CDP 5

Sr. Description in brief Total Quantity Material tobe tested Name of laboratory test Frequancy Total No. of test Remarks

.No. to be carried out

1 Cement 41.00 Cement 1) Initial & Final setting time M.T. Test No.

M.T. 2) Compressive strength Up to 50

3) Consistancy 50 to 100

4) Fineness 100 to 200

5) Soundness 200 to 300

& 8 test for larger consignment

2 R.C.C. work in C.C.Cubes 1) Compressive strength Cum. Test No.

columns,beams, for 7days & 28 days. 1 to 5

slabs,lintel,chhajjas, 5 to 15

T.I. H/V fins. 16 to 30

3 M-15 15.93 Cum 51 and above

4 M-20 12.83 Cum test each

6 M-20 8.71 Cum N.D.T UPV, Hammer test UVPV Test as directed by

7 M-20 5.72 Cum Core test Engineer in Charge

8 M-20 1.91 Cum As per IS 516

3 Sand 77 Sand 1) Fineness modulus One test per season/river

Cum 2) Specific gravity

3) Water absorbtion

4) Clay and fine silt content

4 Water Water 1) Potability One test per As required

2) Salinity sources while execution

Sr. Description in brief Total Quantity Material tobe tested Name of laboratory test Frequancy Total No. of test Remarks

.No. to be carried out

5 T.M.T. Steel 4.95 T.M.T. Steel 1) Tensile strength One test 1 each dia

M.T. 2) Elongation / 40 M.T./each category

3) chemical reaction test For every load supplier on site

6 Crushed stone aggregate

10mm-20mm crushed 59 Crushed stone 1) Gradation 1/150 M3 for concrete

aggregate Cum aggregate 2) Flekiness index or as per requirement

3) Impect value of relevant specification

4) Water Absorption

5) Crushing strength

7 Bricks- Conventional 28200 Bricks Comp. strength 1 Test /50000No

Water absorption

8 Ceramic tiles 18.90 Sqm Comp. strength 1 Test / Lot 1 each lot

Vitrified tiles 86.97 Sqm Water absorption 1 each lot

Glazed tiles 0.00 Sqm Dimension 1 each lot

Polished Kotah stone 22.70 Sqm Transverse stress 1 each lot

Granite Stone 0.00 Sqm Acid test 1 each lot

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division