Construction of New 1000 MT Godown, and Ancillary works at Ta. Sayla Dist.Surendranagar.

Name of Work :- Construction of New 1000 MT Godown, and Ancillary works at Ta. Sayla

Dist.Surendranagar.

Quantity of Material to be brought by Agency

Particulars Approximate by

Signature of Contractor Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division

Limbdi Surendranagar

Name of Work :-

Construction of New 1000 MT Godown, and Ancillary works at Ta. Sayla Dist.Surendranagar.

Sr. Description Materials Total Name of Laboratary Test Test Total Nos. of Remars

No. of Item No. to be Qty required Tests

1 Cement Cement 459.60 (1) Consistancy Test 15 Kg/ (1-Test) 10 No. Sample as per I.S. one

M.T (2) Setting time 50 M.T. sample for 50 M.T. and

(3) Comp. strength 2 for 100 M.T. and

(4) Soundness minimum one sample for

(5) Specific gravity each consignment less

(6) Chemical analysis than 50 M.T. quantity

(7) Fineness Test

2 Sand for all items Sand -- (1) Fineness Modulas 1 Test / Working As required during All test should be

pertaining to (2) Specific gravity season or change execution of work carried out as specified

sand (3) Clay and Fine silt conte of Supply. in Specification Book

(4) Water absorption or as required

3 C.S. Metal for C.S. Metal -- (1) Specific gravity 1 Test for working 1 No. or More All test should be

all Item pertaining 12 to 20mm (2) Water absorption season for R.C.C. carried out as specified

for C.S. Metal 10 to 12mm (3) Flakiness Index Work and change of in Specification Book

6 to 10mm (4) Impact value quarry / Supply or as required

(5) Abrasion test

(6) Gradation test

(7) Crushing Strength

(8) Soundness Test

4 M-150 C.C. Cube 916.50 (1) Compressive strength Sample of 6 cubes All test should be

M-200 Cum. 7 and 28 day for concrete done carried out as specified

M-250 1 to 5 Cum 1 Sample in Specification Book

6 to 15 Cum 2 Sample or as required

16 to 30 Cum 3 Sample

31 to 50 Cum 4 Sample

51 to onward 5 Sample

and one additional

sample for 50 cum

and part there of.

Sr. Description Materials Total Name of Laboratary Test Test Total Nos. of Remars

No. of Item No. to be Qty required Tests

5 Brick Masonary Bricks 241.00 (1) Comp. strength 1 Sample for every 3 No. All test should be

& H.B. Masonary Cum. 2) Water absorption 50000 Nos. of carried out as specified

work 120500 3) Salt efflorescence Bricks in Specification Book

Nos. 4) Dimension test or as required

7 T.M.T. Steel Bar TMT 82.78 1) Tensile strength Minimum one test 1 No. or as required All test should be

Steel M.T. 2) Elongation of each category dia. during execution carried out as specified

3) Bend and Rebend Test supplied on site & in Specification Book

4) Yield Stress change of factory or as required

8 Water -- (1) Potability 1 Sample for each 1 No. or more All test should be

(2) Salinity Source of supply as required carried out as specified

(3) Chemical Analysis in Specification Book

9 W.B.M. 45 to 63mm sizeC.S. Metal 162.00 1. Aggregate impact value Up to 100 Cum - 1 Test Test carried out as All test should be

C.S. Metal 13.2mm Screening 43.74 2. Flakiness index 101 to 500 Cum - 3 Test per Column No. 7 carried out as specified

Stone Dust Material 12.96 3. Gradation 501 to 1500 Cum - 5 Test in Specification Book

4. Abrasion 1500 to 5000 Cum - 7 Test or as required

5. Stripping value and water

6. Crushing strength

Signature of Contractor Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division

Limbdi Surendranagar