CONSTRUCTION OF DIIFERENT ROADS (TWO ROADS) OF BHUJ TALUKA PAKAGE NO KCH/ MMGSY/ NON PLAN/ NORMAL/ 2025-26/P-1(5th attempt)

NAME OF WORK:-CONSTRUCTION OF DIIFERENT ROADS (TWO ROADS) OF BHUJ TALUKA PAKAGE NO KCH/

MMGSY/ NON PLAN/ NORMAL/ 2025-26/P-1

Schedule for Materials Testing

Ite Brief Description

Prescription of Test which Frequency @ which test shall Qty of No of Tests

m of material to be Unit

shall be carried out be carrie out Material Reqd.

1 M.C. Metal 45 to 1 Water Absorption One test per 3000cms 2621.90 Cmt.

90 mm size 2 Impact Value 1 to 100 Cum 1

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

2 M.C. Metal 45 to 1 Water Absorption One test per 3000cms 3036.00 Cmt.

63 mm size 2 Impact Value 1 to 100 Cum 1

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

3 Quarry Spalls 1 Water Absorption One test per 3000cms Cmt.

2 Impact Value 1 to 100 Cum

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

3-A Screening 1 Water Absorption One test per 3000cms 1072.23 Cmt.

Materials 2 Impact Value 1 to 100 Cum 1

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

4 Kapachi-For 1 Water Absorption One test per 3000cms 2110.68 Cmt.

B.T.Work 2 Impact Value 1 to 100 Cum 1

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

5 Grit-For B.T.Work 1 Water Absorption One test per 3000cms 415.80 Cmt.

2 Impact Value 1 to 100 Cum 1

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

6 Murrum/Stone (1) Aterberg Limit One test per 50 Cmt. 452.63 Cmt.

7 Asphalt Tanker Test 123.803 MT As per Norms

1 penetration 5 to 10 -1

2 Ductility 11 to 20 -2

3 Sp Gravity 21 to 50 -3

4 Softrninh Point 51 to 100 -4

5 Viscosity Additional -1

8 Tack Coat 1.Binder Temp. Two Test Per Day 40972.50 Smt. As per Norms

2.Rate of Spread of Binder

Ite Brief Description

Prescription of Test which Frequency @ which test shall Qty of No of Tests

m of material to be Unit

shall be carried out be carrie out Material Reqd.

9 BUSG/ Carpet/ 1.Gradation One Teat per 100 M.T. but 3820.00 MT As per Norms

Sealcoat Minimum 2 teat per day for Asphaltic

2.Temp.of Binder ----------Do------------

3.Rate of Spread of materials Regular control through check

on thickness of layer

10 Cement 1 Consistency Up to 50 M ton 1 Test 1003.71 MT

2 Setting time 50 To 100 M ton 2 Test

3 Fineness 100 to 200 M ton 3 Test

4 Chemical Analysis 200 to 300 M ton 4 Test

5 Soundness 300 to 500 M ton 5 Test

500 to 800 M ton 6 Teast

800 to 1300 M ton 7 Teast

11 Steel 1 Tensile Strength One test per 40 M ton per 22.520 MT 1-Test per

T.M.T. Fe 500D 2.Yield Stress Category each

3 Elongation M.T.

5.Chemical Analysis Test

11 Steel 1 Tensile Strength One test per 40 M ton per 6.940 MT 1-Test per

A T.M.T. Fe 550D 2.Yield Stress Category each

3 Elongation M.T.

5.Chemical Analysis Test

12 C.C. Cube 1 Compressive strength Qty (cmt) No.s of Test

M150 Ordinary 6 to 15 2 1417.00

M200 Ordinary 16 to 30 3 1042.70 Cmt.

M250 Controlled 31 to 50 4 41.70

M300 Controlled 51 and above - 1 Test / 50 cmt. 30.90

M400 Controlled 16.80

13 Sand 1 Silt content One test per work Cmt.

14 G.S.B.-Grade-I 1 Water Absorption One test per 3000cms 5483.00 Cmt.

2 Impact Value 1 to 100 Cum 1

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

15 Earthwork 1.Sand Content 2-Test per 3000 Cmt. 16185.00 Cmt.

2.Plasticity Test 2-Test per 3000 Cmt.

3.Density Tst 2-Test per 3000 Cmt.

4.Moistute Content Test/ FDD/ 1-Test per 250 Cmt.

5.C.B.R. 1-Test per 3000 Cmt.

Ite Brief Description

Prescription of Test which Frequency @ which test shall Qty of No of Tests

m of material to be Unit

shall be carried out be carrie out Material Reqd.

16 R.C.C.Pipe Factory Test I.S.458 67.5 m- One for each

17 Cement Concrete 1.Dry Lean Cement Concrete Para 903.4 of specification 0.00 Cmt.

Work for Road Sub Base

2.Un-reinforced,dowel As per Para 903.5.2.4 summary 0.00 Cmt.

jointed,plain cement concrete of control Tests of specification

18 Retro reflective Co-efficient of retro Class B Type 4 High Intensity 51.00 No. 3 Reading For

Sheeting for Reflection Grade 10 Boards for

signage each colour

19 Hot Applied On Site testing with Retro Reflectivity 1914.00 5 Reading for

Thermoplastic Refletometer every 5 Km.

Laboratory Testing Bibder 1 Sample for

Titanium Dioxide Smt.

Calcium carbonate and Inert

On site Testing Skid Resistance 5 Reading for

20 Road Struds/Cat Laboratory Testing Compressive Strength No. 1 Sample for

eyes/RPM ( Raised Flexural Strength each colour/

Pavement Marker) Resistance to Lens cracking Les Brand/ Lot

Impact Strength

Coefficient of Luminous

Intensity ASTM D4280

21 Aggregate for 1 Water Absorption One test per 3000cms 2980.10 Cmt.

C.C.Work 2 Impact Value 1 to 100 Cum 1

3 Flakiness / elongation Index 100 to 500 Cum

500 to 1500 Cum

4 Gradation 1500 to 5000 Cum

22 Water One test per Source

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub-Division Panchayat (R&B) Division

Bhuj-Kachchh Bhuj-Kachchh