DMF

Name of Work:- Construction of CD Works on Mota Vejala to Ranivada Dam Taraf Javana Khan Nera ma

Causeway nu Work at Jesar, Ta. Jesar, Dist. Bhavnagar

Material Type of Test to be Carried out Frequency of Test UNIT Qty of Material

(1) Consistency Upto 50 MT - 1 Test

(2) Setting time 50 to 100 MT - 2 Test

(3) Fineness 100 to 200 MT - 3 Test

(4) Chemical analysis 200to 300 MT - 4 Test

1 Cement MT 34.79

(5) Soundness 300 to 500 MT - 5 Test

500 to 800 MT-6 Test

800 to 1300 MT -7 Test

More than 1300 MT 8 Test

(1) Tensile Strength

1 Test per 40MT

(2) Yield Stress

2 Steel (Min. One Test for each MT 0.87

Concrete Cube (1) Compressive Strength 1 to 5 Cum - 1 Test

6 to 15 Cum -2 Test

M100 16 to 30 Cum - 3 Test 129.30

31 to 50 Cum - 4 Test

M200 51 Cum & Above - 4+1 Test 17.10

(1) Water Absorption Upto 100 cmt - 1 Test

(2) Impact Value Upto 500 cmt - 3 Test

4 Agg. 20 MM Cum 86.96

(3) Flakiness Index and elongation index Upto 1500 cmt - 5 Test

(4) Gradation Upto 5000 cmt - 7 Test

(1) Water Absorption Upto 100 cmt - 1 Test

(2) Impact Value Upto 500 cmt - 3 Test

5 Agg. 10 MM Cum 43.48

(3) Flakiness Index and elongation index Upto 1500 cmt - 5 Test

(4) Gradation Upto 5000 cmt - 7 Test

(1) Silt content

6 Sand (3) Fineness Modulus 1 Test per 250 CMT Cum 65.88

(4) Specific Gravity

(5) Water Absorption

(1) Silt content

7 Earth (2) Gradation 1 Test per Work Cum 112.00

(1) Water Absorption Upto 100 cmt - 1 Test

(2) Impact Value Upto 500 cmt - 3 Test

8 W.B.M (3) Flakiness Index and elongation index Upto 1500 cmt - 5 Test Cum 23.00

(4) Gradation Upto 5000 cmt - 7 Test

Material Type of Test to be Carried out Frequency of Test UNIT Qty of Material

Road Furnitures

on site testing with Reflectometer make:

3 reading for 10 boards for

Delta, Zehntner, Roadvista-complying to ATM

Retro Reflective

Co-efficient of Retro Reflection

9 sheeting for the No. 2.00

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Mahuva Bhavnagar