Проектно- -сметное дело В-4.doc

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Uploaded: 28.09.2013
Content: 30928205054957.doc (306,5 kB)
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Description

Task №1. To determine the estimated cost and the estimated cost of the works for laying linoleum on the underlying basis teplozvukoizoliruyuschey thickness of 3.6 mm under the following conditions.


Terms Data in thous. (For option)
1 2 3 4 5 6 7 8 9 10
1. costs
on
materials (M)

2. The basic monthly salary (RFP)

3. The costs of operating the machinery (EM)
56.35


5.42



0.10
84.52


8.13



0.15
90.18


8.63



0.16
95.79


9.24



0.17
101.43


9.76



0.18
107.07


10.30



0.19
112.7


10.84



0.20
118.3


11.3



0.21
123.97


11.92



0.22
129.6


12.47



0.23

This task is recommended to perform on 2.2 "the estimated cost structure." It is necessary to clarify the concept of the estimated cost and the cost of construction, part of the direct costs, the procedure for calculating the value of the overhead of civil works and the procedure for determining the amount of planned savings.

Additional information

Task № 2. Determine the estimated cost of construction of an auto repair shop under the following conditions.
This task is recommended to perform on 2.2 "the estimated cost structure." It is necessary to clarify the concept of the estimated cost of installation work, the composition of the direct costs, the procedure for calculating the value of the cost of installation and the procedure for determining the value of the planned savings.


Terms Data in thous. (For option)
brick monolith team.
w / w window
(Wooden)
floors
top
finishing
Zem.rab metal.
Konstr Protection page. Konstr.
1 2 3 4 5 6 7 8 9 10
1. The cost of the materials (M)

2.Core
wages (ZPO)

3.Zatraty to operate machines and
mechanisms (EM)

4. Wages serving machines
(PAZ) 193.7



16.8




10.50



4.20 212.60



18.48




11.55



4.62 231.92



20.16




12.6



5.04 251.25



21.84




13.65



5.46 274.78



23.52




14.7



5.88 289.91



25.2




15.75



6.3 309.23



26.88




16.8



6.72 328.56



28.56




17.87



7.14 154.62



13.44




8.40



3.36 173.94



17.84




9.45



3.78

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