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ame of Work - Information & Public Relations Department

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clauses and direction <strong>of</strong> E/I.<br />

11. Providing weep holes in Brick<br />

masonry/Plan/Reinforced concrete abutment,<br />

wing wall/return wall with 100 mm dia AC pipe<br />

extending through the full width <strong>of</strong> the structure<br />

with slope <strong>of</strong> 1V:20H towards drawing foce.<br />

Complete as per drawing and Technical<br />

specifications Nos. 40.00<br />

12. Providing fitting and fixing tar paper <strong>of</strong> approved<br />

quality in two layers <strong>of</strong> bed plate/cap <strong>of</strong> abutment<br />

and piers as per standard specification and<br />

direction <strong>of</strong> E/I. Sqm 13.20<br />

13. making with raised 25 mm cement plaster (1:4)<br />

numbering culverts and bridges and for working<br />

load clarification at end <strong>of</strong> parapets including cost<br />

numbering and painting as per M.O.S.T.<br />

specification and direction <strong>of</strong> E/I. including cost <strong>of</strong><br />

all labour materials, royalty and taxes etc. all<br />

complete job. Nos. 4.00<br />

14. Painting posts with two loats <strong>of</strong> en<strong>ame</strong>l paints <strong>of</strong><br />

approved shade and make after cleaning the<br />

surface thoroughly all complete job.<br />

15. Earth <strong>Work</strong> in back filling in foundation trenches<br />

and plinth in layer not exceeding 150 m thick well<br />

watered rammed fully compacted and line<br />

dressed with earth obtained from excavation <strong>of</strong><br />

foundation trenches with a lead <strong>of</strong> 50 m and lift <strong>of</strong><br />

1.5 m complete as per building specification and<br />

30<br />

Sqm 13.78<br />

direction <strong>of</strong> E/I. Cum 29.72<br />

16. Granular Sub-Base with Coarse Graded Material<br />

(Table : 400-2) ( construction <strong>of</strong> granular subbase<br />

by providing coarse graded material,<br />

spreading in uniform layers with motor grader on<br />

prepared surface, mixing by mix in place method<br />

with rotavator at OMC, and compacting with<br />

vibratory roller to achieve the desired density,<br />

complete as per clause 401) Cum 34.20<br />

17. Providing, laying, spreading and compacting<br />

stone metal Go- II with crushable type screening<br />

material such as moored base course on well<br />

prepared surface and compacting with roller to<br />

achieve the desired density as per MOST<br />

specification 406 (4th revision) and direction <strong>of</strong><br />

E/I. Cum 16.20<br />

18. Providing, laying, spreading and compacting<br />

stone metal Go- III with crushable type screening<br />

material such as moorum base course on well<br />

prepared surface and compacting with roller to<br />

achieve the desired density as per MOST<br />

specification 406 (4th revision) and direction <strong>of</strong><br />

E/I.<br />

19. Providing 50 mm thick compacted built-up-spray<br />

Cum 8.10<br />

(Rupees One<br />

Hundred Four) only<br />

104.00<br />

(Rupees One<br />

Hundred Twenty<br />

Two) only<br />

122.00<br />

(Rupees One<br />

Hundred Thirty &<br />

paise Eighty Five)<br />

only<br />

130.85<br />

(Rupees Forty Nine<br />

& paise Thirty Five)<br />

only<br />

49.35<br />

(Rupees Twenty One<br />

& paise Sixty) only<br />

21.60<br />

(Rupees Three<br />

Hundred Sixty Five<br />

& paise Sixty Seven)<br />

only<br />

365.67<br />

(Rupees One<br />

Thousand One<br />

Hundred Eighteen &<br />

paisa Sixteen) only<br />

1118.16<br />

(Rupees One<br />

Thousand One<br />

Hundred Seventy<br />

Eight & paise Ninety<br />

One) only<br />

1178.91

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