Bill of Quantity (BOQ) - UNDP
Bill of Quantity (BOQ) - UNDP
Bill of Quantity (BOQ) - UNDP
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Item<br />
No.<br />
1.2<br />
1.3<br />
1.4<br />
1.5<br />
1.6<br />
Description Unit Qty.<br />
Supply and lay approved sub-base material (<br />
Kurkar) <strong>of</strong> 15 cm thickness for the sidewalks in one<br />
layer with CBR.> 30%, watering and compaction up<br />
to 98% maximum dry density according to modified<br />
proctor test. the work includes all tests as per<br />
specifications & Engineer Instructions<br />
Supply & lay pre-cast concrete curbstones for<br />
sidewalks (15x30x80 cm) including all necessary<br />
excavations, compaction to 98% <strong>of</strong> MDD and<br />
compacted Existing crushed stone 15 cm thick,<br />
B250 plain concrete foundation (27x12cm) under<br />
the curb and (12x21cm) behind, spreading 2 cm<br />
mortar under the curb, filling joints between curbs<br />
with cement mortar and painting with one prime<br />
coat and two finishing coats <strong>of</strong> approved brand<br />
name painting material ,expansion joint every 12 mr<br />
with selotex board and filling 3cm with seka flex<br />
,all according to drawing and technical<br />
specifications.<br />
Supply, install and compact <strong>of</strong> interlock tiles 8 cm<br />
thick, The price include supply and spread dune<br />
sand 5 cm thick under interlock, all the required<br />
tests, all works are according to specifications,<br />
Drawings and Engineer instructions.<br />
Construct reinforced concrete retaining walls, beams<br />
or any structural element as instructed by the<br />
Engineer including all necessary excavations &<br />
filling dune sand to the required level, B300<br />
concrete & expansion joint at 12m interval with<br />
selotex board all in accordance with the<br />
specification & drawings.<br />
Supply and construct storm water collection gullies<br />
with length <strong>of</strong> 3.0m at least, as detailed in drawings<br />
constructed <strong>of</strong> reinforced concrete B300 , including<br />
cast iron grills, benching, excavation and<br />
backfilling with clean sand and compaction, remove<br />
the surplus soil to the tip as shown in the drawings<br />
and according to the specifications and the<br />
engineer’s instructions.<br />
m 2 3300<br />
L.m 1100<br />
m 2 5500<br />
m 3 25<br />
No 6<br />
Unit<br />
Price<br />
(US$)<br />
Total<br />
(US$)<br />
Contractor’s signature and stamp Page 8