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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

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