eng24 7-1-1 pg.rtf f1b.pdf

Translation from Romanian and Russian into English  
2026-424 
                                                                                      
Reconstruction of the terminal 
building of “Eugen Doga” 
International Airport - Chisinau 
(cadastral no. 0100120.236.01), 
including partial replanning of 
internal spaces and building 
extension 
Form No. 1B 
(name of the facility) WinEstimate 
 
Cost Estimate-Offer No. 7-1-1 
Landscaping 
(name of works) 
 
Coefficient for cost of machine operation = 1,1500 
Coefficient for basic wages = 1,1500 
 
No. Norm 
symbol and 
resource 
code   
 
Description of works        
 
Unit of 
measure 
(U.M.)  
Quantity 
according to the 
design data 
 
1 2 3 4 5 
  1. Demolitions 
 
   
1 RpDC04B 
 
Cutting with a machine using diamond 
discs of expansion and contraction joints 
in wearing concrete for roads and streets  
Small materials (rags, brooms, etc.) = 1,0300 
 
m 309,000 
 7123011000200 Concrete worker man-
hours 
131,48 
 
2881116002721 
Reinforced diamond-segmented cutting disc with 
wide slot, diameter (D) = 400 mm, type IA-IR-
55/C1 
pieces 1,114 
 1212121212121 Water m³ 12,731 
 2940520007684 Concrete joint cutting machine with abrasive 
discs, 24 horsepower (HP) 
machine-
hours 
131,48 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
131,48 
2 DI155A 
 
Milling with a milling machine of the 
worn asphalt concrete layer, having drum 
width 1000 mm, layer depth: 5 cm   
 
m² 80,000 
 9310060019930 Worker man-
hours 
3,211 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 2,56
1 2 3 4 5 
 2940420007200 Milling machine with drum width 1000 mm machine-
hours 
1,674 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
1,674 
 3410540000001 Truck, 5 tonnes machine-
hours 
1,674 
3 DI109 
 
Mechanized removal of asphalt concrete 
pavement / Demolition of asphalt 
concrete pavement, thickness h = 0.12 m  
 
m³ 285,000 
 9310060019930 Worker man-
hours 
524,40 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
6,26 
 2952270003370 Pneumatic hammer 4.0–5.9 m³/min machine-
hours 
254,006 
 12340002506 Compressor 5–6 m³/min  machine-
hours 
254,006 
4 DI109 
 
Mechanized removal of asphalt concrete 
pavement / Demolition of asphalt 
concrete pavement, thickness h = 0.12–
0.30 m   
 
m³ 232,000 
 9310060019930 Worker man-
hours 
426,88 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
5,096 
 2952270003370 Pneumatic hammer 4.0–5.9 m³/min machine-
hours 
206,77 
 12340002506 Compressor 5–6 m³/min  machine-
hours 
206,77 
5 DI109 
 
Mechanized removal of asphalt concrete 
pavement / Demolition of sidewalk 
pavement, thickness h = 0.20 m   
 
m³ 94,000 
 9310060019930 Worker man-
hours 
172,96 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
2,065 
 2952270003370 Pneumatic hammer 4.0–5.9 m³/min machine-
hours 
83,777 
 12340

00 
 9310060019930 Worker man-
hours 
172,96 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
2,065 
 2952270003370 Pneumatic hammer 4.0–5.9 m³/min machine-
hours 
83,777 
 12340002506 Compressor 5–6 m³/min  machine-
hours 
83,777 
6 RpCS19G 
 
Demolitions: curbs at sidewalks, set in 
concrete / Demolition of concrete curb 
stone for roads  
 
m 230,000 
 7129020012800 Paver man-
hours 
68,77 
 9310060019922 Service worker  man-
hours 
68,77 
7 RpCS19G 
 
Demolitions: curbs at sidewalks, set in 
concrete / Demolition of concrete curb 
stone for sidewalk  
m 50,000
1 2 3 4 5 
 
 7129020012800 Paver man-
hours 
14,95 
 9310060019922 Service worker  man-
hours 
14,95 
8 TsC18B1 
 
Mechanical excavation with bulldozer on 
crawler tractor of 65–80 horsepower 
(HP), including pushing of soil up to 10 
m, in terrain category 2  
 
100 m³ 0,310 
 2952260003553 Crawler bulldozer up to 65–80 horsepower (HP) machine-
hours 
0,977 
9 TsC03F1 
 
Mechanical excavation with excavator 
0.40–0.70 m³, with internal combustion 
engine and hydraulic control, in soil with 
natural moisture, unloading into vehicles, 
terrain category II (soil loading)  
 
100 m³ 0,310 
 2952260003501 Crawler excavator, single-bucket, with internal 
combustion engine, 0.40–0.70 m³ 
machine-
hours 
0,802 
10 TsI51B10 
 
Transportation of soil by 10 tonne dump 
truck over a distance of 20 km  
 
tonne 52,700 
 3410540000007 Dump truck, 10 tonnes machine-
hours 
5,751 
11 TsC03F1 
 
Mechanical excavation with excavator 
0.40–0.70 m³, with internal combustion 
engine and hydraulic control, in soil with 
natural moisture, unloading into vehicles, 
terrain category II (waste loading)  
 
100 m³ 6,150 
 2952260003501 Crawler excavator, single-bucket, with internal 
combustion engine, 0.40–0.70 m³ 
machine-
hours 
15,913 
12 TsI51B10 
 
Transportation of soil by 10 tonne dump 
truck over a distance of 20 km  
 
tonne 1 374,750 
 3410540000007 Dump truck, 10 tonnes machine-
hours 
150,033 
   
 
 
   
    Total Demolitions               
   2. Earthworks 
 
   
13 TsC03F1 
 
Mechanical excavation with excavator 
0.40–0.70 m³, with internal combustion 
engine and hydraulic control, in soil with 
natural moisture, unloading into vehicles, 
terrain category II  
 
100 m³ 0,400 
 2952260003501 Crawler excavator, single-bucket, with internal 
combustion engine, 0.40–0.70 m³ 
machine-
hours 
1,035 
14 TsI51B5 Transportation of soil by 10 tonne dump tonne 68,000

 
100 m³ 0,400 
 2952260003501 Crawler excavator, single-bucket, with internal 
combustion engine, 0.40–0.70 m³ 
machine-
hours 
1,035 
14 TsI51B5 Transportation of soil by 10 tonne dump tonne 68,000
1 2 3 4 5 
 truck over a distance of 15 kilometres  
 
 3410540000007 Dump truck, 10 tonnes machine-
hours 
5,943 
15 TsC51B 
 
Works for unloading soil at the storage 
site, terrain category II  
 
100 m³ 0,400 
 9310060019900 Unskilled worker man-
hours 
0,166 
 1411122201752 Crushed stone  m³ 0,002 
 2952260003554 Bulldozer 79 kilowatts (kW) (108 horsepower 
(HP)) 
machine-
hours 
0,184 
   
 
 
   
    Total Earthworks               
   3. Asphalt pavement of access roads, type 
A-1  
 
   
16 DA12C 
 
Base layer or reprofiling layer made of 
crushed stone fraction 25–32 (LA30) in 
accordance with SM SR EN 13242 + 
A1:2010, for roads, mechanically laid, 
executed without wedging and without 
mudding  
 
m³ 664,720 
 7129020012800 Paver man-
hours 
229,328 
 1411122201641
6 
Crushed stone fr.=25-32 (LA30) m³ 844,194 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 33,236 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
32,106 
 2952240004010 Self-propelled static roller compactor with 
smooth steel drums R 8–14, 14 ton-force (tf) 
machine-
hours 
166,645 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
3,822 
17 DI107 
 
Priming of base layer surfaces prior to 
application of an asphalt concrete layer, 
0.6 litres per square metre (l/m²)  
 
tonne 1,424 
 2320322600040
1 
Bitumen tonne 1,467 
 2952220000000 Bitumen sprayer 3500–3600 litres machine-
hours 
0,491 
18 DB19H 
 
Asphalt concrete surfacing with crushed 
stone BAD 22.4 in accordance with 
Practical Code CP D.02.25:2021, hot 
laid, 7.0 cm thick, mechanically laid   
 
m² 2 374,000 
 7129040010110 Asphalt paver operator man-
hours 
191,107 
 1111000100013
118 
Asphalt mixture with crushed stone BAD 22.4 tonne 391,71 
 1421102200000 Bituminous sand tonne 7,122 
 2710603420379 Hot-rolled square steel bar, width = 30 mm kg 45,106
1 2 3 4 5 
 2952240004010 Self-propelled static roller compactor with 
smooth steel drums R 8–14, 14 ton-force (tf) 
machine-
hours 
25,117 
 2952240004003 Self-propelled static pneumatic tyre roller 
compactor 10.1–16 ton-force (tf) 
machine-
hours 
25,117 
 
2952240005100 
Self-propelled asphalt finisher for asphalt 
mixtures with internal combustion engine, 92 
horsepower (HP) 
machine-
hours 
25,117 
19 DI107 
 
Priming of base layer surfaces prior to 
application of an asphalt concrete layer, 
0.3 litres per square metre (l/m²)  
 
tonne 0,712 
 2320322600040
1 
Bitumen tonne 0,733 
 2952220000000 Bitumen sprayer 3500–3600 litres machine-
hours 
0,246 
20 DB16H 
 
Asphalt concrete surfacing based on 
bituminous mastic MAS 16 50/70 in 
accordance with Practical Code CP 
D.02.25:2021, hot laid, 4.0 cm thick, 
mechanically laid / k = 1.25  
Coefficient = 1.25

H 
 
Asphalt concrete surfacing based on 
bituminous mastic MAS 16 50/70 in 
accordance with Practical Code CP 
D.02.25:2021, hot laid, 4.0 cm thick, 
mechanically laid / k = 1.25  
Coefficient = 1.2500 
 
m² 2 374,000 
 7129040010110 Asphalt paver operator man-
hours 
170,631 
 1111000100013
200 
Asphalt mixture based on bituminous mastic 
MAS 16 50/70 
tonne 278,945 
 1421102200000 Bituminous sand tonne 8,902 
 2710603420379 Hot-rolled square steel bar, width = 30 mm kg 32,642 
 2952240004010 Self-propelled static roller compactor with 
smooth steel drums R 8–14, 14 ton-force (tf) 
machine-
hours 
18,087 
 2952240004003 Self-propelled static pneumatic tyre roller 
compactor 10.1–16 ton-force (tf) 
machine-
hours 
18,087 
 
2952240005100 
Self-propelled asphalt finisher for asphalt 
mixtures with internal combustion engine, 92 
horsepower (HP) 
machine-
hours 
18,087 
   
 
 
   
    Total Asphalt pavement 
of access roads, type A-1  
              
   4. Concrete paving slab surfacing of 
sidewalks and apron area, type B-1  
 
   
21 DA12C 
 
Base layer or reprofiling layer made of 
gravel, for roads, mechanically laid, 
executed without wedging and without 
mudding  
 
m³ 28,020 
 7129020012800 Paver man-
hours 
9,667 
 1411122201642
1 
Gravel m³ 35,585 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 1,401 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
1,353 
 2952240004010 Self-propelled static roller compactor with machine- 7,025
1 2 3 4 5 
smooth steel drums R 8–14, 14 ton-force (tf) hours 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
0,161 
22 DA06B2 
 
Rolled natural aggregate layer, having the 
function of filtering resistance, insulating, 
ventilation, frost protection and anti-
capillary, mechanically laid, with sand  
 
m³ 23,250 
 7129020012800 Paver man-
hours 
9,893 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 5,394 
 1421102200525 Sorted unwashed river and lake sand 0.0–7.0 mm m³ 30,481 
 2952240004010 Self-propelled static roller compactor with 
smooth steel drums R 8–14, 14 ton-force (tf) 
machine-
hours 
4,091 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
0,615 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
1,283 
23 CG48A 
 
Reinforced concrete floor finishes 
C10/12.5 with hardened top layer, 
thickness 20 cm./ Consumption of 
welded reinforcement mesh VR 100 × 
100 mm, diameter 4 mm – 1.88 
kilograms per square metre (kg/m²)  
Small materials (polyethylene film, water) = 
1,0200 
 
m² 467,000 
 9310060019930 Worker man-
hours 
418,899 
 2663102100002
3 
Concrete class C10/12.5 m³ 96,697 
 2872122005452
3 
Welded reinforcement mesh VR 100 × 100 mm, 
diameter 4 mm 
kg 895,519 
 2651122100402
2 
Cement M-400  kg 2 143,53 
 2873122000752 Embedded parts kg 24,77 
 2524217304418 Flexible polyethylene strip

 
Welded reinforcement mesh VR 100 × 100 mm, 
diameter 4 mm 
kg 895,519 
 2651122100402
2 
Cement M-400  kg 2 143,53 
 2873122000752 Embedded parts kg 24,77 
 2524217304418 Flexible polyethylene strip m² 12,385 
 2430117326845 Water-curing compound MASTERKURE-113 l 71,451 
 2430226100802 Polyurethane primer ELASTPOLIMER-110 l 1,81 
 2682117345590 Continuous polyethylene backing rod D-10 mm m 138,139 
 2682117345591 Plastic stopper MASTEP LEX 474 kg 9,146 
 2524217304419 Polyethylene tape with adhesive layer A50 m 271,514 
 2881116002697 Diamond disc D-350 mm pieces 1,905 
 2952160007200 Lifting equipment for finishing works machine-
hours 
1,074 
 2952270003103 Vibrator  machine-
hours 
10,848 
 2940340004215 Machines for concrete finishing works machine-
hours 
22,019 
 2940420007694 Joint cutting device, power 9.6 kilowatts (kW) 
(13 horsepower (HP)) 
machine-
hours 
6,445 
 2952240005106 Industrial vacuum cleaner machine-
hours 
1,074 
 2410520006800 Truck-mounted concrete pump machine-
hours 
8,808
1 2 3 4 5 
24 CG48A1 
 
Adjustments: add or deduct when 
changing thickness by 10 mm / k = 8  
Coefficient = 8.0000 
 
m² -467,000 
 9310060019930 Worker man-
hours 
-63,157 
 2663102100002
3 
Concrete class C10/12.5 m³ -38,107 
 2952270003103 Vibrator  machine-
hours 
-4,296 
 2940420007696 Joint cutter machine-
hours 
-4,296 
 2410520006800 Truck-mounted concrete pump machine-
hours 
-4,296 
25 CG50B 
 
Execution of ceramic granite floor 
finishes fixed with adhesive: tile 
dimensions under 60 × 60 cm / Vibro-
pressed paving slabs, thickness 40 mm  
 
m² 467,000 
 9310060019930 Worker man-
hours 
1 025,228 
 2670112202052
5 
Vibro-pressed paving slabs, thickness 40 mm m² 474,005 
 2462106110554 Adhesive based on acrylic resins or latex kg 2 008,10 
 2430226100000
1 
Grout kg 93,40 
 2881116002700 Abrasive disc pieces 9,34 
 4100126202818  Water m³ 1,868 
 2952270003205 Universal stone cutting machine machine-
hours 
24,489 
 2922140006702 Window crane machine-
hours 
6,23 
 2952270007607 Electric drilling machine with auger attachment machine-
hours 
2,846 
   
 
 
   
    Total Concrete paving 
slab surfacing of 
sidewalks and apron area, 
type B-1  
              
   5. Apron surfacing type B-2 
 
   
26 DA12C 
 
Base layer or reprofiling layer made of 
gravel, for roads, mechanically laid, 
executed without wedging and without 
mudding  
 
m³ 7,920 
 7129020012800 Paver man-
hours 
2,732 
 1411122201642
1 
Gravel m³ 10,058 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 0,396 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
0,383 
 2952240004010 Self-propelled static roller compactor with 
smooth steel drums R 8–14, 14 ton-force (tf) 
machine-
hours 
1,986

2220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
0,383 
 2952240004010 Self-propelled static roller compactor with 
smooth steel drums R 8–14, 14 ton-force (tf) 
machine-
hours 
1,986
1 2 3 4 5 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
0,046 
27 DA06B2 
 
Rolled natural aggregate layer, having the 
function of filtering resistance, insulating, 
ventilation, frost protection and anti-
capillary, mechanically laid, with sand  
 
m³ 6,600 
 7129020012800 Paver man-
hours 
2,808 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 1,531 
 1421102200525 Sorted unwashed river and lake sand 0.0–7.0 mm m³ 8,653 
 2952240004010 Self-propelled static roller compactor with 
smooth steel drums R 8–14, 14 ton-force (tf) 
machine-
hours 
1,161 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
0,175 
 2952220003546 Motor grader up to 175 horsepower (HP) machine-
hours 
0,364 
28 CG48A 
 
Reinforced concrete floor finishes 
C10/12.5 with hardened top layer, 
thickness 20 cm./ Consumption of 
welded reinforcement mesh VR 100 × 
100 mm, diameter 4 mm – 1.88 
kilograms per square metre (kg/m²)  
Small materials (polyethylene film, water) = 
1,0200 
 
m² 132,000 
 9310060019930 Worker man-
hours 
118,404 
 2663102100002
3 
Concrete class C10/12.5 m³ 27,332 
 2872122005452
3 
Welded reinforcement mesh VR 100 × 100 mm, 
diameter 4 mm 
kg 253,123 
 2651122100402
2 
Cement M-400  kg 605,88 
 2873122000752 Embedded parts kg 7,001 
 2524217304418 Flexible polyethylene strip m² 3,501 
 2430117326845 Water-curing compound MASTERKURE-113 l 20,196 
 2430226100802 Polyurethane primer ELASTPOLIMER-110 l 0,512 
 2682117345590 Continuous polyethylene backing rod D-10 mm m 39,046 
 2682117345591 Plastic stopper MASTEP LEX 474 kg 2,585 
 2524217304419 Polyethylene tape with adhesive layer A50 m 76,745 
 2881116002697 Diamond disc D-350 mm pieces 0,539 
 2952160007200 Lifting equipment for finishing works machine-
hours 
0,304 
 2952270003103 Vibrator  machine-
hours 
3,066 
 2940340004215 Machines for concrete finishing works machine-
hours 
6,224 
 2940420007694 Joint cutting device, power 9.6 kilowatts (kW) 
(13 horsepower (HP)) 
machine-
hours 
1,822 
 2952240005106 Industrial vacuum cleaner machine-
hours 
0,304 
 2410520006800 Truck-mounted concrete pump machine-
hours 
2,49 
29 CG48A1 Adjustments: add or deduct when m² -132,000

ne-
hours 
1,822 
 2952240005106 Industrial vacuum cleaner machine-
hours 
0,304 
 2410520006800 Truck-mounted concrete pump machine-
hours 
2,49 
29 CG48A1 Adjustments: add or deduct when m² -132,000
1 2 3 4 5 
 changing thickness by 10 mm / k = 10  
Coefficient = 10.0000 
 
 9310060019930 Worker man-
hours 
-22,315 
 2663102100002
3 
Concrete class C10/12.5 m³ -13,464 
 2952270003103 Vibrator  machine-
hours 
-1,518 
 2940420007696 Joint cutter machine-
hours 
-1,518 
 2410520006800 Truck-mounted concrete pump machine-
hours 
-1,518 
30 CG50B 
 
Execution of ceramic granite floor 
finishes fixed with adhesive: tile 
dimensions under 60 × 60 cm / Vibro-
pressed paving slabs, thickness 40 mm  
 
m² 132,000 
 9310060019930 Worker man-
hours 
289,786 
 2670112202052
5 
Vibro-pressed paving slabs, thickness 40 mm m² 133,98 
 2462106110554 Adhesive based on acrylic resins or latex kg 567,60 
 2430226100000
1 
Grout kg 26,40 
 2881116002700 Abrasive disc pieces 2,64 
 4100126202818  Water m³ 0,528 
 2952270003205 Universal stone cutting machine machine-
hours 
6,922 
 2922140006702 Window crane machine-
hours 
1,761 
 2952270007607 Electric drilling machine with auger attachment machine-
hours 
0,805 
   
 
 
   
    Total Apron surfacing 
type B-2 
              
   6. Curbs 
 
   
31 DE10A 
 
Prefabricated concrete curbs for 
sidewalks 20 × 25 cm, on concrete 
foundation 30 × 15 cm / Road curb BP 
100.30.15 on concrete C16/20 XF1  
 
m 256,000 
 9310060019900 Unskilled worker man-
hours 
44,16 
 7129020012800 Paver man-
hours 
129,536 
 2663102100037 Concrete class C16/20 XF1 m³ 11,52 
 2651122100024 Portland cement P 40 bags S388 kg 747,52 
 1421102200513 Sorted unwashed river and lake sand 0.0–3.0 mm m³ 2,048 
 2666122800282
3 
Road curb BP 100.30.15 m 257,28 
 4100116202818 Water for mortars and concrete m³ 1,536 
32 DE11A 
 
Small prefabricated concrete curbs with 
section 10 × 15 cm, for edging green 
areas, sidewalks, alleys, etc., placed on a 
m 65,000
1 2 3 4 5 
concrete foundation 10 × 20 cm / 
Sidewalk curb BP 100.20.8 on concrete 
C16/20 XF1  
 
 9310060019900 Unskilled worker man-
hours 
8,97 
 7129020012800 Paver man-
hours 
13,455 
 2663102100037 Concrete class C16/20 XF1 m³ 3,12 
 2651122100024 Portland cement P 40 bags S388 kg 66,30 
 1421102200513 Sorted unwashed river and lake sand 0.0–3.0 mm m³ 0,195 
 2666122800323
2 
Sidewalk curb BP 100.20.8 m 65,325 
 4100116202818 Water for mortars and concrete m³ 0,195 
   
 
 
   
    Total Curbs               
   7. Backfilling of stormwater drainage 
channels, demolition 
 
   
33 TsC03F1 
 
Mechanical excavation with excavator 
0.40–0.70 m³, with internal combustion 
engine and hydraulic control, in soil with 
natural moisture, unloading into vehicles, 
terrain category II  
 
100 m³ 0,240 
 2952260003501 Crawler excavator, single-bucket, with internal 
combustion engine, 0.40–0.70 m³ 
machine-
hours 
0,621 
34 TsI51B5 
 
Transportation of soil by 10 tonne dump 
truck over a distance of 

 2952260003501 Crawler excavator, single-bucket, with internal 
combustion engine, 0.40–0.70 m³ 
machine-
hours 
0,621 
34 TsI51B5 
 
Transportation of soil by 10 tonne dump 
truck over a distance of 15 kilometres  
 
tonne 38,400 
 3410540000007 Dump truck, 10 tonnes machine-
hours 
3,356 
35 TsC51B 
 
Works for unloading soil at the storage 
site, terrain category II  
 
100 m³ 0,240 
 9310060019900 Unskilled worker man-
hours 
0,099 
 1411122201752 Crushed stone  m³ 0,001 
 2952260003554 Bulldozer 79 kilowatts (kW) (108 horsepower 
(HP)) 
machine-
hours 
0,11 
36  
 
Clay (the price is included if the soil is 
procured from a quarry)  
 
m³ 24,000 
 60036 Clay m³ 24,00 
37 TsD01B 
 
Spreading by shovel of loosened soil in 
uniform layers, 10–30 cm thick, by 
throwing up to 3 m from piles, including 
breaking of clods, the soil originating 
from medium terrain  
 
m³ 24,000 
 9310060019900 Unskilled worker man-
hours 
8,556 
38 TsD05B Compaction with a mechanical rammer 100 m³ 0,240
1 2 3 4 5 
 of 150–200 kilograms (kg) of fills in 
successive layers 20–30 centimetres (cm) 
thick, excluding watering of each 
individual layer, the fills being executed 
from cohesive soil  
 
 9310060019900 Unskilled worker man-
hours 
2,434 
 2952270004021 150–200 kg mechanical rammer with internal 
combustion engine 6 hp (4 kW) 
machine-
hours 
2,603 
   
 
 
   
    Total Backfilling of 
stormwater drainage 
channels, demolition 
              
   8. Green areas 
 
   
39 TsG08A 
 
Felling with mechanical saw of 
coniferous trees, including manual 
transport of timber to storage areas, 
outside or within the work zone, the trees 
having diameter 10–30 cm  
 
pieces 13,000 
 6141120100300 Forklift man-
hours 
2,841 
 8141260100100 Trimmer man-
hours 
16,296 
 7422090100200 Debarker man-
hours 
5,232 
 2955270002608 Chain mechanical saw 2.2 kilowatts (kW), 3 
horsepower (HP) (Chainsaw) 
machine-
hours 
1,435 
40 TsG06A 
 
Removal by manual means of stumps of 
coniferous trees (excluding fir) or soft 
deciduous trees and transport of timber to 
storage areas, outside or within the work 
zone, the transport being carried out by 
manual carrying, stump or root diameter 
10–30 cm 
pieces 13,000 
 8141260100100 Trimmer man-
hours 
3,737 
 9310060019900 Unskilled worker man-
hours 
13,006 
41 TrB01A2-
5 
 
Transportation of materials from Group 4 
(loading, stacking, unloading, stacking), 
with pneumatic wheelbarrows, over a 
distance of 50 m  
 
tonne 1,950 
 9310060019900 Unskilled worker man-
hours 
2,96 
42 TrI1AA02
C3 
 
Loading of materials from Group A – 
heavy, in lumps by throwing – from ramp 
or ground, into vehicle category 3  
 
tonne 1,950

50 
 9310060019900 Unskilled worker man-
hours 
2,96 
42 TrI1AA02
C3 
 
Loading of materials from Group A – 
heavy, in lumps by throwing – from ramp 
or ground, into vehicle category 3  
 
tonne 1,950
1 2 3 4 5 
 9310060019900 Unskilled worker man-
hours 
1,009 
43 TsI51B10 
 
Transportation of soil by 10 tonne dump 
truck over a distance of 20 km  
 
tonne 1,950 
 3410540000007 Dump truck, 10 tonnes machine-
hours 
0,213 
44 TsH05A 
 
Uniform spreading of the topsoil layer on 
horizontal terrain or with a slope of 20%, 
preserving its structure, in layers 10 cm 
thick  
 
m² 100,000 
 7129020012880 Landscape gardener–floriculturist man-
hours 
12,65 
45 TsH09A 
 
Sowing of lawn grass on horizontal 
surfaces or on slopes under 30%   
 
100m2 1,000 
 7129020012880 Landscape gardener–floriculturist man-
hours 
5,543 
 0221107204435 Seeds of perennial grasses (pm) kg 3,96 
46 TsH12B 
 
Watering of surfaces with hose from 
tanker  
 
100m2 1,000 
 7129020012880 Landscape gardener–floriculturist man-
hours 
0,759 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 1,00 
 3410540005603 Water tanker truck, 5–8 tonnes, equipped with 
spraying devices 
machine-
hours 
0,444 
47 TsH238B 
 
Manual digging of pits for planting trees 
and shrubs in unfrozen soil, depth up to 
0.4 m – medium soil  
 
pieces 17,000 
 9310060019900 Unskilled worker man-
hours 
12,121 
48 TsH24C 
 
Planting of deciduous tree saplings, 
without root ball / Thuja, age 6 years  
 
pieces 17,000 
 9310060019900 Unskilled worker man-
hours 
0,782 
 7129020012880 Landscape gardener–floriculturist man-
hours 
14,662 
 1111000100037 Thuja, age 6 years pieces 17,68 
 4100116202806 Industrial water in tankers for road and 
earthworks construction 
m³ 0,034 
 0221107204203 Straw in bundles, diameter 8–16 mm, length 70–
80 cm 
kg 6,80 
 1714227322897 Hemp rope 9–16 mm kg 0,68 
 2052157343803 Reed mats 1.8 × 1.8 m pieces 0,68 
   
 
 
   
    Total Green areas               
   9. Road markings
1 2 3 4 5 
49 DF17A 
 
Longitudinal, transverse and various road 
markings, mechanically executed with 
paint, on carriageway surfaces (white)  
 
m² 37,000 
 9310060019900 Unskilled worker man-
hours 
16,169 
 7141020013300 Painter (plasterer-painter) man-
hours 
3,829 
 2430126108720 White enamel II E.109-5  kg 27,01 
 2430226109418 Thinner for marking products D.009-3 NI 1708-
61 A9 
kg 12,95 
 
2940340004200 
Road marking striping machine with internal 
combustion engine 29–33 kilowatts (kW), 40–45 
horsepower (HP) 
machine-
hours 
2,042 
   
 
 
   
    Total Road markings                 
 Total   
 Social insurance   
 Transportation expenses   
 Supply and storage expenses   
 Direct expenses   
 Overhead expenses   
 Total including overhead expenses (CR)   
 Estimated profit   
 Total including estimated profit   
 
Total estimate: 
Including wages     
 
 
Subsemnata, Poleacova Ana, tradu cător 
autorizat, (limba Englez ă), certific 
exactitatea traducerii c

mated profit   
 Total including estimated profit   
 
Total estimate: 
Including wages     
 
 
Subsemnata, Poleacova Ana, tradu cător 
autorizat, (limba Englez ă), certific 
exactitatea traducerii cu textul 
înscrisului, care a fost vizată de mine şi 
port răspundere personală pentru 
corectitudinea traducerii actului.   
Undersigned, Poleacova Ana, sworn translator, 
(English language), c ertify the authenticity of 
the translation which corresponds to the text 
of the authentic document, which was 
confirmed by me and I do take personal 
responsibility for the truthfulness of the 
translation.  
26.02.2026 
      Semnătura 
Signature  
 
 
Translator’s stamp: /Republic of Moldova,  
Authorization AT No. 461 of 10.02.2014, AT No. 500 of 21.07.2014,  
English, French, Romanian, Russian, Translator