|
General Soil Sample
|
6-1 |
Moisture Content Soil Investigation
|
6,000 |
3-5 Days |
|
|
General Soil Sample
|
6-10 |
Plastic limit Soil Investigation
|
7,750 |
3-5 Days |
|
|
General Soil Sample
|
6-11 |
Shrinkage limit Soil Investigation
|
11,000 |
3-5 Days |
|
|
General Soil Sample
|
6-12 |
Shrinkage limit coefficient Soil Investigation
|
2,500 |
3-5 Days |
|
|
General Soil Sample
|
6-13 |
Specific gravity Soil Investigation
|
14,000 |
3-5 Days |
|
|
General Soil Sample
|
6-14 |
UC Undisturbed Soil Investigation
|
10,500 |
3-5 Days |
|
|
General Soil Sample
|
6-15 |
UC Remolded Soil Investigation
|
12,250 |
3-5 Days |
|
|
General Soil Sample
|
6-17 |
UC Hard soil Soil Investigation
|
14,000 |
3-5 Days |
|
|
General Soil Sample
|
6-18 |
One dimensional consolidation Soil Investigation
|
19,750 |
3-5 Days |
|
|
General Soil Sample
|
6-18b |
Elasticity coefficient Soil Investigation
|
4,750 |
3-5 Days |
|
|
General Soil Sample
|
6-2 |
Wet Density Soil Investigation
|
7,500 |
3-5 Days |
|
|
General Soil Sample
|
6-20 |
Swelling Soil Investigation
|
9,500 |
3-5 Days |
|
|
General Soil Sample
|
6-21 |
Free Swelling Soil Investigation
|
10,000 |
3-5 Days |
|
|
General Soil Sample
|
6-22 |
Constant head permeability Soil Investigation
|
16,250 |
3-5 Days |
|
|
General Soil Sample
|
6-23 |
Falling head permeability Soil Investigation
|
16,250 |
3-5 Days |
|
|
General Soil Sample
|
6-24 |
Direct shear-cohesionless soil Soil Investigation
|
6,500 |
3-5 Days |
|
|
General Soil Sample
|
6-25 |
Direct shear-cohesion soil Soil Investigation
|
10,000 |
3-5 Days |
|
|
General Soil Sample
|
6-26 |
Direct shear Soil Investigation
|
8,750 |
3-5 Days |
|
|
General Soil Sample
|
6-27 |
Triaxial-cohesionless soil Soil Investigation
|
12,250 |
3-5 Days |
|
|
General Soil Sample
|
6-28 |
Triaxial-cohesion soil Soil Investigation
|
17,000 |
3-5 Days |
|
|
General Soil Sample
|
6-29 |
Triaxial Soil Investigation
|
14,750 |
3-5 Days |
|
|
General Soil Sample
|
6-3 |
Dry Density Soil Investigation
|
6,500 |
3-5 Days |
|
|
General Soil Sample
|
6-30 |
Drained Triaxial Soil Investigation
|
14,500 |
3-5 Days |
|
|
General Soil Sample
|
6-31 |
Fan Test Soil Investigation
|
6,500 |
3-5 Days |
|
|
General Soil Sample
|
6-32 |
Hydrometer Soil Investigation
|
25,250 |
3-5 Days |
|
|
General Soil Sample
|
6-33 |
Swelling-swelling device Soil Investigation
|
17,000 |
3-5 Days |
|
|
General Soil Sample
|
6-34 |
Dividing Soil Investigation
|
8,250 |
3-5 Days |
|
|
General Soil Sample
|
6-35 |
Test Definition Soil Investigation
|
4,750 |
3-5 Days |
|
|
General Soil Sample
|
6-4 |
Sieve analysis Soil Investigation
|
12,250 |
3-5 Days |
|
|
General Soil Sample
|
6-5 |
Hydrometer analysis Soil Investigation
|
21,000 |
3-5 Days |
|
|
General Soil Sample
|
6-6 |
Sieve no.200 Soil Investigation
|
7,000 |
3-5 Days |
|
|
General Soil Sample
|
6-7 |
Liquid limit-1 point Soil Investigation
|
11,250 |
3-5 Days |
|
|
General Soil Sample
|
6-8 |
Liquid limit-3 points Soil Investigation
|
14,000 |
3-5 Days |
|
|
General Soil Sample
|
6-9 |
Liquid limit-con pentration Soil Investigation
|
7,500 |
3-5 Days |
|
|
Drilling & Site Investigation
|
5-14-9a |
Internal site exploration-lab vehicles Drilling Department
|
50,000 |
3-5 Days |
|
|
Drilling & Site Investigation
|
5-14-9b |
Internal site exploration-customer vehicles Drilling Department
|
30,000 |
3-5 Days |
|
|
Drilling & Site Investigation
|
8-1-1 |
Drilling-1 Drilling Department
|
28,000 |
3-5 Days |
|
|
Drilling & Site Investigation
|
8-11-1 |
Drilling-3 Drilling Department
|
13,000 |
3-5 Days |
|
|
Drilling & Site Investigation
|
8-13 |
Drilling-4 Drilling Department
|
15,000 |
3-5 Days |
|
|
Drilling & Site Investigation
|
8-17-1 |
Equipment transportation-internal Drilling Department
|
50,000 |
3-5 Days |
|
|
Drilling & Site Investigation
|
8-17-3 |
Internal site equipment-lab vehicles Drilling Department
|
30,000 |
3-5 Days |
|
|
Drilling & Site Investigation
|
8-2-2 |
Drilling-2 Drilling Department
|
84,000 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
13-57 |
Gypsum Chemical Tests
|
14,500 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
14-1 |
Sulphate-SO3-Soil Chemical Tests
|
23,000 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
14-2 |
Organic Material Chemical Tests
|
7,500 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
14-4 |
T.S.S Chemical Tests
|
11,000 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
14-5 |
CL-Soil Chemical Tests
|
20,000 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
14-6 |
Caco3 Chemical Tests
|
13,000 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
14-7 |
PH Chemical Tests
|
5,500 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
15-1 |
X-Ray Chemical Tests
|
32,750 |
3-5 Days |
|
|
Chemical Analysis Sample (Water/Soil)
|
15-3 |
Sample Prepration Chemical Tests
|
10,500 |
3-5 Days |
|
|
Irregularity
|
11-5-2 |
Irregularity test per 100 m Asphalt Section
|
258,000 |
3-5 Days |
|
|
Irregularity
|
5-14-4 |
Staff transport Asphalt Section
|
44,250 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-1 |
Penetration (ASTM D5) Asphalt Section
|
7,500 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-10 |
Solubility (ASTM D2042) Asphalt Section
|
16,500 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-2 |
Ductility (ASTM D113) Asphalt Section
|
9,250 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-20 |
Elastic recovery (ASTM D6084) Asphalt Section
|
18,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-3 |
Softening point (ASTM D36) Asphalt Section
|
8,250 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-4 |
Flash & fire point (ASTM D92) Asphalt Section
|
10,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-5 |
Rolling thin-film oven — RTFOT (ASTM D2872) Asphalt Section
|
13,500 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-1-8 |
Mass loss on RTFOT (ASTM D2872) Asphalt Section
|
8,250 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-8-1 |
Mixing / sample preparation Asphalt Section
|
50,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-8-10 |
Bending beam rheometer — BBR (ASTM D6648) Asphalt Section
|
175,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-8-2 |
Dividing Asphalt Section
|
10,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-8-6 |
Rotational viscosity (ASTM D4402) Asphalt Section
|
25,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-8-7 |
Dynamic shear rheometer — DSR (ASTM D7175) Asphalt Section
|
100,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-8-8 |
Pressure aging vessel — PAV (ASTM D6521) Asphalt Section
|
650,000 |
3-5 Days |
|
|
Performance Grade for Bitumen Test (PG / PMB)
|
10-8-9 |
Degassing (ASTM D6521) Asphalt Section
|
75,000 |
3-5 Days |
|
|
ئایزوگام
|
10-7-1 |
Tensile Strength Asphalt Section
|
5,000 |
3-5 Days |
|
|
ئایزوگام
|
10-7-2 |
Elongation Asphalt Section
|
3,000 |
3-5 Days |
|
|
ئایزوگام
|
10-7-3 |
Thermal Stability Asphalt Section
|
10,000 |
3-5 Days |
|
|
ئایزوگام
|
10-7-4 |
Dimension Asphalt Section
|
2,000 |
3-5 Days |
|
|
ئایزوگام
|
10-7-5 |
Weight Asphalt Section
|
2,000 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
10-1-14 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
10-6-6 |
Marshall Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
10-6-7 |
Sample preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
10-6-8 |
Stability&Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
10-6-9 |
Specific Gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
ئەسفەلت بایندەر 3/4 ئینچ - قەیوان
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
10-1-14 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
10-6-2 |
Gradation Asphalt Section
|
18,250 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
10-6-6 |
Marshall Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
10-6-7 |
Sample preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
10-6-8 |
Stability&Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
10-6-9 |
Specific Gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.0 ئینچ- قەیوان
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
10-1-14 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
10-6-6 |
Marshall Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
10-6-7 |
Sample preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
10-6-8 |
Stability&Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
10-6-9 |
Specific Gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
ئەسفەلت ستابلایزەر 1.5 ئینچ- قەیوان
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-1-14 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-6-2 |
Gradation Asphalt Section
|
18,250 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-6-3 |
Crushed surfaces Asphalt Section
|
6,000 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-6-5 |
Bitumen Content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-6-6 |
Marshall Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-6-7 |
Sample preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-6-8 |
Stability &Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
10-6-9 |
Specific Gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
ئەسفەلت سێرفيس
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-1-14 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-6-2 |
Gradation Asphalt Section
|
18,250 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-6-3 |
Crushed Surfaces Asphalt Section
|
6,000 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-6-5 |
Bitumen Content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-6-6 |
Marshall Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-6-7 |
Sample Preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-6-8 |
Stability& Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
10-6-9 |
Specific Gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
ئەسفەڵت بایندەر
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
10-1-14 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
10-6-2 |
Gradation Asphalt Section
|
18,250 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
10-6-6 |
Marshall Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
10-6-7 |
Sample preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
10-6-8 |
Stability&Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
10-6-9 |
Specific Gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
ئەسفەڵت ستابلایزەر
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
فلەر (ئەسفەڵت)
|
10-6-1 |
Gradation Asphalt Section
|
9,250 |
3-5 Days |
|
|
فلەر (ئەسفەڵت)
|
6-10 |
Plastci Limit (PL) Asphalt Section
|
7,750 |
3-5 Days |
|
|
فلەر (ئەسفەڵت)
|
6-8 |
Liquid Limit (LL) Asphalt Section
|
14,000 |
3-5 Days |
|
|
فلەر (ئەسفەڵت)
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
قیری شل
|
10-1-1 |
Penetration Asphalt Section
|
7,500 |
3-5 Days |
|
|
قیری شل
|
10-1-10 |
Solubility Asphalt Section
|
16,500 |
3-5 Days |
|
|
قیری شل
|
10-1-2 |
Ductility Asphalt Section
|
9,250 |
3-5 Days |
|
|
قیری شل
|
10-1-3 |
Softening Point Asphalt Section
|
8,250 |
3-5 Days |
|
|
قیری شل
|
10-1-4 |
Flash &Fire points Asphalt Section
|
10,000 |
3-5 Days |
|
|
قیری شل
|
10-1-5 |
Aging Asphalt Section
|
13,500 |
3-5 Days |
|
|
قیری شل
|
10-1-9 |
Viscosity Asphalt Section
|
14,500 |
3-5 Days |
|
|
لم (ئەسفەڵت)
|
10-1-17 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
لم (ئەسفەڵت)
|
13-5 |
Organic Material Asphalt Section
|
9,500 |
3-5 Days |
|
|
لم (ئەسفەڵت)
|
6-10 |
Plastic Limit Asphalt Section
|
7,750 |
3-5 Days |
|
|
لم (ئەسفەڵت)
|
6-8 |
Plasticity Index Asphalt Section
|
14,000 |
3-5 Days |
|
|
لم (ئەسفەڵت)
|
9-10 |
Gradation Asphalt Section
|
18,000 |
3-5 Days |
|
|
لم (ئەسفەڵت)
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-1 |
Penetration Asphalt Section
|
7,500 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-10 |
Solubility Asphalt Section
|
16,500 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-14 |
Asphalt Dividing - OLD Asphalt Section
|
4,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-17 |
Aggregate Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-2 |
Ductility Asphalt Section
|
9,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-3 |
Softening Asphalt Section
|
8,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-4 |
Flash & Fire Asphalt Section
|
10,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-5 |
Aging Asphalt Section
|
13,500 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-1-9 |
Viscosity Asphalt Section
|
14,500 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-5-8 |
Filler Specific Gravity Asphalt Section
|
7,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-5-8 |
Filer Specific gravity Asphalt Section
|
7,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-1 |
Gradation Filer Asphalt Section
|
9,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-10 |
Mix Design Asphalt Section
|
23,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-13 |
Material preparation Asphalt Section
|
35,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-3 |
Crushed Surfaces Asphalt Section
|
6,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-6 |
Marshall Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-7 |
Mold Preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-8 |
Stability & Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
10-6-9 |
Asphalt Specific Gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
14-2 |
Organic Material Asphalt Section
|
7,500 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
2-1-1 |
Loss density Asphalt Section
|
9,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
6-10 |
Plastic Limit Asphalt Section
|
7,750 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
6-8 |
Liquid Limit (LL) Asphalt Section
|
14,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
9-10 |
Gradation Sand &Aggregate Asphalt Section
|
18,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
9-11 |
Gravel Specific gravity Asphalt Section
|
8,750 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
9-12 |
Sand Specific Gravity Asphalt Section
|
11,250 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
9-4 |
Abrasion Asphalt Section
|
24,000 |
3-5 Days |
|
|
هاوکێشەی کۆنکریتی ئەسفەڵتی
|
9-5 |
Flakiness& Elongation Asphalt Section
|
9,250 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-1-14 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-6-2 |
Gradation Asphalt Section
|
18,250 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-6-3 |
Crushed stone Asphalt Section
|
6,000 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-6-5 |
Bitumen content Asphalt Section
|
16,250 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-6-6 |
Marshal density Asphalt Section
|
7,750 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-6-7 |
Sample preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-6-8 |
Stability and Flow Asphalt Section
|
8,250 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
10-6-9 |
Specific gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
وێرینگ پۆلیمەر - قەیوان
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
10-1-17 |
Dividing Asphalt Section
|
4,000 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
10-6-3 |
Crushed Surfaces Asphalt Section
|
6,000 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
13-5 |
Organic Material Asphalt Section
|
9,500 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
13-8 |
Soundness-aggregate Asphalt Section
|
47,250 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
6-10 |
Plastic Limit Asphalt Section
|
7,750 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
9-10 |
Gradation Asphalt Section
|
18,000 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
9-2 |
Washing on 200 Asphalt Section
|
4,000 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
9-4 |
Los Angeles Asphalt Section
|
24,000 |
3-5 Days |
|
|
چەو (ئەسفەڵت)
|
9-5 |
Flakiness Asphalt Section
|
9,250 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
10-6-14 |
Thickness Asphalt Section
|
4,000 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
10-6-4 |
نزع طبقة من القير عن الرکام المخلوط مع القير Asphalt Section
|
7,000 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
10-6-6 |
Bulk Density Asphalt Section
|
7,750 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
10-6-7 |
Sample preparation Asphalt Section
|
8,750 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
10-6-9 |
specific gravity Asphalt Section
|
13,000 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
11-4-2 |
Cutting Core 4 in per cm Asphalt Section
|
5,250 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
11-4-3 |
Cutting Core 6 in per cm Asphalt Section
|
7,500 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
5-14-1 |
Equipment transport Asphalt Section
|
2,250 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
5-14-2 |
Equipment transportation 1-10 km Asphalt Section
|
11,750 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
5-14-3 |
Equipment transportation -Lab Vehicles Asphalt Section
|
97,000 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
5-14-4 |
Personel transport Asphalt Section
|
44,250 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
5-14-4 |
Equipment transportation 10-50km Asphalt Section
|
44,250 |
3-5 Days |
|
|
کۆڕی ئەسفەڵت
|
5-14-6 |
Equipment Transportation (More than 50) km Asphalt Section
|
47,750 |
3-5 Days |
|
|
Aggregate Filter
|
2-1-1 |
Loose density Construction Materials Section
|
9,250 |
3-5 Days |
|
|
Aggregate Filter
|
2-1-3 |
Rodded density Construction Materials Section
|
15,250 |
3-5 Days |
|
|
Aggregate Filter
|
2-1-7 |
Dividing Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Aggregate Filter
|
2-1-8 |
Fineness Modulus Construction Materials Section
|
7,500 |
3-5 Days |
|
|
Aggregate Filter
|
2-1-9 |
Uniformity coefficient Construction Materials Section
|
14,500 |
3-5 Days |
|
|
Aggregate Filter
|
3-5-9 |
Drying Construction Materials Section
|
4,000 |
3-5 Days |
|
|
block clay bearing
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
block clay bearing
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
block clay bearing
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
block clay bearing & none bearing
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
block clay bearing & none bearing
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
block clay bearing & none bearing
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
block clay without evaluation
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
block clay without evaluation
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
block clay without evaluation
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Ala
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Ala
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Ala
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Ala
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Ala
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Ala
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alb
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alb
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alb
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alb
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alb
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alb
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-1
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-1
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-1
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-1
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-1
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-1
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-2
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-2
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-2
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-2
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-2
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All a-2
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-1
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-1
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-1
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-1
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-1
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-1
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-2
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-2
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-2
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-2
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-2
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 All b-2
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alll
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alll
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alll
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alll
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alll
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles ISO-13006 Alll
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bla
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bla
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bla
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bla
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bla
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bla
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blb
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blb
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blb
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blb
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blb
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blb
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll a
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll a
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll a
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll a
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll a
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll a
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll b
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll b
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll b
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll b
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll b
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Bll b
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blll
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blll
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blll
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blll
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blll
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Ceramic Tiles-B ISO-13006 Blll
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Flexural Test بەردی مەڕمەڕ تغلیف
|
3-2-5 |
Absorption الأمتصاص Construction Materials Section
|
5,750 |
3-5 Days |
|
|
Flexural Test بەردی مەڕمەڕ تغلیف
|
3-2-8 |
Flexural Strength معایر الکسر Construction Materials Section
|
11,250 |
3-5 Days |
|
|
Flexural Test بەردی مەڕمەڕ تغلیف
|
3-5-12 |
Density الکثافة Construction Materials Section
|
2,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x190x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x190x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x190x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x190x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x190x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x200x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x200x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x200x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x200x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 100x200x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x190x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x190x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x190x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x190x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x190x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x200x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x200x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x200x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x200x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 120x200x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x190x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x190x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x190x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x190x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x190x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x200x393
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x200x393
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x200x393
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x200x393
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 150x200x393
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x190x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x190x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x190x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x190x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x190x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x200x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x200x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x200x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x200x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 190x200x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x190x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x190x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x190x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x190x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x190x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x200x390
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x200x390
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x200x390
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x200x390
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
Hollow nonload Bearing Peshawa Ponza Block 250x200x390
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
None load bearing block
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
None load bearing block
|
2-2-24 |
Dimensions Construction Materials Section
|
3,000 |
3-5 Days |
|
|
None load bearing block
|
2-2-30 |
Shell thickness Construction Materials Section
|
2,250 |
3-5 Days |
|
|
None load bearing block
|
2-2-8 |
Compressive Strength Construction Materials Section
|
11,000 |
3-5 Days |
|
|
None load bearing block
|
2-2-9 |
Absorption Construction Materials Section
|
4,250 |
3-5 Days |
|
|
Sand Filter
|
13-4 |
Acid solubility Construction Materials Section
|
15,250 |
3-5 Days |
|
|
Sand Filter
|
13-5 |
Organic material Construction Materials Section
|
9,500 |
3-5 Days |
|
|
Sand Filter
|
15-1 |
X-ray Construction Materials Section
|
32,750 |
3-5 Days |
|
|
Sand Filter
|
15-3 |
Sample preparation Construction Materials Section
|
10,500 |
3-5 Days |
|
|
Sand Filter
|
2-1-1 |
Loose density Construction Materials Section
|
9,250 |
3-5 Days |
|
|
Sand Filter
|
2-1-1 |
Specific Gravity Construction Materials Section
|
9,250 |
3-5 Days |
|
|
Sand Filter
|
2-1-3 |
Rodded density Construction Materials Section
|
15,250 |
3-5 Days |
|
|
Sand Filter
|
2-1-7 |
Dividing Construction Materials Section
|
4,000 |
3-5 Days |
|
|
Sand Filter
|
2-1-8 |
Fineness Modulus Construction Materials Section
|
7,500 |
3-5 Days |
|
|
Sand Filter
|
2-1-9 |
Uniformity coefficient Construction Materials Section
|
14,500 |
3-5 Days |
|
|
Sand Filter
|
3-5-9 |
Drying Construction Materials Section
|
4,000 |
3-5 Days |
|
|
strand ستراند
|
4-16 |
Steel bar diameter Construction Materials Section
|
4,000 |
3-5 Days |
|
|
strand ستراند
|
4-17 |
Appearance Construction Materials Section
|
2,250 |
3-5 Days |
|
|
strand ستراند
|
4-19 |
Cutting/sample Construction Materials Section
|
7,500 |
3-5 Days |
|
|
strand ستراند
|
4-1B |
Weight Construction Materials Section
|
5,250 |
3-5 Days |
|
|
strand ستراند
|
4-2 |
Tensile Strength Construction Materials Section
|
21,000 |
3-5 Days |
|
|
strand ستراند
|
4-22 |
Elongation New Construction Materials Section
|
4,000 |
3-5 Days |
|
|
بحص/کونکرێت
|
13-1 |
SO3 کیمیاء Construction Materials Section
|
14,500 |
3-5 Days |
|
|
بحص/کونکرێت
|
14-6 |
Caco3 Construction Materials Section
|
13,000 |
3-5 Days |
|
|
بحص/کونکرێت
|
2-1-2 |
Passing sieve 200 Construction Materials Section
|
4,000 |
3-5 Days |
|
|
بحص/کونکرێت
|
2-1-7 |
Dividing عملیة تقسیم Construction Materials Section
|
4,000 |
3-5 Days |
|
|
بحص/کونکرێت
|
3-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
بحص/کونکرێت
|
9-10 |
Gradation تحلیل المنخلي Construction Materials Section
|
18,000 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر بناغه و مه نهۆلَ
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر بناغه و مه نهۆلَ
|
2-2-30 |
Web & Shell thickness قیاس سمك (الوترة و القشرة) Construction Materials Section
|
2,250 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر بناغه و مه نهۆلَ
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر بناغه و مه نهۆلَ
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر ديوار
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر ديوار
|
2-2-30 |
Web & Shell thickness قیاس سمك (الوترة و القشرة) Construction Materials Section
|
2,250 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر ديوار
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بلۆكى ههڵگر كلۆر ديوار
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بلۆكى ههڵگر پر بناغه
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بلۆكى ههڵگر پر بناغه
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بلۆكى ههڵگر پر بناغه
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بلۆكى ههڵگر پر ديوار
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بلۆكى ههڵگر پر ديوار
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بلۆكى ههڵگر پر ديوار
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بلۆكى پۆنزا
|
2-2-20 |
Density الکثافة Construction Materials Section
|
2,500 |
3-5 Days |
|
|
بلۆكى پۆنزا
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بلۆكى پۆنزا
|
2-2-30 |
Web & Shell thickness قیاس سمك (الوترة و القشرة) Construction Materials Section
|
2,250 |
3-5 Days |
|
|
بلۆكى پۆنزا
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بلۆكى پۆنزا
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-3-8 |
Transfare Concrete Pipes By crane Construction Materials Section
|
5,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-1 |
Dimension Construction Materials Section
|
5,250 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-2 |
Refraction test, less thean 90 cm Construction Materials Section
|
67,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-3 |
Refraction Load, more than 90 cm Construction Materials Section
|
76,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-4 |
Absorption Construction Materials Section
|
4,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-7-2 |
Defining Area & number of steel bars Construction Materials Section
|
8,750 |
3-5 Days |
|
|
بیهارتۆن جۆری بەرز ٨٠ ملم (ساف)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهارتۆن جۆری بەرز ٨٠ ملم (ساف)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهارتۆن جۆری بەرز ٨٠ ملم (ساف)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهارتۆن جۆری بەرز ٨٠ ملم (لار)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهارتۆن جۆری بەرز ٨٠ ملم (لار)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهارتۆن جۆری بەرز ٨٠ ملم (لار)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهارتۆن جۆری مام ناوەند٦٠ ملم (ساف)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهارتۆن جۆری مام ناوەند٦٠ ملم (ساف)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهارتۆن جۆری مام ناوەند٦٠ ملم (ساف)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهارتۆن جۆری مام ناوەند٦٠ ملم (لار)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهارتۆن جۆری مام ناوەند٦٠ ملم (لار)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهارتۆن جۆری مام ناوەند٦٠ ملم (لار)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهارتۆن جۆری نزم٦٠ ملم (ساف)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهارتۆن جۆری نزم٦٠ ملم (ساف)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهارتۆن جۆری نزم٦٠ ملم (ساف)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهارتۆن جۆری نزم٦٠ ملم (لار)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهارتۆن جۆری نزم٦٠ ملم (لار)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهارتۆن جۆری نزم٦٠ ملم (لار)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهاڕتۆن جۆری بەرز٦٠ملم (ساف)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری بەرز٦٠ملم (ساف)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری بەرز٦٠ملم (ساف)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهاڕتۆن جۆری بەرز٦٠ملم (لار)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری بەرز٦٠ملم (لار)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری بەرز٦٠ملم (لار)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهاڕتۆن جۆری مام ناوەند٨٠ملم (ساف)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری مام ناوەند٨٠ملم (ساف)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری مام ناوەند٨٠ملم (ساف)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهاڕتۆن جۆری مام ناوەند٨٠ملم (لار)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری مام ناوەند٨٠ملم (لار)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری مام ناوەند٨٠ملم (لار)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهاڕتۆن جۆری نزم ٨٠ملم (ساف)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری نزم ٨٠ملم (ساف)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری نزم ٨٠ملم (ساف)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بیهاڕتۆن جۆری نزم ٨٠ملم (لار)
|
2-2-24 |
Dimensions الأبعاد Construction Materials Section
|
3,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری نزم ٨٠ملم (لار)
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
بیهاڕتۆن جۆری نزم ٨٠ملم (لار)
|
2-2-9 |
Absorption الأمتصاص Construction Materials Section
|
4,250 |
3-5 Days |
|
|
بەردى بيناسازى
|
15-1 |
X-Ray Construction Materials Section
|
32,750 |
3-5 Days |
|
|
بەردى بيناسازى
|
15-3 |
Sample preparation Construction Materials Section
|
10,500 |
3-5 Days |
|
|
بەردى بيناسازى
|
3-2-4 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,250 |
3-5 Days |
|
|
بەردى بيناسازى
|
3-2-5 |
Absorption الأمتصاص Construction Materials Section
|
5,750 |
3-5 Days |
|
|
بەردى بيناسازى
|
3-5-12 |
Density الکثافة Construction Materials Section
|
2,000 |
3-5 Days |
|
|
بەردى حەلان
|
3-2-5 |
Absorption الأمتصاص Construction Materials Section
|
5,750 |
3-5 Days |
|
|
بەردى حەلان
|
3-2-8 |
Flexural Strength معایر الکسر Construction Materials Section
|
11,250 |
3-5 Days |
|
|
بەردى حەلان
|
3-5-12 |
Density الکثافة Construction Materials Section
|
2,000 |
3-5 Days |
|
|
بەردى لايمستۆن
|
2-2-20 |
Density Construction Materials Section
|
2,500 |
3-5 Days |
|
|
بەردى لايمستۆن
|
3-2-5 |
Absorption Construction Materials Section
|
5,750 |
3-5 Days |
|
|
بەردى لايمستۆن
|
3-2-5 |
Specific Gravity Construction Materials Section
|
5,750 |
3-5 Days |
|
|
بەردى لايمستۆن
|
3-2-8 |
Flexural Strength Construction Materials Section
|
11,250 |
3-5 Days |
|
|
بەردى لايمستۆن
|
3-4-3 |
Dimension Construction Materials Section
|
1,250 |
3-5 Days |
|
|
بەردى لايمستۆن
|
3-5-12 |
Density New Construction Materials Section
|
2,000 |
3-5 Days |
|
|
بەردى مەڕمەڕ
|
3-2-5 |
Absorption الأمتصاص Construction Materials Section
|
5,750 |
3-5 Days |
|
|
بەردى مەڕمەڕ
|
3-2-8 |
Flexural Strength معایر الکسر Construction Materials Section
|
11,250 |
3-5 Days |
|
|
بەردى مەڕمەڕ
|
3-5-12 |
Density الکثافة Construction Materials Section
|
2,000 |
3-5 Days |
|
|
بەردى گرانیتى سروشتى
|
3-2-5 |
Absorption الأمتصاص Construction Materials Section
|
5,750 |
3-5 Days |
|
|
بەردى گرانیتى سروشتى
|
3-2-8 |
Flexural Strength معایر الکسر Construction Materials Section
|
11,250 |
3-5 Days |
|
|
بەردى گرانیتى سروشتى
|
3-5-12 |
Density الکثافة Construction Materials Section
|
2,000 |
3-5 Days |
|
|
تراڤرتين
|
3-2-5 |
Absorption الأمتصاص Construction Materials Section
|
5,750 |
3-5 Days |
|
|
تراڤرتين
|
3-2-5 |
Specific Gravity Construction Materials Section
|
5,750 |
3-5 Days |
|
|
تراڤرتين
|
3-2-8 |
Flexural Strength معایر الکسر Construction Materials Section
|
11,250 |
3-5 Days |
|
|
تراڤرتين
|
3-5-12 |
Density الکثافة Construction Materials Section
|
2,000 |
3-5 Days |
|
|
ثرمستون
|
3-2-18 |
Dimensions Construction Materials Section
|
2,250 |
3-5 Days |
|
|
ثرمستون
|
3-2-19 |
Cutting قطع عند الحاجة Construction Materials Section
|
10,500 |
3-5 Days |
|
|
ثرمستون
|
3-5-11 |
Density الکثافة Construction Materials Section
|
2,000 |
3-5 Days |
|
|
ثرمستون
|
3-5-3 |
Absorption أمتصاص کلي Construction Materials Section
|
3,000 |
3-5 Days |
|
|
ثرمستون
|
3-5-4 |
Capillary absorption أمتصاص شعري Construction Materials Section
|
21,750 |
3-5 Days |
|
|
ثرمستون
|
3-5-5 |
Shrinkage الأنکماش Construction Materials Section
|
3,000 |
3-5 Days |
|
|
ثرمستون
|
3-5-7 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
5,250 |
3-5 Days |
|
|
ثرمستون
|
3-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
خشت هەڵنەگر جۆرى ج
|
10-2-3 |
Appearance فحص بصري Construction Materials Section
|
1,250 |
3-5 Days |
|
|
خشت هەڵنەگر جۆرى ج
|
13-15 |
Efflorescence شۆرە (کیمیاء) Construction Materials Section
|
2,500 |
3-5 Days |
|
|
خشت هەڵنەگر جۆرى ج
|
3-2-1 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
3,500 |
3-5 Days |
|
|
خشت هەڵنەگر جۆرى ج
|
3-2-2 |
Absorption امتصاص الماء Construction Materials Section
|
3,000 |
3-5 Days |
|
|
خشت هەڵنەگر جۆرى ج
|
3-2-3 |
Dimensions فحص مقاسات الحجم Construction Materials Section
|
1,250 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى أ
|
10-2-3 |
Appearance فحص بصري Construction Materials Section
|
1,250 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى أ
|
13-15 |
Efflorescence شۆرە (کیمیاء) Construction Materials Section
|
2,500 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى أ
|
3-2-1 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
3,500 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى أ
|
3-2-2 |
Absorption امتصاص الماء Construction Materials Section
|
3,000 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى أ
|
3-2-3 |
Dimensions فحص مقاسات الحجم Construction Materials Section
|
1,250 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى ب
|
10-2-3 |
Appearance فحص بصري Construction Materials Section
|
1,250 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى ب
|
13-15 |
Efflorescence شۆرە (کیمیاء) Construction Materials Section
|
2,500 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى ب
|
3-2-1 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
3,500 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى ب
|
3-2-2 |
Absorption امتصاص الماء Construction Materials Section
|
3,000 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى ب
|
3-2-3 |
Dimensions فحص مقاسات الحجم Construction Materials Section
|
1,250 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى باشماغ
|
2-2-24 |
Dimensions فحص مقاسات الحجم Construction Materials Section
|
3,000 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى باشماغ
|
2-2-8 |
Compressive Strength قوة الأنضغاط Construction Materials Section
|
11,000 |
3-5 Days |
|
|
خشت/ههڵگرى جۆرى باشماغ
|
2-2-9 |
Absorption امتصاص الماء Construction Materials Section
|
4,250 |
3-5 Days |
|
|
ساقیە (چەنال)
|
3-2-14 |
Flexural Strength Construction Materials Section
|
8,250 |
3-5 Days |
|
|
ساقیە (چەنال)
|
3-2-15 |
Dimensions Construction Materials Section
|
3,500 |
3-5 Days |
|
|
ساقیە (چەنال)
|
3-2-16 |
Absorption Construction Materials Section
|
4,750 |
3-5 Days |
|
|
شتایگەر40x40 typeH
|
3-1-1 |
Flexural Strength معایر الکسر Construction Materials Section
|
11,250 |
3-5 Days |
|
|
شتایگەر40x40 typeH
|
3-1-14 |
Dimensions الأبعاد Construction Materials Section
|
2,500 |
3-5 Days |
|
|
شتایگەر40x40 typeH
|
3-1-2 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
شتایگەر80x80 typeD
|
3-1-1 |
Flexural Strength معایر الکسر Construction Materials Section
|
11,250 |
3-5 Days |
|
|
شتایگەر80x80 typeD
|
3-1-14 |
Dimensions الأبعاد Construction Materials Section
|
2,500 |
3-5 Days |
|
|
شتایگەر80x80 typeD
|
3-1-2 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
شيشيى تيره 8
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شيشيى تيره 8
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شيشيى تيره 8
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شيشيى تيره 8
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شيشيى تيره 8
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شيشيى تيره 8
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیش
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیش
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیش
|
4-19 |
Cutting /sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیش
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیش
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیش
|
4-4 |
Bending Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 40
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 40
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 40
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 40
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 40
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 40
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 10 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 40
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 40
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 40
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 40
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 40
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 40
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 12 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 40
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 40
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 40
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 40
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 40
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 40
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 14 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 40
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 40
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 40
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 40
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 40
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 40
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 16 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 18 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 18 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 18 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 18 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 18 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 18 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 40
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 40
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 40
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 40
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 40
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 40
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 20 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 22 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 22 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 22 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 22 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 22 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 22 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 25 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 25 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 25 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 25 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 25 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 25 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 28 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 28 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 28 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 28 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 28 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 28 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
شیشی تیرە 32 گرەیدی 60
|
4-1 |
Tensile strength قوة الشد Construction Materials Section
|
21,000 |
3-5 Days |
|
|
شیشی تیرە 32 گرەیدی 60
|
4-16 |
Steel bar diameter تیرەی شیش Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 32 گرەیدی 60
|
4-19 |
Cutting/Sample القطع Construction Materials Section
|
7,500 |
3-5 Days |
|
|
شیشی تیرە 32 گرەیدی 60
|
4-1B |
Weight وزن القیاسي Construction Materials Section
|
5,250 |
3-5 Days |
|
|
شیشی تیرە 32 گرەیدی 60
|
4-22 |
Elongation الأستطالة Construction Materials Section
|
4,000 |
3-5 Days |
|
|
شیشی تیرە 32 گرەیدی 60
|
4-4 |
Bending الانحناء Construction Materials Section
|
21,500 |
3-5 Days |
|
|
كاشى سيراميك
|
13-59 |
Acid-Alkali Resistance Construction Materials Section
|
29,750 |
3-5 Days |
|
|
كاشى سيراميك
|
3-1-13 |
Dimensions Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى سيراميك
|
3-1-6 |
Flexural Strength Construction Materials Section
|
4,750 |
3-5 Days |
|
|
كاشى سيراميك
|
3-1-8 |
Absorption Construction Materials Section
|
3,000 |
3-5 Days |
|
|
كاشى سيراميك
|
3-1-9 |
Appearance Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى سيراميك
|
3-5-9 |
Drying Construction Materials Section
|
4,000 |
3-5 Days |
|
|
كاشى سيراميك(Dust pressed tile(B
|
13-59 |
Acid-Alkali Resistance Construction Materials Section
|
29,750 |
3-5 Days |
|
|
كاشى سيراميك(Dust pressed tile(B
|
2-5-9 |
Drying Construction Materials Section
|
4,000 |
3-5 Days |
|
|
كاشى سيراميك(Dust pressed tile(B
|
3-1-13 |
Dimensions Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى سيراميك(Dust pressed tile(B
|
3-1-6 |
Flexural Strength Construction Materials Section
|
4,750 |
3-5 Days |
|
|
كاشى سيراميك(Dust pressed tile(B
|
3-1-8 |
Absorption Construction Materials Section
|
3,000 |
3-5 Days |
|
|
كاشى سيراميك(Dust pressed tile(B
|
3-1-9 |
Appearance Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى مۆزايك -ئهنتى ئهسيد
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
كاشى مۆزايك -ئهنتى ئهسيد
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى مۆزايك -ئهنتى ئهسيد
|
3-1-3 |
Flexural Strength القوة العرضیة Construction Materials Section
|
6,500 |
3-5 Days |
|
|
كاشى مۆزايك -ئهنتى ئهسيد
|
3-1-4 |
Absorption أمتصاص کلي Construction Materials Section
|
3,000 |
3-5 Days |
|
|
كاشى پۆرسهلين (Dust pressed tile(B
|
13-59 |
Acid-Alkali Resistance Construction Materials Section
|
29,750 |
3-5 Days |
|
|
كاشى پۆرسهلين (Dust pressed tile(B
|
2-5-9 |
Drying Construction Materials Section
|
4,000 |
3-5 Days |
|
|
كاشى پۆرسهلين (Dust pressed tile(B
|
3-1-13 |
Dimensions Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى پۆرسهلين (Dust pressed tile(B
|
3-1-6 |
Flexural Strength Construction Materials Section
|
4,750 |
3-5 Days |
|
|
كاشى پۆرسهلين (Dust pressed tile(B
|
3-1-8 |
Absorption Construction Materials Section
|
3,000 |
3-5 Days |
|
|
كاشى پۆرسهلين (Dust pressed tile(B
|
3-1-9 |
Appearance Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى گرانیت (Dust pressed tile(B
|
13-59 |
Acid-Alkali Resistance Construction Materials Section
|
29,750 |
3-5 Days |
|
|
كاشى گرانیت (Dust pressed tile(B
|
2-5-9 |
Drying Construction Materials Section
|
4,000 |
3-5 Days |
|
|
كاشى گرانیت (Dust pressed tile(B
|
3-1-13 |
Dimensions Construction Materials Section
|
2,250 |
3-5 Days |
|
|
كاشى گرانیت (Dust pressed tile(B
|
3-1-6 |
Flexural Strength Construction Materials Section
|
4,750 |
3-5 Days |
|
|
كاشى گرانیت (Dust pressed tile(B
|
3-1-8 |
Absorption Construction Materials Section
|
3,000 |
3-5 Days |
|
|
كاشى گرانیت (Dust pressed tile(B
|
3-1-9 |
Appearance Construction Materials Section
|
2,250 |
3-5 Days |
|
|
لم /شكاو
|
13-1 |
SO3 کیمیاء (کریتات) Construction Materials Section
|
14,500 |
3-5 Days |
|
|
لم /شكاو
|
2-1-2 |
Passing sieve 200 Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /شكاو
|
2-1-7 |
Dividing عملیة تقسیم Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /شكاو
|
3-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /شكاو
|
9-10 |
Gradation تحلیل المنخلي Construction Materials Section
|
18,000 |
3-5 Days |
|
|
لم /له بغ سروشتى
|
13-1 |
SO3 کیمیاء (کریتات) Construction Materials Section
|
14,500 |
3-5 Days |
|
|
لم /له بغ سروشتى
|
2-1-2 |
Passing sieve 200 Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /له بغ سروشتى
|
2-1-7 |
Dividing عملیة تقسیم Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /له بغ سروشتى
|
3-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /له بغ سروشتى
|
9-10 |
Gradation تحلیل المنخلي Construction Materials Section
|
18,000 |
3-5 Days |
|
|
لم /له بغ شكاو سروشتى
|
13-1 |
SO3 کیمیاء (کریتات) Construction Materials Section
|
14,500 |
3-5 Days |
|
|
لم /له بغ شكاو سروشتى
|
13-3 |
T.S.S Construction Materials Section
|
14,000 |
3-5 Days |
|
|
لم /له بغ شكاو سروشتى
|
2-1-2 |
Passing sieve 200 Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /له بغ شكاو سروشتى
|
2-1-7 |
Dividing عملیة تقسیم Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /له بغ شكاو سروشتى
|
3-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم /له بغ شكاو سروشتى
|
9-10 |
Gradation تحلیل المنخلي Construction Materials Section
|
18,000 |
3-5 Days |
|
|
لم/کونکرێت
|
13-1 |
SO3 کیمیاء (کریتات) Construction Materials Section
|
14,500 |
3-5 Days |
|
|
لم/کونکرێت
|
13-3 |
T.S.S Construction Materials Section
|
14,000 |
3-5 Days |
|
|
لم/کونکرێت
|
13-8 |
Soundness Construction Materials Section
|
47,250 |
3-5 Days |
|
|
لم/کونکرێت
|
2-1-2 |
Passing sieve 200 Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم/کونکرێت
|
2-1-7 |
Dividing عملیة تقسیم Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم/کونکرێت
|
3-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
لم/کونکرێت
|
9-10 |
Gradation تحلیل المنخلي Construction Materials Section
|
18,000 |
3-5 Days |
|
|
لم/کونکرێت
|
9-12 |
Specific Gravity Construction Materials Section
|
11,250 |
3-5 Days |
|
|
چەو /کونکرێت
|
13-1 |
SO3 کیمیاء Construction Materials Section
|
14,500 |
3-5 Days |
|
|
چەو /کونکرێت
|
14-6 |
Caco3 Construction Materials Section
|
13,000 |
3-5 Days |
|
|
چەو /کونکرێت
|
2-1-2 |
Passing sieve 200 Construction Materials Section
|
4,000 |
3-5 Days |
|
|
چەو /کونکرێت
|
2-1-3 |
Compacted Bulk Density Construction Materials Section
|
15,250 |
3-5 Days |
|
|
چەو /کونکرێت
|
2-1-7 |
Dividing عملیة تقسیم Construction Materials Section
|
4,000 |
3-5 Days |
|
|
چەو /کونکرێت
|
3-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
چەو /کونکرێت
|
9-10 |
Gradation تحلیل المنخلي Construction Materials Section
|
18,000 |
3-5 Days |
|
|
چەو /کونکرێت
|
9-11 |
Specific Gravity Construction Materials Section
|
8,750 |
3-5 Days |
|
|
چەو /کونکرێت
|
9-4 |
Abrasion تآكل Construction Materials Section
|
24,000 |
3-5 Days |
|
|
کاشی مۆزایك سادە
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
کاشی مۆزایك سادە
|
3-1-16 |
Appearance مظاهر الکاشي Construction Materials Section
|
5,000 |
3-5 Days |
|
|
کاشی مۆزایك سادە
|
3-1-3 |
Flexural Strength القوة العرضیة Construction Materials Section
|
6,500 |
3-5 Days |
|
|
کاشی مۆزایك سادە
|
3-1-4 |
Absorption أمتصاص کلي Construction Materials Section
|
3,000 |
3-5 Days |
|
|
کاشی مۆزایك سادە
|
3-1-5 |
Face Absorption أمتصاص الوجه Construction Materials Section
|
3,000 |
3-5 Days |
|
|
کاشی مۆزایك کۆمپاوند
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
کاشی مۆزایك کۆمپاوند
|
3-1-16 |
Appearance مظاهر الکاشي Construction Materials Section
|
5,000 |
3-5 Days |
|
|
کاشی مۆزایك کۆمپاوند
|
3-1-3 |
Flexural Strength القوة العرضیة Construction Materials Section
|
6,500 |
3-5 Days |
|
|
کاشی مۆزایك کۆمپاوند
|
3-1-4 |
Absorption أمتصاص کلي Construction Materials Section
|
3,000 |
3-5 Days |
|
|
کاشی مۆزایك کۆمپاوند
|
3-1-5 |
Face Absorption أمتصاص الوجه Construction Materials Section
|
3,000 |
3-5 Days |
|
|
کاشی پۆرسەلین
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
کاشی پۆرسەلین
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
کاشی پۆرسەلین
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
کاشی پۆرسەلین
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
کاشی پۆرسەلین
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
کاشی پۆرسەلین
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
کاشی گرانێتی دەستکرد
|
13-59 |
Acid-Alkali Resistance کیمیاء Construction Materials Section
|
29,750 |
3-5 Days |
|
|
کاشی گرانێتی دەستکرد
|
2-5-9 |
Drying التجفیف Construction Materials Section
|
4,000 |
3-5 Days |
|
|
کاشی گرانێتی دەستکرد
|
3-1-13 |
Dimensions الأبعاد Construction Materials Section
|
2,250 |
3-5 Days |
|
|
کاشی گرانێتی دەستکرد
|
3-1-6 |
Flexural Strength معایر الکسر Construction Materials Section
|
4,750 |
3-5 Days |
|
|
کاشی گرانێتی دەستکرد
|
3-1-8 |
Absorption الأمتصاص Construction Materials Section
|
3,000 |
3-5 Days |
|
|
کاشی گرانێتی دەستکرد
|
3-1-9 |
Appearance مظاهر الکاشي Construction Materials Section
|
2,250 |
3-5 Days |
|
|
کیربستون
|
3-2-14 |
Flexural Strength معایر الکسر Construction Materials Section
|
8,250 |
3-5 Days |
|
|
کیربستون
|
3-2-15 |
Dimensions الأبعاد Construction Materials Section
|
3,500 |
3-5 Days |
|
|
کیربستون
|
3-2-16 |
Absorption الأمتصاص Construction Materials Section
|
4,750 |
3-5 Days |
|
|
Core Test کۆڕ
|
2-2-2 |
قوة الأنضغاط Concrete Section
|
12,250 |
3-5 Days |
|
|
Core Test کۆڕ
|
2-2-20 |
کثافة کور Concrete Section
|
2,500 |
3-5 Days |
|
|
Core Test کۆڕ
|
2-2-26 |
فحص بصری کور Concrete Section
|
3,500 |
3-5 Days |
|
|
Core Test کۆڕ
|
2-2-27 |
قیاس ابعاد Concrete Section
|
2,250 |
3-5 Days |
|
|
Core Test کۆڕ
|
2-2-5 |
تعدیل اللباب Concrete Section
|
14,500 |
3-5 Days |
|
|
Core Test کۆڕ
|
5-1 |
قطع اللباب (وەرگرتنی کۆڕی ٣ ئینجی) Concrete Section
|
4,750 |
3-5 Days |
|
|
Core Test کۆڕ
|
5-14-2 |
Reposition (10mm min.) Concrete Section
|
2,250 |
3-5 Days |
|
|
Core Test کۆڕ
|
5-14-2 |
Floor Transportation Concrete Section
|
11,750 |
3-5 Days |
|
|
Core Test کۆڕ
|
5-14-4 |
نقل فریق عمل Concrete Section
|
44,250 |
3-5 Days |
|
|
Core Test کۆڕ
|
5-2 |
قطع اللباب Concrete Section
|
7,500 |
3-5 Days |
|
|
Core Test کۆڕ
|
5-3 |
قطع اللباب (وەرگرتنی کۆڕی ٦ ئینجی) Concrete Section
|
10,000 |
3-5 Days |
|
|
Hammer Pundit همرباندیت
|
2-2-28 |
Site planning تخطیط موقع قبل استخدام الجهاز Concrete Section
|
16,250 |
3-5 Days |
|
|
Hammer Pundit همرباندیت
|
5-14-1 |
Reposition (10mm min.) Concrete Section
|
2,250 |
3-5 Days |
|
|
Hammer Pundit همرباندیت
|
5-14-2 |
Floor Transportation Concrete Section
|
11,750 |
3-5 Days |
|
|
Hammer Pundit همرباندیت
|
5-14-4 |
Transportation نقل فریق العمل Concrete Section
|
44,250 |
3-5 Days |
|
|
Hammer Pundit همرباندیت
|
5-9 |
فحص مطرقة لنقطة واحدة فقط Concrete Section
|
6,500 |
3-5 Days |
|
|
Hammer Pundit همرباندیت
|
5-9 |
Non Destructive Test فحص ذبذبات لنقطة واحدة فقط Concrete Section
|
6,500 |
3-5 Days |
|
|
Load Test تحمیل
|
5-14-4 |
نقل فریق عمل Concrete Section
|
44,250 |
3-5 Days |
|
|
Load Test تحمیل
|
5-4 |
Load Test اتحمیل الموقعی Concrete Section
|
739,000 |
3-5 Days |
|
|
بۆری بێ شیش
|
3-3-8 |
Transfer Concrete Pipes By crane Concrete Section
|
5,000 |
3-5 Days |
|
|
بۆری بێ شیش
|
3-6-1 |
Pipe Diameters Concrete Section
|
5,250 |
3-5 Days |
|
|
بۆری بێ شیش
|
3-6-2 |
Refraction Load, less than 90cm Concrete Section
|
67,000 |
3-5 Days |
|
|
بۆری بێ شیش
|
3-6-3 |
Refraction Load, more than 90 cm Concrete Section
|
76,000 |
3-5 Days |
|
|
بۆری بێ شیش
|
3-6-4 |
Absorption الأمتصاص Concrete Section
|
4,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-3-8 |
Transfer Concrete Pipes By crane Concrete Section
|
5,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-1 |
Dimension Concrete Section
|
5,250 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-2 |
Refraction test, less than 90 cm Concrete Section
|
67,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-3 |
Refraction Load, more than 90 cm Concrete Section
|
76,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-6-4 |
Absorption Concrete Section
|
4,000 |
3-5 Days |
|
|
بۆری شیشدار رهوشى ئهمريكى
|
3-7-2 |
Defining Area & number of steel bars Concrete Section
|
8,750 |
3-5 Days |
|
|
بۆری شیشدار عێراقى
|
2-2-33 |
crack measurement قیاس عرض الشق Concrete Section
|
3,000 |
3-5 Days |
|
|
بۆری شیشدار عێراقى
|
3-3-8 |
Transfer Concrete Pipes By crane نقل انابیب کونکریتیة بالرافعة Concrete Section
|
5,000 |
3-5 Days |
|
|
بۆری شیشدار عێراقى
|
3-6-1 |
Pipe Diameters أبعاد انابیب Concrete Section
|
5,250 |
3-5 Days |
|
|
بۆری شیشدار عێراقى
|
3-6-2 |
Refraction Load, less than 90 cm قوة انضغاط لقطر انبوب ثلاث اقدام Concrete Section
|
67,000 |
3-5 Days |
|
|
بۆری شیشدار عێراقى
|
3-6-3 |
Refraction Load, more than 90 cm قوة انضغاط لقطر انبوب اکثر من ثلاث اقدام Concrete Section
|
76,000 |
3-5 Days |
|
|
بۆری شیشدار عێراقى
|
3-6-4 |
Absorption امتصاص Concrete Section
|
4,000 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ
|
2-2-19A |
Curring 14 days Concrete Section
|
3,000 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ
|
2-2-19B |
Curring 28 days Concrete Section
|
4,000 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ
|
2-2-19C |
Curring more than 28 days Concrete Section
|
4,250 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ
|
2-2-20 |
Density Concrete Section
|
2,500 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ
|
2-2-3 |
Compressive Strength Concrete Section
|
5,750 |
3-5 Days |
|
|
شەش پاڵو 7 رۆژ
|
2-2-19A |
Curring 14 days Concrete Section
|
3,000 |
3-5 Days |
|
|
شەش پاڵو 7 رۆژ
|
2-2-20 |
Density Concrete Section
|
2,500 |
3-5 Days |
|
|
شەش پاڵو 7 رۆژ
|
2-2-3 |
Compressive Strength Concrete Section
|
5,750 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ رهوش
|
2-2-19A |
Curring 14 days Concrete Section
|
3,000 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ رهوش
|
2-2-19B |
Curring 28 days Concrete Section
|
4,000 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ رهوش
|
2-2-19C |
Curring more than 28 days Concrete Section
|
4,250 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ رهوش
|
2-2-20 |
Density Concrete Section
|
2,500 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ رهوش
|
2-2-3 |
Compressive Strength Concrete Section
|
5,750 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ شيش
|
2-2-19A |
Curring 14 days Concrete Section
|
3,000 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ شيش
|
2-2-19B |
Curring 28 days Concrete Section
|
4,000 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ شيش
|
2-2-19C |
Curring more than 28 days Concrete Section
|
4,250 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ شيش
|
2-2-20 |
Density Concrete Section
|
2,500 |
3-5 Days |
|
|
شەش پاڵو 28 رۆژ بێ شيش
|
2-2-3 |
Compressive Strength Concrete Section
|
5,750 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
14-1 |
Tensile Strength Concrete Section
|
21,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-1-1 |
Loss Density Concrete Section
|
9,250 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-1-2 |
Passing sieve 200 Concrete Section
|
4,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-1-7 |
Dividing Concrete Section
|
4,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-1-8 |
Modules of fineness Concrete Section
|
7,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-14 |
Material calculation Concrete Section
|
74,250 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-19 a |
Curing 14 days Concrete Section
|
3,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-19 b |
Curing 28 days Concrete Section
|
4,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-2 |
Compressive Strength قوة الأنضغاط Concrete Section
|
12,250 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-20 |
Density کثافة کور Concrete Section
|
2,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-20 |
Density Concrete Section
|
2,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-26 |
Appearance فحص بصری کور Concrete Section
|
3,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-27 |
Dimension قیاس ابعاد Concrete Section
|
2,250 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-3 |
Compressive Strength Concrete Section
|
5,750 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
2-2-5 |
Capping تعدیل اللباب Concrete Section
|
14,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
4-16 |
Steel bar diameter Concrete Section
|
4,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
4-19 |
Cutting/Sample Concrete Section
|
7,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
4-1B |
Weight Concrete Section
|
5,250 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
4-22 |
Elongation New Concrete Section
|
4,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
5-10 |
Slump Test Concrete Section
|
8,750 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
5-12 |
Sampling Concrete Section
|
10,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
5-14-1 |
Reposition (10mm min.) Concrete Section
|
2,250 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
5-14-2 |
Floor Transportation Concrete Section
|
11,750 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
5-14-4 |
Transportation نقل فریق عمل Concrete Section
|
44,250 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
5-2 |
Cutting per cm length قطع اللباب Concrete Section
|
7,500 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
9-10 |
Gradation Concrete Section
|
18,000 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
9-11 |
Specific Gravity Concrete Section
|
8,750 |
3-5 Days |
|
|
هاوكێشهى كۆنكريت
|
9-12 |
Sand Specific Gravity Concrete Section
|
11,250 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
10-6-3 |
Crushed Surfaces Earthworks & Soil Section
|
6,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
13-1 |
SO3 Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
13-21 |
Soundness Earthworks & Soil Section
|
46,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
14-4 |
T.S.S Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
6-35 |
Test definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
6-8 |
Liquid Limit Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-10 |
Gradation Lime Stone Earthworks & Soil Section
|
18,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-16 |
Dividing Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-5 |
Flakiness Earthworks & Soil Section
|
9,250 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
Base Course Crushed Lime Stone
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
Field Density
|
11-1-2 |
Sand Cone-Field Density Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
Field Density
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Field Density
|
11-6 |
Nuclear -Field Density Earthworks & Soil Section
|
10,500 |
3-5 Days |
|
|
Field Density
|
4-14-6 |
Equipment Transportation (More than 50) km Earthworks & Soil Section
|
47,750 |
3-5 Days |
|
|
Field Density
|
5-14-1 |
Reposition Earthworks & Soil Section
|
2,250 |
3-5 Days |
|
|
Field Density
|
5-14-2 |
Equipment transportation 1-10 km Earthworks & Soil Section
|
11,750 |
3-5 Days |
|
|
Field Density
|
5-14-3 |
Equipment transportation -Lab Vehicles Earthworks & Soil Section
|
97,000 |
3-5 Days |
|
|
Field Density
|
5-14-4 |
Equipment transportation 10-50km Earthworks & Soil Section
|
44,250 |
3-5 Days |
|
|
Field Density
|
6-1 |
Moisture Content Earthworks & Soil Section
|
6,000 |
3-5 Days |
|
|
Field Density
|
9-14 |
Nuclear Moisture Content Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
Field Density
|
9-16 |
Dividing Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Field Density
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
Field Density
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
Field Density
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
Field Density Nuclear
|
1-14-5 |
Reposition (No. of Point 1) Earthworks & Soil Section
|
2,250 |
3-5 Days |
|
|
Field Density Nuclear
|
2-14-5 |
Equipment Transportation (1-10)km Earthworks & Soil Section
|
11,750 |
3-5 Days |
|
|
Field Density Nuclear
|
4-14-5 |
Equipment Transportation (10-50)km Earthworks & Soil Section
|
44,250 |
3-5 Days |
|
|
Field Density Nuclear
|
4-14-6 |
Equipment Transportation (More than 50)km Earthworks & Soil Section
|
47,750 |
3-5 Days |
|
|
Field Density Nuclear
|
6-11 |
Nuclear-Field Density Earthworks & Soil Section
|
10,500 |
3-5 Days |
|
|
Field Density Nuclear
|
9-14 |
Moisture Content on Site Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
Filling - پڕکردنەوە
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
Granular Behind Structure
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
Granular Behind Structure
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Granular Behind Structure
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
Granular Behind Structure
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
Natural Ground - زەوی سروشتی
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
Sub grade
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Sub grade
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
Sub grade
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
Sub grade
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
Sub grade
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Sub grade
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
Sub grade
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
Sub grade
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
Sub grade
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
Sub grade
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
Sub grade
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
Sub grade
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
Sub grade
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
Sub grade
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
Sub grade
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
Sub grade
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
Sub grade
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
Sub grade
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
10-6-3 |
Crushed Surfaces Earthworks & Soil Section
|
6,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
13-1 |
SO3 Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
13-21 |
Soundness Earthworks & Soil Section
|
46,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
14-4 |
T.S.S Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
2-1-2 |
Washing-OLD Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
6-35 |
Test definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
6-8 |
Liquid Limit Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-10 |
Gravel Gradation Earthworks & Soil Section
|
18,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-16 |
Dividing Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Crushed Gravel
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-5 |
Flakiness Earthworks & Soil Section
|
9,250 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type A Covered
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-5 |
Flakiness Earthworks & Soil Section
|
9,250 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type A Uncovered
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-5 |
Flakiness Earthworks & Soil Section
|
9,250 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type B Covered
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-5 |
Flakiness Earthworks & Soil Section
|
9,250 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type B Uncovered
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-5 |
Flakiness Earthworks & Soil Section
|
9,250 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type C Covered
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
11-1-4 |
Compensation Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
13-57 |
Gypsum Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
14-1 |
SO3 Earthworks & Soil Section
|
23,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
14-2 |
Organic Material Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
14-4 |
TSS Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
14-6 |
CaCO3 Earthworks & Soil Section
|
13,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
5-11 |
Sampling Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
6-10 |
Plastic Limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
6-34 |
Distribution Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
6-35 |
Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
6-8 |
Liquid Limit (LL) Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-1 |
Gradation Earthworks & Soil Section
|
17,500 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-16 |
Dividing the sample Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-17 |
Correction Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-18 |
Drying Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-2 |
Washing on 200 Earthworks & Soil Section
|
4,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-4 |
Abrasion Earthworks & Soil Section
|
24,000 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-5 |
Flakiness Earthworks & Soil Section
|
9,250 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-6 |
MDD Earthworks & Soil Section
|
19,250 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-7 |
MDD 4\" Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
SUB-Base Course Type C Uncovered
|
9-8 |
CBR Earthworks & Soil Section
|
25,000 |
3-5 Days |
|
|
تحریات التربة
|
5-14-9a |
(5-14-9a)Internal site exploration-lab vehicles Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
تحریات التربة
|
5-14-9b |
Internal site exploration-customer vehicles 5-14-9b Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
تحریات التربة
|
6-1 |
(Moisture Content (6-1 Earthworks & Soil Section
|
6,000 |
3-5 Days |
|
|
تحریات التربة
|
6-10 |
(6-10)Plastic limit Earthworks & Soil Section
|
7,750 |
3-5 Days |
|
|
تحریات التربة
|
6-11 |
(6-11)Shrinkage limit Earthworks & Soil Section
|
11,000 |
3-5 Days |
|
|
تحریات التربة
|
6-12 |
(6-12)Shrinkage limit coefficient Earthworks & Soil Section
|
2,500 |
3-5 Days |
|
|
تحریات التربة
|
6-13 |
(6-13)Specific gravity Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
تحریات التربة
|
6-14 |
(6-14)UC Undisturbed Earthworks & Soil Section
|
10,500 |
3-5 Days |
|
|
تحریات التربة
|
6-15 |
(6-15)UC Remolded Earthworks & Soil Section
|
12,250 |
3-5 Days |
|
|
تحریات التربة
|
6-17 |
(6-17)UC Hard soil Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
تحریات التربة
|
6-18 |
(6-18)One dimensional consolidation Earthworks & Soil Section
|
19,750 |
3-5 Days |
|
|
تحریات التربة
|
6-18 |
(6-18)Elasticity coefficient Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
تحریات التربة
|
6-2 |
(6-2) Wet Density Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
تحریات التربة
|
6-20 |
(6-20)Swelling Earthworks & Soil Section
|
9,500 |
3-5 Days |
|
|
تحریات التربة
|
6-21 |
(6-21)Free Swelling Earthworks & Soil Section
|
10,000 |
3-5 Days |
|
|
تحریات التربة
|
6-22 |
(6-22)Constant head permeability Earthworks & Soil Section
|
16,250 |
3-5 Days |
|
|
تحریات التربة
|
6-23 |
(6-23)Falling head permeability Earthworks & Soil Section
|
16,250 |
3-5 Days |
|
|
تحریات التربة
|
6-24 |
(6-24)Direct shear-cohesionless soil Earthworks & Soil Section
|
6,500 |
3-5 Days |
|
|
تحریات التربة
|
6-25 |
(6-25)Direct shear-cohesion soil Earthworks & Soil Section
|
10,000 |
3-5 Days |
|
|
تحریات التربة
|
6-26 |
(6-26)Direct shear Earthworks & Soil Section
|
8,750 |
3-5 Days |
|
|
تحریات التربة
|
6-27 |
(6-27)Triaxial-cohesionless soil Earthworks & Soil Section
|
12,250 |
3-5 Days |
|
|
تحریات التربة
|
6-28 |
(6-28)Triaxial-cohesion soil Earthworks & Soil Section
|
17,000 |
3-5 Days |
|
|
تحریات التربة
|
6-29 |
(6-29)Triaxial Earthworks & Soil Section
|
14,750 |
3-5 Days |
|
|
تحریات التربة
|
6-3 |
(6-3) Dry Density Earthworks & Soil Section
|
6,500 |
3-5 Days |
|
|
تحریات التربة
|
6-30 |
(6-30)Drained Triaxial Earthworks & Soil Section
|
14,500 |
3-5 Days |
|
|
تحریات التربة
|
6-31 |
(6-31)Fan Test Earthworks & Soil Section
|
6,500 |
3-5 Days |
|
|
تحریات التربة
|
6-32 |
(6-32)Hydrometer Earthworks & Soil Section
|
25,250 |
3-5 Days |
|
|
تحریات التربة
|
6-33 |
(6-33)Swelling-swelling device Earthworks & Soil Section
|
17,000 |
3-5 Days |
|
|
تحریات التربة
|
6-34 |
(6-34)Dividing Earthworks & Soil Section
|
8,250 |
3-5 Days |
|
|
تحریات التربة
|
6-35 |
(6-35)Test Definition Earthworks & Soil Section
|
4,750 |
3-5 Days |
|
|
تحریات التربة
|
6-4 |
(6-4)Sieve analysis Earthworks & Soil Section
|
12,250 |
3-5 Days |
|
|
تحریات التربة
|
6-5 |
(6-5)Hydrometer analysis Earthworks & Soil Section
|
21,000 |
3-5 Days |
|
|
تحریات التربة
|
6-6 |
(6-6)Sieve no.200 Earthworks & Soil Section
|
7,000 |
3-5 Days |
|
|
تحریات التربة
|
6-7 |
(6-7)Liquid limit-1 point Earthworks & Soil Section
|
11,250 |
3-5 Days |
|
|
تحریات التربة
|
6-8 |
(6-8)Liquid limit-3 points Earthworks & Soil Section
|
14,000 |
3-5 Days |
|
|
تحریات التربة
|
6-9 |
(6-9)Liquid limit-con pentration Earthworks & Soil Section
|
7,500 |
3-5 Days |
|
|
تحریات التربة
|
8-17-1 |
(8-17-1)Equipment transportation-internal Earthworks & Soil Section
|
50,000 |
3-5 Days |
|
|
تحریات التربة
|
8-17-3 |
(8-17-3)Internal site equipment-lab vehicles Earthworks & Soil Section
|
30,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-1 |
Hydrostatic pressure test Polyethylene Section
|
300,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-10 |
Density Polyethylene Section
|
50,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-11 |
Oxidation Induction Time Polyethylene Section
|
100,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-12 |
MFR (Melt Mass-Flow Rate) Polyethylene Section
|
50,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-4 |
Dimension Polyethylene Section
|
25,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-5 |
Longitudinal Reversion Polyethylene Section
|
25,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-6 |
Elongation /Tensile Polyethylene Section
|
75,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-7 |
Carbon black content Polyethylene Section
|
85,000 |
3-5 Days |
|
|
پۆلی ئەثیلین
|
17-8 |
Carbon black dispersion Polyethylene Section
|
50,000 |
3-5 Days |
|
|
Aggregate
|
13-4 |
Acid Resistance Chemical Section
|
15,250 |
3-5 Days |
|
|
Aggregate
|
13-5 |
Organic Matter Chemical Section
|
9,500 |
3-5 Days |
|
|
Aggregate
|
13-57 |
Gypsum Chemical Section
|
14,500 |
3-5 Days |
|
|
Aggregate
|
13-8 |
Soundness Chemical Section
|
47,250 |
3-5 Days |
|
|
Aggregate
|
14-14 |
Electrical Conductivity Chemical Section
|
5,500 |
3-5 Days |
|
|
Aggregate
|
14-4 |
T.S.S Chemical Section
|
11,000 |
3-5 Days |
|
|
Aggregate
|
14-6 |
CaCO3 Chemical Section
|
13,000 |
3-5 Days |
|
|
Aggregate
|
14-7 |
PH Chemical Section
|
5,500 |
3-5 Days |
|
|
Aggregate
|
15-1 |
X - ray Chemical Section
|
32,750 |
3-5 Days |
|
|
Aggregate
|
15-3 |
Sample preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
Aggregate
|
9-10 |
Gradation Chemical Section
|
18,000 |
3-5 Days |
|
|
Chemical Analysis of Metal
|
15-1 |
x -ray Chemical Section
|
32,750 |
3-5 Days |
|
|
Chemical Analysis of Metal
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
Epoxy
|
12-14 |
Water resitance Chemical Section
|
9,250 |
3-5 Days |
|
|
Epoxy
|
12-6 |
Appearence Chemical Section
|
4,750 |
3-5 Days |
|
|
Pozzolana analysis
|
1-22 |
Curing Chemical Section
|
2,000 |
3-5 Days |
|
|
Pozzolana analysis
|
1-3 |
S.C of cement Chemical Section
|
5,750 |
3-5 Days |
|
|
Pozzolana analysis
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
Pozzolana analysis
|
1-7 |
Compressive strength Chemical Section
|
5,250 |
3-5 Days |
|
|
Pozzolana analysis
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
Pozzolana analysis
|
13-22 |
Loss on ignition Chemical Section
|
12,250 |
3-5 Days |
|
|
Pozzolana analysis
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
Pozzolana analysis
|
6-1 |
Moisture Chemical Section
|
6,000 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
1-22 |
Curing Chemical Section
|
2,000 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
1-3 |
S.C of cement Chemical Section
|
5,750 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
1-4 |
Initial setting time Chemical Section
|
4,000 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
1-5 |
Final setting time Chemical Section
|
7,500 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
1-7 |
Compressive strength Chemical Section
|
5,250 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
13-30 |
Insoluble Residue Chemical Section
|
13,500 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
Pozzolanic Cement CEMIV/A-SR42.5 R Test
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
ئاو
|
13-34 |
Organic Impurity-colour Chemical Section
|
5,750 |
3-5 Days |
|
|
ئاو
|
13-35 |
Organic Impurity- Smell Chemical Section
|
5,750 |
3-5 Days |
|
|
ئاو
|
13-37 |
PH value Chemical Section
|
11,250 |
3-5 Days |
|
|
ئاو
|
13-39 |
Carbonates Chemical Section
|
13,000 |
3-5 Days |
|
|
ئاو
|
13-40 |
Bicarbonates Chemical Section
|
12,750 |
3-5 Days |
|
|
ئاو
|
13-46 |
CL-Water Chemical Section
|
21,750 |
3-5 Days |
|
|
ئاو
|
13-47 |
Sulphat SO3-Water Chemical Section
|
13,000 |
3-5 Days |
|
|
ئاو
|
13-54 |
T.S.S-Water Chemical Section
|
12,750 |
3-5 Days |
|
|
ئاو
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
ئاو
|
15-3 |
Sample Prepration Chemical Section
|
10,500 |
3-5 Days |
|
|
بەرد
|
13-21 |
Soundness Chemical Section
|
46,000 |
3-5 Days |
|
|
بەرد
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
بەرد
|
13-3 |
T.S.S Chemical Section
|
14,000 |
3-5 Days |
|
|
بەرد
|
13-57 |
Gypsum Chemical Section
|
14,500 |
3-5 Days |
|
|
بەرد
|
14-6 |
Caco3 Chemical Section
|
13,000 |
3-5 Days |
|
|
بەرد
|
14-7 |
PH Chemical Section
|
5,500 |
3-5 Days |
|
|
بەرد
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
بەرد
|
15-3 |
Sample preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
بەرد
|
9-10 |
Gradation Chemical Section
|
18,000 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
1-22 |
Curing New Chemical Section
|
2,000 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
1-7 |
Compressive Strength Chemical Section
|
5,250 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
13-30 |
Insoluble Residue Chemical Section
|
13,500 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
15-1 |
X -ray Chemical Section
|
32,750 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
جیمەنتۆ CEM I- OPC
|
2-2-19A |
Curing Chemical Section
|
3,000 |
3-5 Days |
|
|
خۆل
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
خۆل
|
13-57 |
Gypsum Chemical Section
|
14,500 |
3-5 Days |
|
|
خۆل
|
14-14 |
Electrical Conductivity Chemical Section
|
7,000 |
3-5 Days |
|
|
خۆل
|
14-2 |
Organic Material Chemical Section
|
7,500 |
3-5 Days |
|
|
خۆل
|
14-4 |
T.S.S Chemical Section
|
11,000 |
3-5 Days |
|
|
خۆل
|
14-6 |
Caco3 Chemical Section
|
13,000 |
3-5 Days |
|
|
خۆل
|
14-7 |
PH Chemical Section
|
5,500 |
3-5 Days |
|
|
خۆل
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
خۆل
|
15-3 |
Sample preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
13-57 |
Gypsum Chemical Section
|
14,500 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
14-1 |
Sulphate-SO3-Soil Chemical Section
|
23,000 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
14-2 |
Organic Material Chemical Section
|
7,500 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
14-4 |
T.S.S Chemical Section
|
11,000 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
14-5 |
CL-Soil Chemical Section
|
20,000 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
14-6 |
Caco3 Chemical Section
|
13,000 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
14-7 |
PH Chemical Section
|
5,500 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
كيمياوى تحريات التربه
|
15-3 |
Sample Prepration Chemical Section
|
10,500 |
3-5 Days |
|
|
كيمياويى خاك
|
13-1 |
SO3-E.D.T.A Chemical Section
|
14,500 |
3-5 Days |
|
|
كيمياويى خاك
|
13-21 |
Soundness Chemical Section
|
46,000 |
3-5 Days |
|
|
كيمياويى خاك
|
13-5 |
Organic material-colour Chemical Section
|
9,500 |
3-5 Days |
|
|
كيمياويى خاك
|
13-57 |
Gypsum Chemical Section
|
14,500 |
3-5 Days |
|
|
كيمياويى خاك
|
13-8 |
Soundness-aggregate Chemical Section
|
47,250 |
3-5 Days |
|
|
كيمياويى خاك
|
14-1 |
Sulphate-SO3-Soil Chemical Section
|
23,000 |
3-5 Days |
|
|
كيمياويى خاك
|
14-2 |
Organic Material Chemical Section
|
7,500 |
3-5 Days |
|
|
كيمياويى خاك
|
14-4 |
T.S.S Chemical Section
|
11,000 |
3-5 Days |
|
|
كيمياويى خاك
|
14-6 |
Caco3 Chemical Section
|
13,000 |
3-5 Days |
|
|
كيمياويى خاك
|
14-7 |
PH Chemical Section
|
5,500 |
3-5 Days |
|
|
كيمياويى خاك
|
9-10 |
Gradation Chemical Section
|
18,000 |
3-5 Days |
|
|
كيمياويى قير
|
13-21 |
Soundness Chemical Section
|
46,000 |
3-5 Days |
|
|
كيمياويى قير
|
13-5 |
Organic material-colour Chemical Section
|
9,500 |
3-5 Days |
|
|
كيمياويى قير
|
13-57 |
Gypsum Chemical Section
|
14,500 |
3-5 Days |
|
|
كيمياويى قير
|
13-8 |
Soundness-aggregate Chemical Section
|
47,250 |
3-5 Days |
|
|
كيمياويى قير
|
9-10 |
Gradation Chemical Section
|
18,000 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
1-6 |
Casting of Cube Chemical Section
|
8,250 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
1-7 |
Compressive strength Chemical Section
|
5,250 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-1 |
SO3-E.D.T.A Chemical Section
|
14,500 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-15 |
Efflorescence Chemical Section
|
2,500 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-30 |
Insoluble Residue Chemical Section
|
13,500 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-34 |
Organic Impurity-colour Chemical Section
|
5,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-35 |
Organic Impurity- Smell Chemical Section
|
5,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-37 |
PH value Chemical Section
|
11,250 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-39 |
Carbonates Chemical Section
|
13,000 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-4 |
Acid Solubility Chemical Section
|
15,250 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-40 |
Bicarbonates Chemical Section
|
12,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-46 |
CL-Water Chemical Section
|
21,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-47 |
Sulphat SO3-Water Chemical Section
|
13,000 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-5 |
Organic material-colour Chemical Section
|
9,500 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-54 |
T.S.S-Water Chemical Section
|
12,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
13-59 |
Acid-Alkali Resistance Chemical Section
|
29,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
كيمياويى كه ره سته ى بينا
|
15-3 |
Sample preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
1-22 |
Curing New Chemical Section
|
2,000 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
1-7 |
Compressive Strength Chemical Section
|
5,250 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
15-1 |
X -ray Chemical Section
|
32,750 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
چیمەنتۆ 197- CEM II
|
2-2-19A |
Curing Chemical Section
|
3,000 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
1-22 |
Curing New Chemical Section
|
2,000 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
1-7 |
Compressive Strength Chemical Section
|
5,250 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
13-30 |
Insoluble Residue Chemical Section
|
13,500 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
15-1 |
X -ray Chemical Section
|
32,750 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
چیمەنتۆ CEM I- SRC
|
2-2-19A |
Curing Chemical Section
|
3,000 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
1-22 |
Curing New Chemical Section
|
2,000 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
1-7 |
Compressive Strength Chemical Section
|
5,250 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
15-1 |
X -ray Chemical Section
|
32,750 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
چیمەنتۆ gasin-Taslwja CEM II
|
2-2-19A |
Curing Chemical Section
|
3,000 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
1-22 |
Curing New Chemical Section
|
2,000 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
1-7 |
Compressive Strength Chemical Section
|
5,250 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
چیمەنتۆ Karasta
|
2-2-19A |
Curing Chemical Section
|
3,000 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
1-22 |
Curing New Chemical Section
|
2,000 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
1-6 |
Casting of Cube Chemical Section
|
8,250 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
1-7 |
Compressive strength Chemical Section
|
5,250 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
13-30 |
Insoluble Residue Chemical Section
|
13,500 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
چیمەنتۆ Type2
|
2-2-19A |
Curing Chemical Section
|
3,000 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
1-22 |
Curing New Chemical Section
|
2,000 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
1-3 |
SC of Cement Chemical Section
|
5,750 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
1-4 |
Initial Setting Time Chemical Section
|
4,000 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
1-5 |
Final Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
1-6 |
Casting of cube Chemical Section
|
8,250 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
1-7 |
Compressive Strength Chemical Section
|
5,250 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
1-9 |
Expansion Chemical Section
|
6,000 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
13-30 |
Insoluble Residue Chemical Section
|
13,500 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
15-1 |
X -ray Chemical Section
|
32,750 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
چیمەنتۆ سپى
|
2-2-19A |
Curing Chemical Section
|
3,000 |
3-5 Days |
|
|
گەچ
|
1-12 |
Fineness Chemical Section
|
6,500 |
3-5 Days |
|
|
گەچ
|
1-13 |
SC of Gypsum Chemical Section
|
8,250 |
3-5 Days |
|
|
گەچ
|
1-14 |
Setting Time Chemical Section
|
7,500 |
3-5 Days |
|
|
گەچ
|
1-16 |
Compressive strength Chemical Section
|
8,250 |
3-5 Days |
|
|
گەچ
|
13-22 |
L.O.I Chemical Section
|
12,250 |
3-5 Days |
|
|
گەچ
|
13-30 |
Material Impurity Chemical Section
|
13,500 |
3-5 Days |
|
|
گەچ
|
13-65 |
Free Water Chemical Section
|
9,500 |
3-5 Days |
|
|
گەچ
|
13-66 |
Combind Water Chemical Section
|
9,500 |
3-5 Days |
|
|
گەچ
|
15-1 |
X-Ray Chemical Section
|
32,750 |
3-5 Days |
|
|
گەچ
|
15-3 |
Sample Preparation Chemical Section
|
10,500 |
3-5 Days |
|
|
گەچ
|
3-5-10 |
Casting of Cube Chemical Section
|
2,000 |
3-5 Days |
|