lime station boq & spec (autosaved) (autosaved)

8/12/2019 Lime Station BOQ & Spec (Autosaved) (Autosaved)

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EMPLOYER:

CONSULTANT:

CONTRACTOR:

PROJECT:

LOCATION:

Qty L/W/D Product

10 3.00

TAKE OFF SHEET No. 001

BLOCK: LIME STATION

SUB STRUCTURE

__________________________

Contractor

______________________________

Supervisor



Qty L/W/D Product3.60

1.50

162.00

2 2.30

2.30

1.50 15.87

Total Qty

10 3.00

3.60

1.08

116.10

2 2.30

2.30

1.08 11.37

Total Qty

2 9.23

1.00

2.00 36.92

2 5.69

1.00

2.00 22.76

Total Qty

24.00

14.00

0.78 260.40

177.87

127.47 59.68

365.02

10 2.70

3.30

0.40 (35.64)

2 2.00

__________________________

Contractor

______________________________

Supervisor



Qty L/W/D Product2.00

0.33 (2.60)

10 0.55

0.45

2.88 (7.12)

2 0.40

0.40

2.88 (0.92)

19.43

0.30

0.45 (2.62)

10.34

0.30

0.45 (1.40)

Total Qty

2 2.00

2.00 8.00

8 3.60

2.70 77.76

Total Qty

72.00

1.00 72.00

Total Qty19.93

9.975 198.80175

Total Qty

2 47.06

0.30 28.24

Total Qty

2 2.00

2.00

0.33 2.60

8 3.60

2.70

0.40 31.10

__________________________

Contractor

______________________________

Supervisor



Qty L/W/D Product

Total Qty

2 0.40

0.40

3.25 1.04 8 0.73

0.43

3.25 8.01

Total Qty

37.91

0.45

0.30 5.12

9.15

0.45

0.30 1.24

Total Qty

37.91

0.45

0.30 5.12

9.15

0.45

0.30 1.24

Total Qty

0.14

72.00 10.08

Total Qty

400 mm

150mm

19.93

9.975 198.80175

Total Qty

__________________________

Contractor

______________________________

Supervisor



Qty L/W/D Product

2 8.00

0.33 5.20

8 12.60

0.40 40.32

Total Qty

2 1.60

3.25 10.40

8 2.50

3.25 65.00

Total Qty

37.91

0.90 34.12

Total Qty

37.91

0.90 34.12

Total Qty

72

0.4 28.8

Total Qty

Total Qty

Total Qty

Total Qty

Total Qty

__________________________

Contractor

______________________________

Supervisor



METEC

SHAHID ASSOCIATES

AWASH CONSTRUCTION

KESEM SUGAR FACTORY

SABURE

Sum


LIME STATION

SUB STRUCTURE

__________________________

Contractor

______________________________

Supervisor



Sum

177.87

127.47

59.68

__________________________

Contractor

______________________________

Supervisor



Sum

314.73

575.13

85.76

72.00

198.80

28.24

__________________________

Contractor

______________________________

Supervisor



Sum

33.70

9.05

6.35

6.35

55.46

Typical Aprone

198.80

__________________________

Contractor

______________________________

Supervisor



Sum

45.52

75.40

34.12

34.119

28.80

3,788.32

3,788.32

610.08

610.08

2,287.35

2,287.35

59.81

__________________________

Contractor

______________________________

Supervisor



1. EXCAVATION & EARTHWORK

01. Pit Excavation for footing foundation to a depth not exceeding 150 cm

from reduced level


SUB STRUCTURE

__________________________

Contractor

______________________________

Supervisor



F1

F2

m3

02. Ditto but exceeding 150 cm but not exceeding 300 cm(PQ)

F1

F2

m3

03. Trench foundation excavation in ordinary soil to a depth not exceeding

100cm (PQ)

(Trench length along axis A&B =3.615x2+4=11.23m)

Axis A&B

(Trench length along axis 1&4 =2.0375x2=4.075m)

Axis 1&4

m3

04. Fill under hard core and around footing with selected material and

compact in layers not exceeding 200mm (compaction up to 95% proctor

density)(PQ)

Under Hardcore

Fill under hard core and under aprone and above EL 0.00

Around footing and strip beam

Excavation for footing and trench

Item 01

Item 02Item 03

Total footing excavation

deduction-pad & column

Footing Pad

F1

__________________________

Contractor

______________________________

Supervisor



F2

Footing column

C1

C2

Foundation beam

FB 1

FB 2

fill around footing and trench

m3 Backfill

2.CONCRETE WORK

2.1 7.5cm thick blind concrete quality grade D undera) Under Foundation pad.

F1

F2

m2

b) Under aprone

m2c) Under Floor Slab

m2

d) Under Foundation and Plinth Beam

Total length =37.91+9.15=47.06m

m2

2.2 Reinforced concrete quality grade A , filled in to form

work and vibrated around rod reinforcement (Formwork and

reinforcement measured separately)

a) In footing pad

Footing Pad

F1

F2

__________________________

Contractor

______________________________

Supervisor



m3

b) In Footing Column

Footing column

C1

C2

m3

c) In Foundation beam

2*18.955=37.91m

m3

d) In plinth beam

Total beam length

m3

e) In aprone

Area=0.14m2

m3

Section

1000 mm

75 mm

Area=0.14m2

2.3 150mm thick Reinforced concrete quality grade B , in

floor slab

m2

3.Provide, cut and fix in position sawn structural wood or steel

formwork which ever is appropriate. __________________________

Contractor

______________________________

Supervisor



a) In footing pad

F1

F2

m2

b) In foundation column

C1

C2

m2

c) In Foundation beam

m2

d) In Plinth beam

(Plinth beam lenth=37.91m)

m2

e) In Aprone

m2

4.Mild steel Reinforcement according to structural drawingsa) Diam.19 mm

Kg

b) Diam.13 mm

Kg

c) Diam.10 mm

Kg

5.13mm thick premolded compressible joint filler with

elastometric sealent in isolaton joint between grade beam and

RC slab painted with two coats of asphaltMl

__________________________

Contractor

______________________________

Supervisor



EMPLOYER:

CONSULTANT:

CONTRACTOR:

Qty L/W/D Product Sum1. CONCRETE WORK

Reinforced concrete class C-25

68.30 01) in elevation column

34.80 2,376.84

27.78

2.70 75.01

7.30

2.70 19.71

37.15

1.30 48.30

49.15

1.30 63.90

54.20

1.30 70.46

Total Qty 2,654.21 m2

1.A.1.2, Trees more than 80 mm in dia

5.00

Total Qty 5.00 No.68.30 1.A.1.3, Site clearing to remove top soil 20 cm.

34.80

2,376.84


1 68.30 1.A.1.4, Bulk excavation over the site to reduce ground up to an average

34.80 depth of 100cm from stripped ground level.

0.50 1,188.42


1.A.1.8,Excavate for trench masonry foundation for22 3.70 masonry and entrance step wall to a depth not exceeding

1.00 150cm starting from stripped ground level.

1.55 126.17 On axis Y1 & Y6

12 4.20

1.00

1.55 78.12 On axis X1 & X12

2 1.75

1.00


PROJECT: SUGAR FACTORY

LOCATION: KESEM

BLOCK: FEEDING TABLE

SUPER STRUCTURE



1.55 5.43 Between existing building

Total Qty 209.72 m3

1.A.1.9,Excavate for Isolated foundation footing

34 2.30 to a depth not exceeding

2.30 150cm starting from stripped ground level.

0.06 10.79

Total Qty 10.79 m3

34 2.30 1.A.1.10ditto but from 150 to 300m

2.30 from stripped ground level.

1.55 278.78

Total Qty 278.78 m3

1.A.1.11,Fill over Excavated ground up to the bottom level

1 65.70 of the lean concrete with satisfactory soil (selected material)

32.20

1.04 (From Masonry to Masonry in side, the longest side is 65.7m& Shorter

2,200.16 side is 32.2m)

2 0.30 deduct columns

0.40

1.04 (0.25)

32 0.40

0.70

1.04 (9.32)

Total Qty 2,190.59 m3 ( total fill under H.C)

1.A.1.12, Ditto as above item but around isolated

Foundation footing.

34 2.30 (depth d=2.94m from 0.00.)

2.30

1.81 325.55

34 1.80

1.80

0.50

(55.08) ddt (pad + lean C)area=50cm

32 0.70

0.40

1.81 (2-0.5=1.5)

(16.22) ddt coln C1 area2 0.30

0.40

1.81

(0.43) ddt coln C2 area

Total Qty 253.81 m3

1.A.1.13, Ditto as above item but around

masonry foundation

44 5.60 Total trench excavation volume



0.25

1.50 92.40

12 6.10

0.25

1.50 27.45

2 2.00

0.25

1.50 1.50

Total Qty 121.35 m3

1.A.1.15,Ridge from Spoil heap & cart away surplus

excavated materials to a distance not exceeding

5km from site.

475.37 Item 1.A.1.3

1,188.42 Item 1.A.1.4.

209.72 Item 1.A.1.8.

10.79 Item 1.A.1.9.

278.78 Item 1.A.1.10

1.25


1.A.1.16 Ditto as above item but to surpluses .

excavated material of item no. 1.A.1.01.

398.13 Item 1.A.1.01 X0.2.

Total Qty 398.13 m3

1.A.1.18,Allow lump sum amount of dewatering

from excavation pit.

Total Qty 1.00 ls

1.A.2.CONCRETE WORK

1.A.2.1, C-5 lean concrete,5cm thick

34 1.90 A)under footing Foundation pad.

1.90

122.74

Total Qty 122.74 m2

C)under stone masonry.

22 5.60 (6-0.4=5.6m)

0.60

73.92

12 6.10 (6.5-0.4=6.1m)

0.60 43.92

2 2.00 Between existing block

0.60

2.40

Total Qty 120.24 m2

1.A.2.3, C-25 reinforced concrete

A) In Concrete pad



A.1, Isolated footing pad

34 1.800

1.80

0.45

49.57

Total Qty 49.57 m3

B,In foundation column

32 2.30 B.1, From footing pad to ground floor.0.70 (3-0.46=2.55m)

0.40

20.61

2 2.30

0.40

0.30

0.55

Total Qty 21.16 m3

1.A.2.4 Form work

A) For concrete pad

136 1.800 A.1, Isolated footing pad0.45 (34*4=136)

110.16

Total Qty 110.16 m2

B, For foundation column

(C1=32*2=64), (3-2*0.45=2.1)

64 2.30

0.70

103.04

64 2.30

0.40

58.88

4 2.30 (C2, Size=30*40)0.40

3.68

4 2.30

0.30

2.76

Total Qty 168.36 m2

1.A.2.7 Reinforcement bar

1,115.04 A) Diam.8 mm

Total Qty 1,115.04 Kg

2,073.46 D) Diam. 14 mm

Total Qty 2,073.46 Kg2,454.06 E) Diam. 16 mm

Total Qty 2,454.06 Kg

1.A.4, MASONRY WORK

3.01 50cm thick stone masonry work

1.A.4.2, Construct 50cm thick hard trachitic or equivalent stone

masonry foundation wallA, Below Natural ground floor level (BNGL)

(6.5-0.35-0.2=5.95)wall on axis X1&X12,between axises Y1,Y2 &

Y5,Y6.



(6.5-0.35-0.2=5.95)wall on axis X1&X12,between axises Y1,Y2 &

22 5.60

2.15 (6-0.4=5.6)

0.50

132.44 wall on axis Y1 & Y6

6 6.10

1.50 (6.5-2*0.2=6.1

0.50 27.45

6 5.95 (6.5-0.2-0.35=5.95) See figure above.

2.15

0.50

38.38

2 2.00 Part of masonry which is constructed aligned with the four corner colns

2.15 15cm thick

0.50 (1.61-0.5=1.11m)

4.30

Total Qty 202.57 m3

1.A.4.3, Ditto but for Steps and above natural ground level

(99cm given to be above NGL.

22 5.60

0.29

0.50

17.86

6 6.10

0.29

0.50

5.31

6 5.95

0.29 0.50

5.18

2 2.00

0.29

0.50

0.58 Part of masonry Aligned on corner column.

Total Qty 28.93 m3

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