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BQ - Supporting Building Kendal

1. The document provides a cost estimate for construction works including garbage pile works, excavation, rebar concrete works, architecture works, finishing, paint works, and others works. 2. It lists 21 line items under garbage pile works, excavation, rebar concrete works, architecture works, and paint works including specifications, units, volumes, unit prices and amounts for each work. 3. The total cost estimate for part A which includes garbage pile works, excavation, and rebar concrete works is Rp. 133,011,644.

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Kkn Tematik
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75 views1 page

BQ - Supporting Building Kendal

1. The document provides a cost estimate for construction works including garbage pile works, excavation, rebar concrete works, architecture works, finishing, paint works, and others works. 2. It lists 21 line items under garbage pile works, excavation, rebar concrete works, architecture works, and paint works including specifications, units, volumes, unit prices and amounts for each work. 3. The total cost estimate for part A which includes garbage pile works, excavation, and rebar concrete works is Rp. 133,011,644.

Uploaded by

Kkn Tematik
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Unit Price Amount

Num TYPE OF WORK SPESIFICATION UNIT VOLUME


(Rp) (Rp)

Garbage
A Pile Works
1 Cutting Pile Heads nos 21,00 108.000,00 2.268.000

B Excavation
1 Excavation Pile Cap m3 18,95 36.000,00 682.290
2 Excavation Tie Beam m3 7,96 36.000,00 286.487
3 Back Filling Foundation Pit ； m3 13,75 16.000,00 219.996
4 BASE COURSE Stone gravel & Compated Sand 15mm thk CBR 80% m3 32,36 56.000,00 1.812.384
5 Fill Sand, Compacted m3 3,04 158.400,00 481.825

C Rebar Concrete Works


1 Lean Concrete Tie beam & pile cap (site mix) m3 3,04 765.000,00 2.326.996
2 Lean Concrete Ground floor m3 8,09 56.000,00 453.096
3 Structural Concrete ；Pile Cap m3 3,31 51.000,00 168.683
4 Concrete Floor, Tie Beam m3 5,86 51.000,00 299.052
5 Concrete Coloumn m3 4,90 56.000,00 274.176
6 Beam , RIng Balk m3 8,89 51.000,00 453.538
7 Slab Ground Floor m3 19,42 51.000,00 990.338
8 Rebar Ground Slab kg 2.189,20 1.512,00 3.310.070
9 Rebar Pile Cap P8 - D10 kg 1.512,00 -
D13 - D25 kg 677,84 1.512,00 1.024.898
10 Rebar Tie beam P8 - D10 kg 389,40 1.512,00 588.766
D13 - D25 kg 792,85 1.512,00 1.198.795
11 Rebar Coloumn P8 - D10 kg 269,98 1.512,00 408.206
D13 - D25 kg 951,29 1.512,00 1.438.346
12 Rebar Beam P8 - D10 kg 379,10 1.512,00 573.196
D13 - D25 kg 1.742,93 1.512,00 2.635.303
13 Slab Roof m3 18,85 51.000,00 961.554
14 Rebar Roof kg 1.296,25 1.512,00 1.959.928
15 Plastic PE m2 161,82 3.400,00 550.188
16 Form Work Pile Cap m2 17,64 110.500,00 1.949.220
17 Form Work Tie Beam m2 58,64 110.500,00 6.479.455
18 Form Work Roof Slab m2 201,77 110.500,00 22.295.585
19 Formworks Beam , Ringbalk m2 77,20 110.500,00 8.530.600
20 Formworks Column m2 42,43 110.500,00 4.688.736

D ARCHITECTURE WORKS ；
1 Build the wall, block wall thick 130mm m2 169,76 100.300,00 17.027.329
2 Plastered + acian m2 362,54 64.000,00 23.202.816
3 Skimcoat Concrete Surface m2 321,40 21.250,00 6.829.793
Practical column
4 Concrete site mix m3 0,75 765.000,00 573.903
5 rebar kg 134,88 1.512,00 203.933
6 formwork m2 13,64 76.500,00 1.043.460
Practical beam
7 Concrete site mix m3 1,56 765.000,00 1.192.574
8 rebar kg 188,38 1.512,00 284.824
9 formwork m2 17,97 76.500,00 1.374.338

E FINISHING

F Paint Works
1 Painting Works 2 Layer Interior m2 496,48 17.160,00 8.519.631
2 Painting Works 2 Layer Eksterior m2 187,46 18.400,00 3.449.338

G Others Works

SUMMARY OF A 133.011.644

SUBTOTAL 133.011.644

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