ame of Work - Information & Public Relations Department
ame of Work - Information & Public Relations Department
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