
11 0.30 0.20 9.45 6.24 C1
0 0.35 0.25 9.45 - C2
0 0.35 0.25 9.45 - C3
0 0.35 0.25 9.45 - C4 1.44
0 1.20 0.15 9.45 - C5
0 0.50 0.40 9.45 - C6
0.50 9.45
0 0.40 0.50 9.45 - C7
0 2.00 0.15 9.45 - sw3
0 8.20 0.15 9.45 - sw1
0 7.10 0.15 9.45 - sw2
0 9.45 - C-16
-
Total Sum 6.24 m3

b)Floor beams

Block-1
3 8.19 0.45 0.20 2.21 FB 1
3 10.80 0.45 0.20 2.92 FB 2
3 10.80 0.45 0.20 2.92 FB 3
3 7.47 0.45 0.20 2.02 FB 4
3 7.47 0.45 0.20 2.02 FB 5
3 7.47 0.45 0.20 2.02
2 4.47 0.45 0.20 0.80 FB 7
0 0.00 0.40 0.20 - WB 1
0 0.00 0.40 0.20 - WB 2
0 0.00 0.50 0.25 - FB 10
0 0.00 0.50 0.25 - FB 11
0

Total Sum 14.90 m3

b)roof beams
Bloock -1
0 7.55 0.50 0.30 - WTB1
0 5.65 0.50 0.30 - WTB2
0 12.02 0.50 0.30 - WTB3
0 2.36 0.50 0.30 - WTB4
0 6.42 0.50 0.30 - WTB5
0 4.13 0.50 0.30 - WTB6
0 3.39 0.50 0.30 - WTB7
0.00 9.20 0.50 0.25 - RB 8
0.00 0.00 0.40 0.25 - RB 9
0.00 0.00 0.40 0.25 - RB 10
0.00 0.00 0.40 0.25 - RB 11
0.00 0.00 0.40 0.25 - RB 12
0.00 0.00 0.40 0.25 - RB 13
0.00 0.00 0.40 0.25 - RB 14
0.00 0.00 0.40 0.25 - RB 15
0.00 0.00 0.40 0.25 - RB 16
0.00 0.00 0.40 0.25 -
0.00 0.00 0.40 0.25 -
Total Sum - m3

C) floor slab 150mm

2 84.00 1.00 1 168.00 1&2

0 55.00 1.00 1 - r00f
0 278.00 1.00 1 - wt
0 185.20 1.00 1 -
0 13.85 1.00 1 -
0 1 - 3rd floor
0 72.35 1.00 1 -
0 1 -
1 -
Total Sum 168.00 m3
 1.00 - 1st-6th
1.00 -
1.00 -
1.00 -
1.00 -
1.00 -
1.00 -
1.00 -
Total Sum - m3
C)160mm thick roof slab

1.00 - 1st-6th
1.00 -
1.00 -
1.00 -
1.00 -
Total Sum - m3

C)Stair

7 8.80 3.20 0.16 31.54

0 2.60 1.55 0.16 -
0 2.26 1.32 0.16 -
0 1.50 0.15 0.30 -
0 -
Total Sum 31.54 m3
I) form work
a) In elevation columns

11 0.30 0.20 9.45 63.69 C1

0 0.35 0.25 9.45 0.00 C2
0 0.35 0.25 9.45 0.00 C3
0 0.35 0.25 9.45 0.00 C4
0 1.20 0.15 9.45 0.00 C5
0 0.50 0.40 9.45 0.00 C6
0 0.40 0.50 9.45 0.00 C7
0 2.00 0.15 9.45 0.00 sw3
0 8.20 0.15 9.45 0.00 sw1
0 7.10 0.15 9.45 0.00 sw2
0 0.00 0.00 9.45 0.00
0
Total Sum 63.69 m2
 b)Floor beams

3 8 1 0 14.50 FB 1
3 11 1 0 19.12 FB 2
3 11 1 0 19.12 FB 3
3 7 1 0 13.22 FB 4
3 7 1 0 13.23 FB 5
3 7 1 0 13.23
2 4 1 0 5.27 FB 7
0 0 1 0 - WB 1
0 0 1 0 - WB 2
0 0 1 0 - FB 10
0 0 1 0 - FB 11
Total Sum 97.67 m2
b) roof beams

- 0.00
0 7.55 0.50 0.30 - WTB1
0 5.65 0.50 0.30 - WTB2
0 12.02 0.50 0.30 - WTB3
0 2.36 0.00 0.00 - WTB4
0 6.42 0.00 0.00 - WTB5
0 4.13 0.00 0.00 - WTB6
0 3.39 0.00 0.00 - WTB7
0 9.20 0.50 0.00 - RB 8
0 0.00 0.40 0.00 - RB 9
0 0.00 0.40 0.00 - RB 10
0 0.00 0.40 0.00 - RB 11
0 0.00 0.40 0.25 - RB 12
0 0.00 0.40 0.25 - RB 13
0.00 -
0.00 -
Total Sum - m2

b) Stair seat

-
-
-
- 92
-

Total Sum - m3
 2) steel structure size 40x40x2.5 rafter 3
3
2.82 0.00 T-1
2.82 0.00 T-2
2.82 0.00 T-3
2.82 0.00 T-4
2.82 0.00 T-5
2.82 0.00 T-6
2.82 0.00 T-7
2.82 0.00 T-8
Total Sum 0.00 kg

2) steel structure size 50x50x3 rafter

block -1
5.19 0.00 T-1
5.19 0.00 T-2
5.19 0.00 T-3
5.19 0.00 T-4
5.19 0.00 block -2
5.19 0.00 T-1
5.19 0.00 T-2
5.19 0.00 T-3
5.19 0.00 T-4
0.00 T-5
5.19 0.00 block 3
5.19 0.00 T-1
5.19 0.00 T-2
5.19 0.00 T-3
5.19 0.00 T-4
5.19 0.00 T-5
5.19 0.00 T-6
5.19 0.00
5.19 0.00
Total Sum 0.00 kg
2) steel structure size25x25x2.5 PURLIN
block-1
1.64 1 0.00 p-1
1.64 1 0.00 p-2
1.64 1 0.00 p-3
1 0.00 block-1
1.64 1 0.00 p-1
1.64 1 0.00 p-2
1.64 1 0.00 p-3
1.64 1 0.00 p-4
1.64 1 0.00
 1 0.00 block-3
1.64 1 0.00 p-1
1.64 1 0.00 p-2
1.64 1 0.00 p-3
1.64 1 0.00 p-4
1.64 1 0.00 p-5
1.64 1 0.00
Total Sum 0.00 kg
2) ANGLE IRON
0.00 p-1
0.00 p-2
0.00 p-3
0.00 p-4
0.00
0.00
0.00 p-5
0.00 p-6
Total Sum 0.00 kg
9.2 Bolts diam. 16mm L = 400mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-3
0.00 T-5
0.00 " T-6
0.00
Total Sum 0.00 pcs
9.2 Bolts diam. 20mm L = 400mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-4
0.00 " T-6
0.00
Total Sum 0.00 pcs

Metal Plat size 200x200x5mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-3
0.00 T-4
0.00 " T-5
 -
-
Total Sum 0.00 pcs
Metal Plat size 200x200x5mm

0.00 Pcs T-1

0.00 " T-2
0.00 T-4

Total Sum 0.00 pcs

2869 2.3 6599.344

324 13.7 4434.69

549 13.7 7516.642
311 50 15547.5
474 40 18944.8
1446 16 23139.52
76182.496
2197 16 35155.2
220 540 118605.6
1682 81 136238.76
1404 40 56175.2
4475 7 31321.92
11269 7 78882.72
20084 7 140591.36
10911 7 76375.04
4388 7 30717.12 704062.92

79 540 42422.4
68 540 36957.6
13 540 7257.6
18 540 9849.6
1689 85 143575.2
 681 40 27225.6
378 40 15104
264 40 10547.2
7275 7 50925.84
1663 7 11640.16
3204 7 22431.36
14911 7 104378.4
10074 7 70517.02
736 187 137632
128 81 10368 700831.98
0
5580 60 334788
0 334788
2465 70 172569.6
517 30 15513.6
0 188083.2
1230 13.6 16728
820 100.8 82656
718 51.2 36736
0 136120
504 163.2 82252.8
108 54.4 5875.2
1155 25.6 29568
589 25.6 15078.4
0 132774.4
1063 14 14880.88
9688 14 135629.76
20 5500 110000
0 260510.64
9698 10 96979.2
1825 27 49269.6
4370 25 109256
2082 18 37478.16
318 150 47679
373 150 55900.5
282 40 11264
0 407826.46
610 13 7936.11
0 7936.11
1016 28 28448
25 18 441
30 28 840
23 36 828
0 30557
211 14.06 2969.472
 96 6.49 623.04
54 8.65 470.56
94 75.7 7121.856
13 14.06 188.9664
10 21.63 207.648
13 22.71 305.2224 11,886.76 11,886.76
2,979,673.21

855 2.3 1967.604

57 13.7 779.256
156 13.7 2136.515
76 50 3808.5
137 40 5484
381 16 6096.16 20272.035

566 16 9051.84
55 540 29646
457 65 29710.2
352 40 14088
1137 7 7958.16
5644 7 39508.56
3742 7 26194.98 156157.74
0
34 540 18500.4
8 540 4082.4
0 22582.8
5 18.56 0.30 1.00 27.84
10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
134.70
5 14.81 0.30 1.00 22.21
15 15.01 0.30 1.00 67.55
5 8.30 0.30 1.00 12.45
5 18.56 0.30 1.00 27.84
10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
236.91

0.076923
147
18.75 2.94
168.75 60.2
0.42
188.75 0.84
5 18.56 0.30 1.00 27.84
10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
134.70

5 18.56 0.30 1.00 27.84

10 20.99 0.30 1.00 62.97
5 18.56 0.30 1.00 27.84
5 10.70 0.30 1.00 16.05
134.70
 3.75 3.95
3.70 3.75
3.67 3.75
3.75 3.96
3.75 3.76

0.2826

1
 295

2160.00

336
 48

1.05
2.10
0.225

207
3.75 3.96
3.75 3.76

2.76 8.0656
1.38 2.84

92 552
24
344
156
4941019226428011PPPPPPPPPP///////

pppp"pppppppp
7.77778E+13
77
 Chemical Store TAKEOFF SHEET

No Length Width Height Total Remark

Block work
20 cm Block work External

1 114.00 1.00 1.00 114.00 Ground floor 49.61

1 109.00 1.00 1.00 109.00 1&3
2 76 1.00 1.00 152.00 wd-1 #REF! 129.86
-1 60.90 1.00 1.00 -60.90
0 498.20 1.00 1.00 0.00
0 38.25 1.00 1.00 0.00
0 64.80 1.00 3.00 0.00
0 140.98 1.00 3.00 0.00
0 117.00 1.00 3.00 0.00
0 102.00 1.00 1.00 0.00
0 93.00 1.00 1.00 0.00 84
0 13.00 1.00 1.00 0.00 42
0 12.00 1.00 1.00 0.00
0 6.40 6.00 1.00 0.00
0 7.60 27.00 1.00 0.00
0 0.83 35.00 1.00 0.00

0.00
0.00
314.10
20 cm Block work internal
0.00 Ground floor
0 5.00 1.00 2.80 0.00 GF
0 18.64 1.00 2.80 0.00 FF
0 16.26 1.00 2.80 0.00 SF
0 3.06 1.00 2.80 0.00 TF
0 14.01 1.00 2.80 0.00
0 5.60 1.00 2.80 0.00
0 14.86 1.00 1.00 0.00
0 8.44 1.00 1.00 0.00 1st -2nd
0 6.75 1.00 1.00 0.00
0 16.96 1.00 1.00 0.00 1st-6th
0 14.88 1.00 1.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 0.00 5.25
15 cm Block work internal
Ground
0.00 power data
1 12.75 1.00 2.80 35.70 itc
1 15 1.00 2.80 43.26
1 19.68 1.00 2.80 55.10
0 55.97 1.00 2.80 0.00
0 43.24 1.00 2.80 0.00 LI
0 46.22 1.00 3.00 0.00
0.00
0.00
0.00
134.06
10 cm Block work internal

1 6.00 1.00 2.85 17.10 toilet

0 5.54 1.00 3.85 0.00
0 1.50 1.00 2.85 0.00
0.00
0.00
0.00
17.10
ceramic floor
n a m
1 75.00 1.00 1.00 75.00 toile
3 76.00 1.00 1.00 228.00 toile
248.00 1.00 1.00 0.00 toile
0 1.58 2.07 1.00 0.00 toile
0 1.80 1.70 1.00 0.00 toile
0 3.08 0.00 0.00 toile

303.00
terrazo floor
n a m
0 4 4 0.00
0 2 2 0.00 toile
0 3 3 0.00 toile
0 3 3 0.00 toile
0 2 1 0.00 toile
0 3 0 0.00 toile
0
0
0.00

woodn parqute
 0.00 ground
0 5.09 3.74 1.00 0.00 corridor
0 2.13 3.80 1.00 0.00
0 2.01 1.69 1.00 0.00 lobby
0 3.06 3.73 1.00 0.00 3rd corr
0 3.79 2.41 1.00 0.00
0 6.72 5.78 1.00 0.00
0 3.82 2.48 1.00 0.00
0 2.58 3.19 2.00 0.00
0 0.00
0.00
0.00
0.00
pvc floor tile

0.00 Ground floor

0 5.15 4.52 0.00 0.00 ax a-b
0 5.15 2.28 0.00 0.00
0 5.15 2.89 0.00 0.00
0 5.15 4.90 0.00 0.00 1700
0 5.15 4.90 0.00 0.00
0 5.15 4.60 0.00 0.00
0 5.15 5.37 0.00 0.00
0 4.80 5.00 0.00 0.00
0 4.80 4.80 0.00 0.00 ax c-d
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 2.10 0.00 0.00
0 4.80 4.90 0.00 0.00
0 5.15 4.52 0.00 0.00 ax e-f
0 5.15 2.28 0.00 0.00
0 5.15 2.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 7.20 0.00 0.00
0 4.80 5.00 0.00 0.00 g-h
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.65 0.00 0.00
0 161.00 1.00 0.00 0.00 cafteria
0 168.00 1.00 0.00 0.00 office pool
0 122.67 1.00 0.00 0.00 office pool
0 1.00 0.00 0.00 3rd
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Pvc skirting
0 5.15 4.52 0.00 0.00 ax a-b
0 5.15 2.28 0.00 0.00
0 5.15 2.89 0.00 0.00
0 5.15 4.90 0.00 0.00 1700
0 5.15 4.90 0.00 0.00
0 5.15 4.60 0.00 0.00
0 5.15 5.37 0.00 0.00
0 4.80 5.00 0.00 0.00
0 4.80 4.80 0.00 0.00 ax c-d
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 2.10 0.00 0.00
0 4.80 4.90 0.00 0.00
0 5.15 4.52 0.00 0.00 ax e-f
0 5.15 2.28 0.00 0.00
0 5.15 2.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 4.90 0.00 0.00
0 5.15 7.20 0.00 0.00
0 4.80 5.00 0.00 0.00 g-h
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.90 0.00 0.00
0 4.80 4.65 0.00 0.00
0 58.00 1.00 0.00 0.00 cafteria
0 58.00 1.00 0.00 0.00 office pool
0 41.00 1.00 0.00 0.00 office pool
0 29.00 1.00 0.00 0.00 dressig
0 0.00 0.00
0 0.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
marble skirting
0 34.84 1.55 3.00 0.00 corridor
0 14.86 1.76 3.00 0.00
0 41.26 1.00 1.00 0.00 lobby
0 20.45 1.80 1.00 0.00 3rd corr
0 6.00 1.55 1.00 0.00
0 3.12 2.00 1.00 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0.00
Ceramic wall
0 10.03 1.80 1.00 0.00 corridor
0 29.20 1.80 1.00 0.00
0 5.18 1.80 3.00 0.00 lobby
0 3.84 1.80 3.00 0.00 3rd corr
0 5.94 1.80 3.00 0.00
0 2.29 1.80 3.00 0.00
0 9.48 1.80 1.00 0.00
0 5.22 1.80 1.00 0.00
0 7.86 1.80 1.00 0.00
0.00
0.00
0.00
Roofing CIS
0.00
0 1.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Flat roof
0 1.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
gutter

0 26.99 1.00 0.00 W-1

0 25.30 1.00 0.00 W-2
0 0.00 W-3 84
0 0.00 W-4 42
0 0.00 W-5

0.00
Glazing 4mm thick cear glass

0.00 W-1
0.00 W-2
0.00 W-3 84
0.00 W-4 42
0.00 W-5

0.00
window cill TERAZO
 0.00 W-1
0.00 W-1
0.00 W-2
0.00 W-3 84
0.00 W-4 42
0.00 W-5
0.00 W-7
0.00 W-8
0.00 TW-1 -2.8
0.00
0.00
Total 0.00
Gutter develop 1340mm
0.00
0.00
0.00
0.00
0.00
1.5mm thick sheet metal faciabord
0.00
0.00
0.00
0.00
0.00
copping 400

0.00
0.00
0.00
Concrete roof

0.00
0.00
0.00
0.00
cis -32

0.00
0.00
0.00
0.00
152.42