Bill of Quantity (BOQ) - UNDP
Bill of Quantity (BOQ) - UNDP
Bill of Quantity (BOQ) - UNDP
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<strong>Bill</strong> No 2: Water works<br />
Item<br />
No. Description Unit Qty.<br />
2<br />
_All works must be coordinated with the water<br />
department at the Municipality and all testes need<br />
to be included.<br />
_ All executed works must be documented in as<br />
Built Drawings, connected By Total station with<br />
sample presented <strong>of</strong> GIS municipality department,<br />
also observe all existing points coordination. ( This<br />
mission will be finished by Approval Surveying<br />
<strong>of</strong>fice).<br />
_The price includes the cost <strong>of</strong> excavation to depth<br />
indicated in drawings using retaining shuttering,<br />
shoring according to instructions <strong>of</strong> Engineer,<br />
bedding <strong>of</strong> 20 cm clean dune sand under around<br />
and above the pipe with compaction, backfilling the<br />
rest <strong>of</strong> the trench up to design level with kurkar in<br />
layers 20cm thick each with compaction 98% MDD<br />
and all required tests.<br />
_The work includes removal <strong>of</strong> the surplus<br />
materials outside the site to places as instructed by<br />
the Engineer.<br />
_Supply and installation <strong>of</strong> elbows with any angles,<br />
Tees, Flanges, joints, metallic warning tap, and<br />
other accessories and thrust blocks according to<br />
details.<br />
The covers <strong>of</strong> manholes are made <strong>of</strong> cast iron with<br />
diameter 60 cm engraved by the word " Water " in<br />
English and Arabic. the ring is from cast iron<br />
square shaped with 70*70 cm dimensions. the<br />
concrete which used around the ring is B350 and<br />
should have a Basalts layer <strong>of</strong> 2 cm above the<br />
concrete and around the cover rings. According to<br />
drawings, specifications and Engineer’s instruction.<br />
_Depth <strong>of</strong> trench is 1.4 m in carriage way and 1.1m<br />
in shoulders.<br />
_The price includes cutting the existing asphalt (if<br />
any) in suitable width using machine and reinstate<br />
the road to its original condition using two layers <strong>of</strong><br />
base coarse 15 cm each, supply and spread prime<br />
coat layer (MCO) under the new asphalt layer, and<br />
spread RC2 between the new and the existing<br />
asphalt and the asphalt layer shall be 6 cm thick. In<br />
case the existing pavement is interlock tiling items<br />
should include removal and re-tiling interlock<br />
pavement to the original state including all required<br />
material to complete the pavement layers such as<br />
base coarse, interlock and sand ..etc.<br />
_ The price should include the connection <strong>of</strong> the<br />
new pipes to the existing pipes with all needed<br />
fitting and support to complete the work<br />
Unit<br />
Price<br />
(US$)<br />
Total<br />
(US$)<br />
Contractor’s signature and stamp Page 10