The subject of the contract are successive deliveries of broken natural aggregates within the meaning of Article 7 point 4) of the Public Procurement Law (purchase with loading, transport and unloading to places indicated by the Ordering Party) for the needs of maintenance and construction of roads in the administrative area of forest districts subordinate to the Regional Directorate of State Forests in Zielona Góra.
The subject of the contract has been divided into 6 parts ("Tasks")
A detailed description of the order has been included in the SWZ and other documents for the proceedings, which have been made available at the URL: https://www.gov.pl/web/lasy-panstwowe-osrodek-transportu-lesnego-w-swiebodzinie/zamowienia-publiczne
Task No. 1 "Construction of fire access No. DP-18 in the Chwalim Forest District in the Babimost Forest District - STAGE I"The subject of the contract is the supply of aggregate to the area of the Babimost Forest District as part of the implementation of task No. 1.
Under this contract, the Contractor shall supply the Contracting Authority with aggregate in the following types and quantities:
Natural crushed aggregate with continuous grain size 0/31.5 mm – 4 550 t
Natural crushed aggregate with continuous grain 0/5 mm — 190 t
Sand for road purposes with a grain size index not lower than category U3 – 6 160 t
Warning!
The Ordering Party does not allow grey aggregate for fractions 0/31.5 mm.
A. Required properties of aggregate for mixtures with continuous grain fractions of 0-63 mm and 0-31.5 mm:
a) Grain - category not lower than: GA85.
(b) Grain tolerance limit — category not lower than: GTA20.
(c) Percentage of grains of crushed and broken area — category not lower than: C90/3.
d) Dust content – category: f9, f12, f15.
e) Flatness index — category not higher than: FI50.
(f) Shape indicator — category not higher than: SI55.
g) Frost resistance — category not higher than: F2.
h) Superabsorbability: category not higher than: WA242.
i) Contents of foreign pollutants: none.
j) Sand indicator — category: SE4 minimum 35.
B. Required properties of aggregate for mixtures with continuous grain fraction 0/5 mm:
a) Grain - category not lower than: GA85.
b) Grain size tolerance limit – category not lower than: GTC20.
c) Grain bulk density – 3,04 Mg/m3
(d) Density of saturated and surface dried grains: 3,04 Mg/m3.
C. Required properties of sand for road purposes with a grain variety of grain ratio: category not lower than: U3:
(a) Variety of grain: category not lower than: U3;
b) Water permeability indicator: category k10≥6*10-5;
(c) Sand indicator — Category SE4 minimum 35.
A full description of the order can be found in Section 3 of the SWZ
Task No. 2 "Maintenance of forest roads in the forests: Laski, Ochla, Łeżyca, Zagórze, Nietków, Buchałów in the area of the Zielona Góra Forest District"The subject of the contract is the supply of aggregate to the area of the Zielona Góra Forest District as part of the implementation of task No. 2.
Under this contract, the Contractor shall supply the Contracting Authority with aggregate in the following types and quantities:
Natural crushed aggregate with continuous grain size 0/63mm – 1 300 t
Natural crushed aggregate with continuous grain size 0/31.5 mm – 1 800 t
Natural crushed aggregate with continuous grain size 0/5 mm – 500 t
Warning!
The Ordering Party does not allow grey aggregate for fractions 0/31.5 mm.
A. Required properties of aggregate for mixtures with continuous grain fractions of 0-63 mm and 0-31.5 mm:
a) Grain - category not lower than: GA85.
(b) Grain tolerance limit — category not lower than: GTA20.
(c) Percentage of grains of crushed and broken area — category not lower than: C90/3.
d) Dust content – category: f9, f12, f15.
e) Flatness index — category not higher than: FI50.
(f) Shape indicator — category not higher than: SI55.
g) Frost resistance — category not higher than: F2.
h) Superabsorbability: category not higher than: WA242.
i) Contents of foreign pollutants: none.
j) Sand indicator — category: SE4 minimum 35.
B. Required properties of aggregate for mixtures with continuous grain fraction 0/5 mm:
a) Grain - category not lower than: GA85.
b) Grain size tolerance limit – category not lower than: GTC20.
c) Grain bulk density – 3,04 Mg/m3
(d) Density of saturated and surface dried grains: 3,04 Mg/m3.
C. Required properties of sand for road purposes with a grain variety of grain ratio: category not lower than: U3:
(a) Variety of grain: category not lower than: U3;
b) Water permeability indicator: category k10≥6*10-5;
(c) Sand indicator — Category SE4 minimum 35.
A full description of the order can be found in Section 3 of the SWZ
Task No. 3 "Reconstruction of the forest dirt road Przewóz - Borowe pn. Dorota in the area of the Wymiarki Forest District"The subject of the contract is the supply of aggregate to the area of the Wymiarki Forest District as part of the implementation of task No. 3.
Under this contract, the Contractor shall supply the Contracting Authority with aggregate in the following types and quantities:
Natural crushed aggregate with continuous grain size 0/63mm – 8 900 t
Sand for road purposes with a grain size index not lower than category U3 – 5 400 t
Warning!
The Ordering Party does not allow grey aggregate for fractions 0/31.5 mm.
A. Required properties of aggregate for mixtures with continuous grain fractions of 0-63 mm and 0-31.5 mm:
a) Grain - category not lower than: GA85.
(b) Grain tolerance limit — category not lower than: GTA20.
(c) Percentage of grains of crushed and broken area — category not lower than: C90/3.
d) Dust content – category: f9, f12, f15.
e) Flatness index — category not higher than: FI50.
(f) Shape indicator — category not higher than: SI55.
g) Frost resistance — category not higher than: F2.
h) Superabsorbability: category not higher than: WA242.
i) Contents of foreign pollutants: none.
j) Sand indicator — category: SE4 minimum 35.
B. Required properties of aggregate for mixtures with continuous grain fraction 0/5 mm:
a) Grain - category not lower than: GA85.
b) Grain size tolerance limit – category not lower than: GTC20.
c) Grain bulk density – 3,04 Mg/m3
(d) Density of saturated and surface dried grains: 3,04 Mg/m3.
C. Required properties of sand for road purposes with a grain variety of grain ratio: category not lower than: U3:
(a) Variety of grain: category not lower than: U3;
b) Water permeability indicator: category k10≥6*10-5;
(c) Sand indicator — Category SE4 minimum 35.
A full description of the order can be found in Section 3 of the SWZ
Task No. 4 "Construction of fire access No. 80 "LONGINA" in the Krzystkowice Forest District, Klępina Forestry"The subject of the contract is the supply of aggregate to the area of the Krzystkowice Forest District as part of the implementation of task No. 4.
Under this contract, the Contractor shall supply the Contracting Authority with aggregate in the following types and quantities:
Natural crushed aggregate with continuous grain size 0/63mm – 3 500 t
Natural crushed aggregate with continuous grain size 0/31.5 mm – 1 500 t
Natural crushed aggregate with continuous grain size 0/5 mm – 200 t
Sand for road purposes with a grain size index not lower than category U3 – 3 000 t
Warning!
The Ordering Party does not allow grey aggregate for fractions 0/31.5 mm.
A. Required properties of aggregate for mixtures with continuous grain fractions of 0-63 mm and 0-31.5 mm:
a) Grain - category not lower than: GA85.
(b) Grain tolerance limit — category not lower than: GTA20.
(c) Percentage of grains of crushed and broken area — category not lower than: C90/3.
d) Dust content – category: f9, f12, f15.
e) Flatness index — category not higher than: FI50.
(f) Shape indicator — category not higher than: SI55.
g) Frost resistance — category not higher than: F2.
h) Superabsorbability: category not higher than: WA242.
i) Contents of foreign pollutants: none.
j) Sand indicator — category: SE4 minimum 35.
B. Required properties of aggregate for mixtures with continuous grain fraction 0/5 mm:
a) Grain - category not lower than: GA85.
b) Grain size tolerance limit – category not lower than: GTC20.
c) Grain bulk density – 3,04 Mg/m3
(d) Density of saturated and surface dried grains: 3,04 Mg/m3.
C. Required properties of sand for road purposes with a grain variety of grain ratio: category not lower than: U3:
(a) Variety of grain: category not lower than: U3;
b) Water permeability indicator: category k10≥6*10-5;
(c) Sand indicator — Category SE4 minimum 35.
A full description of the order can be found in Section 3 of the SWZ
Task No. 5 "Repair of the forest duct - fire access No. 2/2 Three Spruce Trees in the area of the Forest District Lubsko - Mierków Forestry, Starosiedle"The subject of the contract is the supply of aggregate to the area of the Forest District Lubsko as part of the implementation of task No. 5.
Under this contract, the Contractor shall supply the Contracting Authority with aggregate in the following types and quantities:
Natural crushed aggregate with continuous grain size 0/31.5 mm – 1 300 t
Natural crushed aggregate with continuous grain size 0/5 mm – 170 t
Warning!
The Ordering Party does not allow grey aggregate for fractions 0/31.5 mm.
A. Required properties of aggregate for mixtures with continuous grain fractions of 0-63 mm and 0-31.5 mm:
a) Grain - category not lower than: GA85.
(b) Grain tolerance limit — category not lower than: GTA20.
(c) Percentage of grains of crushed and broken area — category not lower than: C90/3.
d) Dust content – category: f9, f12, f15.
e) Flatness index — category not higher than: FI50.
(f) Shape indicator — category not higher than: SI55.
g) Frost resistance — category not higher than: F2.
h) Superabsorbability: category not higher than: WA242.
i) Contents of foreign pollutants: none.
j) Sand indicator — category: SE4 minimum 35.
B. Required properties of aggregate for mixtures with continuous grain fraction 0/5 mm:
a) Grain - category not lower than: GA85.
b) Grain size tolerance limit – category not lower than: GTC20.
c) Grain bulk density – 3,04 Mg/m3
(d) Density of saturated and surface dried grains: 3,04 Mg/m3.
C. Required properties of sand for road purposes with a grain variety of grain ratio: category not lower than: U3:
(a) Variety of grain: category not lower than: U3;
b) Water permeability indicator: category k10≥6*10-5;
(c) Sand indicator — Category SE4 minimum 35.
A full description of the order can be found in Section 3 of the SWZ
Task No. 6 "Maintenance of forest roads in the area of the Torzym Forest District"The subject of the contract is the supply of aggregate to the area of the Torzym Forest District as part of the implementation of task No. 6.
Under this contract, the Contractor shall supply the Contracting Authority with aggregate in the following types and quantities:
Natural broken aggregate with continuous grain size 0/31.5 mm – 2 000 t
Natural crushed aggregate with continuous grain size 0/5 mm – 150 t
Warning!
The Ordering Party does not allow grey aggregate for fractions 0/31.5 mm.
A. Required properties of aggregate for mixtures with continuous grain fractions of 0-63 mm and 0-31.5 mm:
a) Grain - category not lower than: GA85.
(b) Grain tolerance limit — category not lower than: GTA20.
(c) Percentage of grains of crushed and broken area — category not lower than: C90/3.
d) Dust content – category: f9, f12, f15.
e) Flatness index — category not higher than: FI50.
(f) Shape indicator — category not higher than: SI55.
g) Frost resistance — category not higher than: F2.
h) Superabsorbability: category not higher than: WA242.
i) Contents of foreign pollutants: none.
j) Sand indicator — category: SE4 minimum 35.
B. Required properties of aggregate for mixtures with continuous grain fraction 0/5 mm:
a) Grain - category not lower than: GA85.
b) Grain size tolerance limit – category not lower than: GTC20.
c) Grain bulk density – 3,04 Mg/m3
(d) Density of saturated and surface dried grains: 3,04 Mg/m3.
C. Required properties of sand for road purposes with a grain variety of grain ratio: category not lower than: U3:
(a) Variety of grain: category not lower than: U3;
b) Water permeability indicator: category k10≥6*10-5;
(c) Sand indicator — Category SE4 minimum 35.
A full description of the order can be found in Section 3 of the SWZ