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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

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