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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10 mm and one part 10 mm to 6<br />
mm) and clean coarse sand <strong>of</strong> F.M.<br />
2.0 to 3.5 including mixing in<br />
concrete mixture and vibrating but<br />
excluding cost <strong>of</strong> reinforcement<br />
bending & binding excluding all<br />
cost <strong>of</strong> material and labour all<br />
complete as per specification <strong>of</strong><br />
M.O.S.T.and direction <strong>of</strong> E/I.<br />
9. Supplying, fitting and placing<br />
HYSD bar reinforcement in substructure<br />
complete as per drawing<br />
and technical specification M.T. 1.375<br />
10. Providing filter media with stone<br />
metal grade-III conforming to<br />
MORT&H Table 400-7, free from<br />
grass, dirt and debris and other<br />
loose and deleterious materials<br />
likely to deteriorate, providing<br />
light, barrier, danger signals,<br />
choukidar, making and maintaining<br />
diversion, traffic regulation<br />
incidental charges, all taxes and<br />
royalty etc. all technical<br />
specification and MORT&H<br />
specification clause 305 and other<br />
relevant clauses and direction <strong>of</strong><br />
E/I. Cum 11.16<br />
11. Providing weep holes in Brick<br />
masonry/Plan/Reinforced concrete<br />
abutment, wing wall/return wall<br />
with 100 mm dia AC pipe<br />
extending through the full width <strong>of</strong><br />
the structure with slope <strong>of</strong> 1V:20H<br />
towards drawing foce. Complete as<br />
per drawing and Technical<br />
specifications. Nos. 30.00<br />
12. Providing fitting and fixing tar<br />
paper <strong>of</strong> approved quality in two<br />
layers <strong>of</strong> bed plate/cap <strong>of</strong> abutment<br />
and piers as per standard<br />
specification and direction <strong>of</strong> E/I. Sqm 13.20<br />
13. making with raised 25 mm cement<br />
plaster (1:4) numbering culverts<br />
and bridges and for working load Nos. 4.00<br />
44<br />
(Rupees Fifty Seven Thousand<br />
Nine Hundred Twenty One &<br />
paise Ninety Four) only<br />
Rs. 57921.94<br />
(Rupees Eight Hundred<br />
Seventy Three & paise Seven)<br />
only<br />
Rs. 873.07<br />
(Rupees One Hundred Four)<br />
only<br />
Rs. 104.00<br />
(Rupees One Hundred Twenty<br />
Two) only<br />
Rs. 122.00<br />
(Rupees One Hundred Thirty &<br />
paise Eighty five) only<br />
Rs. 130.85
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