ADDENDUM 4, Lot II

Republic of Montenegro
Government of the Republic of Montenegro
Directorate for Public Works
Our reference: Podgorica, March 14, 2006


In accordance with Article 18 of the Public Procurement Law hereby

Addendum 4
(LOT II)

Is issued to Tender Documents No. 05-1/06 for construction and commissioning of the Bureau for Educational Services, Examination Center and Center for Vocational Education in Podgorica

Bureau for Educational Services, Examination Center and Center for Vocational Education in Podgorica
Book III (Bill of Quantity, Section Building Works and Construction Trades, Item 3 (Brick Works) originally specified:
- Item 3.1
Bricklaying of interior and façade walls with Giter block 19x19x25 cm in lime cement mortar.Door and window lintels are made by the concrete type 30 and appropriate metal framework and formwork are included in this position. It is also included vertical ring beams, as it is stated inthe project. All works are to be done according to project and general description.
The calculation is done per m3 of performed works.

basement
(6.20+6.40+3.80+4.60+5.20+5.20+
3.80+6.40+6.20+3.80+4.60+5.20+
5.20+5.20+6.40+3.80+3.20+2.60+
1.20+3.40)x2.90x0.20+
4(1.40x2.30x0.20) = 56.28

it is deducted
8(1.00x2.20x0.20) 0 3.52
= 52.76


ground floor
6(5.40x3.30x0.20)+2(540x2.30x0.20)+
2(3.80+2.00+1.60)x3.34x0.20+
4(1.40x2.30x0.20)+(1.20+5.20+2.60)x
3.30x0.20+2(3.80x0.90x0.20) = 46.00

it is deducted
9(1.00x2.20x0.20) = 3.96
= 42.04

first floor
10(5.40x3.30x0.20)+2(4.30x3.00x0.20)+
2(5.40x2.30x0.20)+4(1.40x2.30x0.20)+
(8.60x3.30x0.20)+16(6.60x3.30x0.20) =
= 30.36
= 93.35

second floor
10(5.40x4.10x0.20)+4(1.40x2.30x0.20)+
2(5.40x2.30x0.20)+2(2.70+4.10)/2x5.40x0.20+
2(1.60+2.00)x4.10x0.20+16(6.60x2.20x
0.20)+2(1.20+2.30)/2x5.30x0.20 = 115.23

it is deducted
25(1.00x2.20x0.20)+48(1.20x1.20x1.20x0.20) =
= 24.82
= 90.41
m2 278.56 x =

Is herewith changed to be read:
- Item 3.1
Bricklaying of interior and façade walls with Giter block 19x19x25 cm in lime cement mortar.Door and window lintels are made by the concrete type 30 and appropriate metal framework and formwork are included in this position. It is also included vertical ring beams, as it is stated inthe project. All works are to be done according to project and general description.
The calculation is done per m3 of performed works.

basement
(6.20+6.40+3.80+4.60+5.20+5.20+
3.80+6.40+6.20+3.80+4.60+5.20+
5.20+5.20+6.40+3.80+3.20+2.60+
1.20+3.40)x2.90x0.20+
4(1.40x2.30x0.20) = 56.28

it is deducted
8(1.00x2.20x0.20) 0 3.52
= 52.76

ground floor
6(5.40x3.30x0.20)+2(540x2.30x0.20)+
2(3.80+2.00+1.60)x3.34x0.20+
4(1.40x2.30x0.20)+(1.20+5.20+2.60)x
3.30x0.20+2(3.80x0.90x0.20) = 46.00

it is deducted
9(1.00x2.20x0.20) = 3.96
= 42.04

first floor
10(5.40x3.30x0.20)+2(4.30x3.00x0.20)+
2(5.40x2.30x0.20)+4(1.40x2.30x0.20)+
(8.60x3.30x0.20)+16(6.60x3.30x0.20) =
= 30.36
= 93.35
second floor
10(5.40x4.10x0.20)+4(1.40x2.30x0.20)+
2(5.40x2.30x0.20)+2(2.70+4.10)/2x5.40x0.20+
2(1.60+2.00)x4.10x0.20+16(6.60x2.20x
0.20)+2(1.20+2.30)/2x5.30x0.20 = 115.23

it is deducted
25(1.00x2.20x0.20)+48(1.20x1.20x1.20x0.20) =
= 24.82
= 90.41
m3 278.56 x =



Faithfully,


Zarko Zivkovic, CE
D I R E C T O R