B-1 AGREEMENT System Generated e-Tender No ... - e-Tendering

74 Dy. Executive Engineer
Annexure 'B'
Construction Material Testing & its frequency
Sr. Material Rate Frequency
1 CEMENT
1) Consistency
2) Initial & Final Setting time
3) Fineness
4) Specific Gravity
5) Soundness
6) Compressive Strength
2 METAL
a 1) Sieve Analysis (Gradation)
(Concrete work)
Test per 50 M.t. above six tests shall be
carried.
1 Test for every day work
2) Sieve Analysis Red Book Specification 1 Test per 100 m3
3) Sieve Analysis
1 Test per 200 m3
Granular Sub Base (N.H.Work) MOST
b Water Absorption 1 Test per 200 m3
c Impact (Concrete WBM/BT) 1 Test per 200 m3
d Crushing 1 Test per for Each Source
e Abrasion 1 Test per for Each Source
f Flakiness & Elongation Index 1 Test per 200 m3
g Plasticity Index for blindage used for WBM 1 Test per 25 m3
3 SAND
1) Water Absorption & Specific Gravity 1 Test per for Each Source
4 BRICKS
1) Water Absorption
2) Comp Strength
3) Effloresce
5 Flooring Tiles
1) Flexural Strength
2) Water Absorption
3) Abrasion
6 Manglore tiles
1) Water Absorption
2) Breaking Load
For each 50000 Nos bricks Above three
test are to be carried out
For 2000 Nos of Tiles above three tests
are to be carried out
1 Test- 6 Tiles per 50000 Nos.
2 Test- 6 Tiles per 50000 Nos.
7 Glazed Tiles
1) Water Absorption 1 Test- 6 Tiles per 2000 Nos.
8 Concrete Mix Design 1 Concrete Mix Design for each
Compressive strength C.C.Cubes for Qty
Qty. utpo 5 m3
6-15 m3 2 Set (3 Nos)
16-30 m3 3 Set (3 Nos)
31-50 m3 4 Set (3 Nos)
grade of concrete per every per hour
1 Set (3 Nos.)
Quantity above 51 m3
9 MURUM/ SOIL for earth work
1) Optimum Dry Density 2 Test per 3000 m3
2) C.B.R. 1 Test per 3000 m3
3) Liquid & Plastic Limit/Plasticity Index 1 Test per 3000 m3
4) Filed Density 100% P.D. 1 Test per 3000 m3
5) Filed Moisture Content 1 Test per 3000 m3
10 WOOD
1) Moisture Content 1 test per Source
2) Density 1 test per Source
11 WATER
1) P.H. Value for Water and Sand 1 test per Source
2) Chloride & Sulphate content 2 test per Source
12 Steel
1) Wt per metre
2) Ultimate Tensile Stress
3) Yield stress
4) Elogation
4+1 additional set per 50 m3
One test for every 5.0 MT or part thereof
for each diametre
Signature of Contractor No. Of Corrections Executive Engineer