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NO DESCRIPTION

1.0 Road Crossing - 3m

1.1 Earth works

Excavation in all materials other than rock including cart away from site

1.2 Concrete Works

50mm thick lean concrete Grade 15P/20 as blinding.

Reinforced concrete of the folowing grades:

(b) Grade 30/20

Formwork as described to Class F1 & U1 finish type including falsework

(c ) To sides and soffit of pile cap

Hot Rolled Type 2 Deformed steel reinforcement bars as described

16mm Diameter

12mm Diameter

10mm Diameter

1.3 Precast Concrete Piles

Pile / 200mm / 30 tonnes

Supply, handle & pitch 200mm x 200mm initial/head pile 6.00m long.

Supply, handle & pitch 200mm x 200mm extension pile 6.00m long.

Drive to set 200mm x 200mm pile.

Butt weld connection 0.60m girth between edges of and including mild steel

extension head, base cap plates, bars etc and including coated heavily with

bituminous compound for jointing 200mm x 200mm R.C piles.

Cut off and dump away surplus length of 200mm x 200mm precast concrete

pile and strip off pile head, bend back reinforcement for connection as specified.

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UNIT QTY RATE TOTAL

M3 2.00

M2 1.00

M3 6.44

M2 43.78

kg 141.90

kg 106.60

kg 204.20

M 24

M 120

M 144

NO 20

NO 4

8/10/2019 BQ Stream Drain Culvert HDD

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NO DESCRIPTION

2.0 Road Crossing - 5m

2.1 Earth works

Excavation in all materials other than rock including cart away from site

2.2 Concrete Works

50mm thick lean concrete Grade 15P/20 as blinding.

Reinforced concrete of the folowing grades:

(b) Grade 30/20

Formwork as described to Class F1 & U1 finish type including falsework

(c ) To sides and soffit of pile cap

Hot Rolled Type 2 Deformed steel reinforcement bars as described

16mm Diameter

12mm Diameter

10mm Diameter

1.3 Precast Concrete Piles

Pile / 200mm / 30 tonnes

Supply, handle & pitch 200mm x 200mm initial/head pile 6.00m long.

Supply, handle & pitch 200mm x 200mm extension pile 6.00m long.

Drive to set 200mm x 200mm pile.

Butt weld connection 0.60m girth between edges of and including mild steel

extension head, base cap plates, bars etc and including coated heavily with

bituminous compound for jointing 200mm x 200mm R.C piles.

Cut off and dump away surplus length of 200mm x 200mm precast concrete

pile and strip off pile head, bend back reinforcement for connection as specified.

8/10/2019 BQ Stream Drain Culvert HDD

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UNIT QTY RATE TOTAL

M3 22.00

M2 11.00

M3 90.64

M2 602.58

kg 2349.60

kg 1172.60

kg 2841.30

M 264

M 1320

M 1584

NO 220

NO 44

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NO DESCRIPTION UNIT QUANTITY

3.0 Road Crossing - Horizontal Directional Drilling (HDD)

3.1 ADDITIONAL

(a) Mobilised all HDD equipment and all necessary personel, setting up Lump

and moving to each and every position at each location and Sum

dismantling completion. Rate to include all supervision and the

provision of HDD equipment.

(b) Supply and deliver to store/pipe dumps on site, pipes,

special, joints, fittings and valves.

STRAIGHT PIPES

HDPE Pipe (from MoF aproved panel of suppliers)

160mm OD HDPE Pipe PN 10 m 939.483

(c ) LAY AND INSTALL OF PIPES, SPECIALS, FITTINGS AND VALVES

Installation of HDPE pipe under existing road using the HDD method

a) 160mm OD HDPE PipePN 10 m 939.483

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RATE TOTAL

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NO DESCRIPTION

4.0 Cable Trench

4.1 Earth works

(a) Excavation in all materials other than rock including stockpiling aside

for embankment construction.

(b) Supply, lay, grade and compact in layers imported sand fill and cement (dry mix)

material to formation level.

( C) Supply, lay, grade and compact in layers imported suitable fill material to

formation level.

4.2 Protective cover

Construct and lay protective cover including materialspecified below:

(a) Reinforced concrete Grade 20/20

(b) Formwork as described to Class F1 & U1 finish type including falsework to sides

and soffit of concrete cover

( C) Stel Mesh Reinforcement Type A6 (minimum 2.22 kg/m2)

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UNIT QTY RATE TOTAL

M3 35,131.15

M3 8,438.90

M3 26,692.50

M3 126.58

M2 4,303.84

M2 2,531.67