Download Report

Go W
ifi
existing G
O manhole
existing m
Enemalta
Feeder Pillar 1
anhole
Joint to existing WSC Mains
finish
finish
f
re
COLOUR CODES
MELITA AND GO RELATED SERVICES
ELECTRICAL INSTAL. RELATED SERVICES
ELECTRICAL AND ENEMALTA RELATED SERVICES
FOUNTAIN RELATED SERVICES
IRRIGATION RELATED SERVICES
WSC RELATED SERVICES
DRAINS RELATED SERVICES
finish
er
cable warning tape
ta
de
s
il
ducts
ducts
n
io
t
ec
750mm
750mm
B
refer detail se
ducts
concrete
ducts
concrete
Enemalta
cables
sand
Enemalta
cables
sand
lean concrete
750mm
cable protection slab
sand
Enemalta
cables
ction B
800mm
800mm
800mm
SECTION DETAIL A
SECTION DETAIL B
SECTION DETAIL C
LEGEND
Manhole 1m x 1m
Electrical Installation
Manhole 0.2 x 0.2m
refe
r de
Manhole 0.2 x 0.2m
nA
Go W
ifi
tail
sec
tion
covered culvert
Joint to existing WSC Mains
existing GO
manhole
nA
tio
D1-2
ail s
Lighting Feeder Pillar LFP
with Manhole 0.8 x 0.4m below
A
ion
eta
il s
A
ect
c
se
on
il
ta
de
ecti
nA
tio
er
ref
det
Decorative Pole Type D2
r
refe
ref
er
de
tai
ls
ec
covered culvert
Fountain pump room
Valve
Decorative Pole Type D1
r
fe
re
t
de
B
C
Castille Square Lighting
Distribution Board
Feeder Pillar
tio
ec
ls
ai
de
tai
ls
ec
t io
Manhole 1.2 x 0.9m
n
ref
er
Manhole 1.5 x 0.75m
Joint to existing WSC Mains
A
Ex
i
En sting
e
Su mal
t
bs
tat a
ion
n
io
ct
se
il
ta
Manhole 1 x 1m
de
Manhole .2 x .2m
Enemalta
Feeder Pillar 4
r
fe
re
ex
eq isting
uip W
me SC
nt
Concrete pedestal 0.3x0.3m with
Manhole 0.08 x 0.08m
Shrubs:
Vitex &
Cheirolophus crassifolius
ec
tio
n
A
ref
e
rd
refer detail section A
re
fe
rd
et
ai
ls
D1-1
D2-1
manho
le size
when fo
to be d
undatio
etermin
ns are d
e
esigned
d
1:60 TO EXISTING DRAINAGE
GALARY
[EXACT GALARY LOCATION TO BE
IDENTIFIED]
t
seo al
rvi low
ce W
to SC
ho to
rse p
dr rov
aw ide
nc a
ab
s
D2-2
D13
LFP3
D14
ion B
D1-4
fe
re
LFP1
D16
n
on A
tio
secti
ec
deta
il
Joint to existing WSC Mains
s
il
BSdeta
CArefer
rd
D15
refer
A
irrigation
n
io
ct
e
pump roometail s
E
Enemalta
Feeder Pillar 2
RS
sect
1:60 TO EXISTING DRAINAGE
GALARY
HO
deta
il
D1-3
2
refer
manho
when fole size to be d
undatio
etermin
ns are d
e
esignedd
B
e a bs
id ca
ovwn
r
p a
toe dr
SCors
Wh
ow to
all ice
toerv
s
LFP2
Joint to existing WSC Mains
ls
ai
et
rd
fe
section A
re
refer detail
Enemalta
Feeder Pillar 3
n
tio
ec
C
to existing Barrakka
to existing Barrakka
Enemalta Substation
irrigation system
2.5
0
5
10
15
20
25
30
35
40
45
50
55 Mts
Scale 1:200
Cyan Engineering Limited
6/4 Triq il- Qares
Mosta
Tel. (00356) 2142 3761
Fax. (00356) 2142 3761
[email protected]
2/4/2015
Summary
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
1
1
1
1
File No.: RD 15/15
Project : Civil works at Castille Square, Valletta
1
Contract No: CT 2003/2013/4061
1
1
1
1
Contract Summary Sheet
Item
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000
10.000
12.000
13.000
15.000
Amount (€)
Bid Amount (€)
inclusive of VAT, Eco-Contribution
and all other/taxes as may be
applicable
inclusive of VAT, Eco-Contribution
and all other/taxes as may be
applicable
Description
€ 36,550.84
€ 74,267.39
€ 45,790.16
€ 3,459.71
€ 21,092.92
€ 92,945.90
€ 23,283.99
€ 1,340.46
€ 24,070.42
€ 206.91
€ 211,572.58
€ 2,220.00
€ 15,636.50
€ 552,437.78
General Site Clearance & Demolition Works
Earthworks & Road Formation
Trench Excavation & Backfilling Works
Installation of Buried Infrastructure (Electrical)
Installation of Buried Infrastructure (Potable Water / Waste Water)
Service Utilities
Storm Water Network
Kerbs & Paving
Wall Construction Works
Asphalt Works
Structural Concrete Works
Miscellenous Works
Structural Repair Works
TOTAL :
1
1
Traffic Management & Site Safety :
%
1
As per drawings attached with this "Contract Allocation".
6%
%
€ 33,146.27
1
1
GRAND TOTAL :
Page 1 of 11
€ 585,584.05
Print date :
2/4/2015
Traffic Management +
Site Safety
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
ITEM
DESCRIPTION
Expected Level of Traffic Management and its compensation, shall be as indicated in the “Contract Allocation” and subsequent “Work Orders”.
Payments shall be carried out as per cl. 4.2.1 - Volume 4. The below list indicates Traffic Management and Site Safety equipment which the contractor is expected
to have at his availability to accomodate the Traffic Management and Site Safety requirments requested by the Contracting Authority.
0.000 Traffic Management & Site Safety
1
A
Vertical Signage :
The rate shall include for the graphical design and related submissions to the requirements as described herein. The graphical design details shall comply
Note :
with the equivalent diagram number of the UK TSRGD / TSM (or to an equivalent reputable national traffic sign regulation of an EU member state. This
2
0.001
3
0.001 a.
0.001 b.
0.001 c.
0.001 d.
0.001 e.
0.001 f.
0.001 g.
0.001 h.
0.001 i.
0.001 j.
0.001 k.
0.001 l.
0.001 m.
0.001 n.
4
5
6
7
8
9
10
11
12
13
14
15
16
17
0.002
18
0.002 a.
0.002 b.
0.002 c.
0.002 d.
0.002 e.
0.002 f.
0.002 g.
0.002 h.
0.002 i.
0.002 j.
0.002 k.
0.002 l.
0.002 m.
0.002 n.
0.002 o.
0.002 p.
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
B
equivalent regulation must be declared and submitted to Transport Malta for approval prior to the fabrication of the signs).
Retroreflective triangular, round or octagonal traffic signs, Class RA3 (microprismatic DIN 67520-4, Table 3 or equivalent). Rate shall include for the
temporary supporting posts (height as required) weighted to balance as necessary. Rate applicable to Signs as per item (a.) to (n.) below :
"Men at Work" Triangular Sign Size 900mm;
"No Entry" Round Sign Size 600mm;
"No Entry" Round Sign Size 900mm;
"No Left Turning" / "No Right Turning" Round Size 600mm;
"No Left Turning" / "No Right Turning" Round Size 900mm;
"White on Blue Arrow" Round Sign Size 900mm;
"Loose Chippings" Triangular Sign Size 900mm;
"Lane Narrows" Triangular Sign Size 900mm;
"STOP" Octagonal Sign Size 900mm;
"SLOW" Round Sign Size 900mm;
"Speed Limit" Round Sign Size 900mm;
"No U Turn" Circular Sign 900mm;
"Height Limit" Round Sign 900mm;
"No Parking" Circular Sign 900mm.
Retroreflective rectangular / square, Class RA3 (microprismatic DIN 67520-4, Table 3 or equivalent). Rate shall include for the temporary supporting posts
(height as required) weighted to balance as necessary. Rate applicable to Signs as per item (a.) to (p.) below.
"25m", "50m", "100m", "200m" (supplementary plate) distance sign 0.27m x 0.80m
"No Entry Except for Residents & to Render Service" Size 0.60m x 0.9m (minimum dimensions)
"No Entry Except for Public Transport" Size 0.60m x 0.9m (minimum dimensions)
"Road Works Ahead, Reduce Speed Now" Sign Size 0.6m x 0.9m (minimum dimensions)
"Construction Site Keep Out" Sign 0.6m x 0.9m (minimum dimension), drawing ref FM 19
"Site Safety" Sign 0.6m x 0.9m (minimum dimension), drawing ref FM 19
"RAMP" Sign, drawing ref FM 19
"STOP Road Closed" Sign 0.6m x 0.9m (minimum dimension), drawing ref FM 19
"Traffic Control Ahead" Red Sign 0.6m x 0.9m (minimum dimensions)
"Diversion" (including left/right arrow) Yellow Sign
"Pedestrians" (including left / right arrow) Blue Sign
"Road Works Ahead" Yellow Sign 0.6m x 0.9m (minimum dimensions)
"Temporary Traffic Lights Ahead" Yellow Sign 0.6m x 0.9m (minimum dimensions)
"Road Construction Ahead" Red Sign 0.6m x 0.9m (minimum dimensions)
"Find Alternative Route" Yellow Sign 0.6m x 0.9m (minimum dimensions)
"Pedestrian Crossings" white on blue Sign
TRANSPORT MALTA SIGNS
2.00m x 1.25m "This Road was Resurfaced by Transport Malta" Sign, inclusive of supporting posts (height as required) weighted to balance as necessary,
35
0.003
36
0.004
37
0.005
38
0.006 2.00m x 1.25m TM / Contractor Sign, inclusive of supporting posts (height as required) weighted to balance as necessary, drawing ref FM 18.
39
40
50
51
0.018
42
43
44
45
46
47
48
49
17.
2.00m x 1.25m "Bini ta' Toroq Residenzjali" Sign, inclusive of supporting posts (height as required) weighted to balance as necessary, drawing ref FM 18.
0.007 Supply, transport, install and remove Site Specific Sign to a maximum size of 2.00m x 1.25m. Wording on sign as directed by Officer in Charge.
C
0.008
0.009
0.010
0.011
0.012
0.013
0.014
0.015
0.016
0.017
41
drawing ref FM 17.
2.00m x 1.25m "This is a Transport Malta Project" Sign, inclusive of supporting posts (height as required) weighted to balance as necessary, drawing ref FM
Traffic Safety & Control Equipment
Reflective Cone with base, minimum height 18".
Orange Safety Fence Barrier with posts, 1.20m high minimum.
Caution red and white tape (LDPE), 3" - 6" wide, fixed to posts as necessary.
Parade Barricade (plastic or metal).
D Cell Flasher with Battery (Amber).
Temporary metal hoarding fence (minimum height 2.10m). Including supporting posts.
Covering to hoarding with green netting. Rate is to include removal at completion and maintenance as necessary.
Red / White (alternate) Plastic barriers.
Delineator strips with reflectors.
Concrete Jersey Barriers.
Temporary Mobile Traffic Light Set (Red / Amber / Green) in working order including electrical supply / power source and mounting arrangement.
Page 2 of 11
Print date :
2/4/2015
Traffic Management +
Site Safety
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
52
D
56
Note :
0.019
0.020
0.021
57
0.022
58
0.023
0.024
0.025
53
54
55
59
60
61
E
Horizontal Signage
Measure, temporarily mark, set out, supply and lay retroreflective road markings for temporary purpose.
100mm wide white / yellow line marking temporary road tape.
100mm wide double yellow line marking.
100mm wide yellow / white line marking.
Apply roadmarkings for temporary Pedestrian Crossing to the UK Zebra, Pelican and Puffin Pedestrian Crossings Regulations and General Directions (inc.
Amendments) and Transport Malta specification Series 1200 to the typical layout as shown in the UK TSM 5 - Figure 15-1.
Diag. 1002.1 (Stop line), 400 mm wide.
"STOP", 1600mm as per UK TSRGD, Schedule 13.VI.
Diag. 1022, "SLOW", 1600mm as per UK TSRGD, Schedule 13.VI.
Miscellenous
Temporary pedestrian bridge with railing, at least 1.0m wide.
Temporary metal plate to take traffic loading, maximum dimension 2.0m x 2.0m.
Light Scarify over existing surface to remove horizontal signage
Paint in black over existing surface
Supply and apply hazard marker paint (yellow / black) on structures (tunnel portals, columns, arches) TSRGD Diagram 530.2 in yellow (retroreflective >
65
0.026
0.027
0.028
0.029
66
0.030 100mcd) and black bands to the dimensions indicated. Rate to include for the surface preparation, minor edge repairs (infilling with proprietary high
67
0.031
69
i
ii.
0.032
0.033
0.034
62
63
64
70
77
78
78
strength concrete repair mortar) priming of surface and lifting / hoisting / working platform.
Portable LED VMS Sign Outdoor Usage inclusive of Electrical Supply / Power Source in either character / line and or full matrix (pictorial message) at one
time to EN 12966 as below, including mounting arrangements :
Single colour line or character matrix
Fixed LED pictogram and text
FLOOD LIGHTS including necessary hauling and lifting equipment.
Cross over existing sign with red adhesive tape and remove as necessary.
Safety Cover existing sign with leather bag (any size) and remove as necessary.
SUB - TOTAL 0 (CARRIED TO SUMMARY SHEET)
0
Page 3 of 11
0.00
0
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
QTY
UNIT
Max. Amount
1.000 General Site Clearance & Demolition Works
1.002
a.
b.
1.007
a.
b.
1.008
1.009
1.010
Take up existing street furniture including road signs and dispose of as
directed :
< 2.00m height.
3.00
> 2.00m height.
1.00
Uproot plants / shrubs / trees and store aside to be replanted as
indicated on site. Replanting to be mesured separately.
plants up to 1m height.
2.00
shrubs / trees exceeding 1m but not exceeding 5 m height.
2.00
Cut down shrubs/trees; Maximum tree height 5.00m.
2.00
Excavate any material from landscaped areas including breaking of any
1048.00
existing small structures/features.
Excavate agricultural soil and cart away from site to store as directed.
560.00
no.
no.
20.00
250.00
60.00
250.00
no.
no.
no.
20.00
50.00
20.00
40.00
100.00
40.00
cu m
18.00
18864.00
cu m
7.50
4200.00
m run
20.00
200.00
m run
4.01
4411.00
m run
2.75
275.00
1472.00
sq m
4.79
7050.88
100.00
cu m
9.53
953.00
2.00
cu m
19.06
38.12
1.20
cu m
57.37
68.84
Euro
36550.84
cu m
24.50
2450.00
cu m
20.66
67332.59
cu m
18.74
2248.80
cu m
15.80
1896.00
sq m
1.50
15.00
no.
65.00
325.00
Euro
74267.39
33.50
19895.65
Excavate in any type of ground to uncover existing service
1.012 pipes/ducts/cables diameter not exceeding 500mm, take up same and
10.00
dispose of as directed.
Breaking up of existing concrete kerbs including concrete footing and
1.013
1100.00
backing.
Break up existing masonry kerb including concrete footing and backing.
1.014
100.00
1.015
Breaking up of existing concrete paving / blocks / slabs in footways.
1.017 Demolition and/or Removal softstone/hollow concrete blockwalls.
Demolish existing masonry / concrete block wall, including removal /
1.019
cutting of reinforcement as necessary.
Demolish reinforced concrete suspended slab; attached and/or isolated
1.021 reinforced concrete beams, including all necessary temporary propping
/shuttering.
Total Bill 1.000 to Summary Sheet :
2.000 Earthworks & Road Formation
Excavation Works
Oversite excavation in any type of ground using planar equipment to
2.001
100.00
reduce levels .
Oversite excavation in any type of ground using mechanical equipment to
2.002
3259.08
reduce levels.
B
Filling Works
Type 1 Sub-base material as per series 800, cl. 803; Nominal grain size
A
2.003
37.5mm, hardstone (>50KN on 10% fines value in wet condition), in filling
to make up levels, leveling and compacting in layers (max. thickness
120.00
300mm) as required. Material is to be compacted at omc.
Type 1D Fill Material as per series 600, cl. 601(i) Table 6/1, Table 6/2
Class 1D; Nominal grain size 37.5mm; in filling to make up levels, leveling
2.004
120.00
and compacting in layers (max. thickness 300mm) as required. Material
is to be compacted at omc.
Level and compact existing material to achieve an EV2 value of > 120 / >
2.007
10.00
100 as required.
Modifying &/or Raising/Lowering the level of Gratings and Manhole
2.010
5.00
Covers and the respective frames.
Total Bill 2.000 to Summary Sheet :
3.000 Trench Excavation & Backfilling Works
Trench Excavation Works
Excavate trench in any type of material; width exceeding 300mm, depth
3.001 not exceeding 2500mm, including working around existing buried 593.90
infastructure.
A
Page 4 of 11
cu m
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
3.005
3.006
B
3.006
a
3.008
QTY
UNIT
Excavate pit in any type of material; depth not exceeding 2500mm,
0.90
including working around existing buried infrastructure.
Excavate by hand tools or compressor in any type of material, to any
80.00
depth, including working around existing buried infastructure.
Trench Backfilling Works
Backfill trenches/pits with Type 1A / Type 1D material up to the required
1.50
level, including leveling and compacting in layers.
C 7.5
0.60
Backfill trenches/pits with Lean Mix High-Flow Trench Backfill to TM
Series 2600, clause 2607 Type E (Excavatable) Mix, 1.5 N/mm2; up to the
624.70
required levels, including leveling, compacting and finishing off.
Max. Amount
cu m
35.00
31.50
cu m
68.85
5508.00
cu m
16.84
25.26
cu m
45.00
27.00
cu m
32.50
20302.75
Euro
45790.16
m run
2.89
1040.40
m run
1.24
12.40
m run
3.52
1654.40
m run
1.37
630.20
no.
32.98
65.96
m run
22.54
56.35
Euro
3459.71
Total Bill 3.000 to Summary Sheet :
4.000 Installation of Buried Infrastructure (Electrical)
A
Cable Network
CABLES TO BE PROVIDED BY OTHERS.
Lay Only and position properly, cable less than or equal to 35mm in
diameter in trenches, including the provision and laying of two layers of
4.001 80mm thick fine hard crushed stone (sand) with particle size not 360.00
exceeding 5mm as surround to cable. Rate is also applicable for cable
uplifting works.
Lay Only, position and tie cable equal to or less than 35mm in diameter
4.002 properly on cable supports above a height of 1.5 metres from existing 10.00
ground level.
Lay Only and position properly, cable greater than 35mm in diameter but
less than or equal to 80mm in diameter in trenches, including the
4.004 provision and laying of two layers of 80mm thick fine hard crushed stone 470.00
(sand) with particle size not exceeding 5mm as surround to cable. Rate is
also applicable for cable uplifting works.
B
Warning Slabs
Concrete or franka cable warning slabs laid in trench. The rate is per
4.014
460.00
linear metre of each row of slabs laid.
E
Miscellenous
4.019 Boring of holes for stay rods 1.2m x 5cms including grouting.
2.00
Boring of earth holes for earth rods exceeding 50m deep, including
4.022
2.50
grouting; earth rod to be supplied and installed by others.
Total Bill 4.000 to Summary Sheet :
Installation of Buried Infrastructure (Potable Water /
5.000
Waste Water)
A
Potable Water Mains Network
CEMENT LINED PIPES AND FITTINGS PROVIDED BY OTHERS.
Lay Only and connect in trenches, ductile iron cement lined pipes as
5.001 instructed by the Engineer-in-Charge, including collecting from store,
load, transport to site and unload; of the following diameters:
b. 80mm diameter
c. 100 mm diameter
f. 300 mm diameter
Lay Only and connect ductile iron fittings (sluice valves, butterfly valves,
air valves, fire hydrants, control valves, flanged pipes, bends and meters
5.002 etc) in trenches as instructed by the Engineer-in-Charge, including
collecting from store, load, transport to site and unload; Fittings of the
following diameter:
b. 80mm diameter
c. 100 mm diameter
19.00
170.00
67.00
m run
m run
m run
4.08
4.26
9.18
77.52
724.20
615.06
5.00
40.00
no.
no.
9.93
11.19
49.65
447.60
Page 5 of 11
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
UNIT
15.00
no.
28.21
423.15
8.00
no.
27.05
216.40
2.00
no.
2.50
5.00
24.00
m run
26.19
628.56
8.00
3.00
2.00
no.
no.
no.
30.86
68.75
97.50
246.88
206.25
195.00
16.00
m run
4.15
66.40
10.00
no.
7.89
78.90
1.00
no.
43.55
43.55
1.00
no.
43.55
43.55
5.00
no.
19.25
96.25
0.00
m run
6.56
0.00
4.00
no.
188.71
754.84
20.00
m run
7.28
145.60
5.016 including all necessary fittings, accessories, pipes and supply and laying of
2.00
no.
364.71
729.42
concrete surround and backfilling.
5.017 Saddles to connections including all necessary fittings.
5.018 Y-branches to connections including all necessary fittings.
2.00
2.00
no.
no.
37.46
51.75
74.92
103.50
f. 300 mm diameter
B
Potable Water House Services
POLYETHYLENE PIPES AND FITTINGS PROVIDED BY OTHERS.
Excavation around pipe perpendicular to the trench for installation of
tapping. Installation of tapping to be carried out by others.
5.004 Installation of tapping ferrule on water mains.
Excavate trench by pneumatic hammer for house service between water
5.003
main and house frontage. If applicable works are also to include for the
cutting of bituminous road surface to its full depth, (on both sides of
trench) with straight edges parallel to line of trench and for edge sealants
for any extra length of cut. Collect pipes, fittings and stop cock covers
5.005
from store, load, transport to site and unload and lay PE (polyethylene)
pipes for house service inclusive of fittings. Rate also includes for the
construction of stopcock chamber complere including the fixing of cover
and frame. Chase in wall along consumer's premises and plaster after
installation of service pipe. Supply, ram and compact lean concrete (as
per Series 2600, Clause 2603) around water main up to support pipe and
to road formation level over trench/pits for house service.
5.006 Shift Only water meters, excluding pipework.
b. 100mm
e. 300mm
Extra Over the installation of house services to allow for additional work
5.008
C
invloved in pipe sleeving of house services, inclusive of ducting sleeve.
Temporary Potable Water Supply
POLYETHYLENE PIPES AND FITTINGS PROVIDED BY OTHERS.
5.009
5.010
5.011
5.012
D
5.013
5.014
5.015
E
Lay Only and connect temporary PE pipes and fittings above ground to
existing water main, including collecting from stores, load, transport to
site and unload; disconnect and remove temporary supply on
completion.
Excavate for connection or disconnection of existing network connection
of temporary water main, backfill and reinstate in temporary
reinstatement.
Excavate pit, blank off existing tapping etc….
Sluice Valve chamber, complete including 5" diameter uPVC pipe over
sluice valve, concrete surround and cover, all as directed by engineer.
(Cast iron covers to be supplied by others and collected from stores by
contractor).
Waste Water Network
Lay Only and connect 200mm diameter pipes in trenches as directed,
including collecting from store, load, transport to site and unload, align,
level and join.
Connection to existing sewer manhole including all works as necessary,
including rendering/sealing of connection.
Provision of a CCTV report and video evidence of the newly constructed
main sewers complete with photographs of each manhole constructed.
These are to be presented to the Engineer.
Repair/connect to newly laid main sewer, broken household connections,
Waste Water uPVC pipes and fittings
Page 6 of 11
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
QTY
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
UNIT
1122.00
10.00
10.00
m run
m run
m run
9.35
28.22
31.51
10490.70
282.20
315.10
2.00
no.
725.36
1450.72
2.00
no.
952.50
1905.00
2.00
no.
62.50
125.00
4.00
no.
100.00
400.00
8.00
no.
19.00
152.00
Euro
21092.92
m run
m run
6.00
5.80
18948.00
8688.40
m run
500.00
2500.00
no.
140.00
21280.00
no.
60.00
120.00
uPVC pipes and fittings to BS EN 140-1:1998 Type UNI 303/2 and with
5.019 Class Rigidity SN4 SDR 51, in trenches, laid to the proper gradient and
alignment with suitable approved joints;
b. 150mm diameter
c. 200mm diameter
d. 250mm diameter
F
Waste Water Manholes & Covers
Manhole – Type I, complete all as per Drawing ; including but not limited
to excavation in any type of ground, support, backfilling, reinforced
concrete base, walls and cover slab inlcuding formwork and
5.020 reinforcement, concrete benching to main and branch pipe; step iron.
Internal walls finished smooth. Rate includes for any internal
constructions and/or provision and fixing of fittings to adapt as a drop
manhole. Cast iron cover and frame measured separately.
Manhole – Type II, complete all as per Drawing ; including but not
limited to excavation in any type of ground, support, backfilling,
reinforced concrete base, walls and cover slab inlcuding formwork and
5.021 reinforcement, concrete benching to main and branch pipe; step iron.
Internal walls finished smooth. Rate includes for any internal
constructions and/or provision and fixing of fittings to adapt as a drop
manhole. Cast iron cover and frame measured separately.
Install Only cast iron manhole cover and frame, including collecting from
5.024
store, load, transport to site and unload, leveling and finishing off;
a. size not exceeding 600mm x 600mm, rectangular / circular.
Modify existing house intercepting trap chamber by lowering or raising
the Reinforced concrete slab to the required site levels, including all
5.025 necessary works and the provision of new precast reinforced concrete
cover slabs size approximate 300mm x 600mm x 75mm thick when
required.
Precast reinforced concrete cover slabs, complete including
5.026 reinforcement, size approximate 300mm x 600mm x 75mm thick,
including the taking up of existing broken slabs where applicable.
Total Bill 5.000 to Summary Sheet :
6.000 Service Utilities
A
Ducts and Culverts
6.010 1 x 50mm diameter HDPE flexible pipe cast in footpaths.
6.012 1 x 110mm diameter upvc light gauge cast in footpaths.
3158.00
1498.00
Precast reinforced concrete 'U' units walk through service culvert as per
5.00
drawing RCD 500/61, complete.
B
Drawpits & Covers
Steel B125 junction boxes including cover and frame, size 400mm x
400mm and not exceeding 750mm deep cast in footways, including all
6.016
152.00
necessary excavtion in any type of ground, 150mm thick C20 concrete
surround, formwork and backfilling.
B125 cover and frame size not exceeding 400mm x 400mm to existing
6.017 junction boxes, including the taking up and cart away of existing dmaged
2.00
cover and making good as necessary.
6.013
Page 7 of 11
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
QTY
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
UNIT
5.00
no.
500.00
2500.00
30.00
no.
570.00
17100.00
23.00
2.00
15.00
no.
no.
no.
206.50
530.00
1000.00
4749.50
1060.00
15000.00
1.00
no.
250.00
250.00
10.00
no.
75.00
750.00
Euro
92945.90
Draw pit, complete all as per details on drawings FM - 01 & 02, including
but not limited to excavation in any type of ground, support, backfilling
6.018 and step iron. Internal walls finished smooth. Rate includes for any
internal constructions and/or provision and fixing of fittings to adapt as a
c.
d.
6.019
b.
c.
d.
drop pit. Cast iron cover and frame measured separately.
size 900mm x 900mm and not exceeding 1500mm deep internally. Ref.
Drwg. FM - 01 + 02.
size 1500mm x 750mm and not exceeding 1500mm deep internally. Ref.
Drwg. FM - 01 + 02.
Cast Iron manhole cover and frame to draw pits, D400;
size 600mm x 600mm
size 900mm x 900mm
size 1500mm x 750mm
Manholes & Covers
Manholes complete as per drawings FM03 & FM04 including but not
limited to all necessary excavation in any type of ground, backfilling,
6.020
internally smooth; Cast iron manhole cover and frame measured
separately.
size 900mm x 600mm and not exceeding 1000mm deep, internally
C
a.
Cast iron locable cover and frame D400 for Festa poles, including all
necessary excavation in any type of ground, 200mm diameter upvc
6.021
sleeve x 400mm deep, C20 concrete surround and making good as
necessary disturbed area.
Total Bill 6.000 to Summary Sheet :
7.000 Storm Water Network
A
uPVC pipes and fittings
uPVC pipes and fittings to BS EN 140-1:1998 Type UNI 303/2 and with
7.001 Class Rigidity SN4 SDR 51 in trenches, laid to the proper gradient and
alignment with suitable approved joints; with the following diameters:
a. 110mm diameter
b. 125mm diameter
c. 150mm diameter
d. 200mm diameter
e. 250mm diameter
f. 315mm diameter
Gully, Manholes, Gutters, Gratings and Covers
Storm water Gully, complete all as per details on drawings FM - 03 & 04,
including but not limited to excavation in any type of ground, support,
7.003 backfilling and internal walls finished smooth, including pipe branch
connection to main pipe and finishing off. Gully grating and frame
measured seperately.
a. size 700mm x 900mm, depth not exceeding 1000mm to pipe crown.
5.00
5.00
10.00
5.00
2.00
44.00
m run
m run
m run
m run
m run
m run
6.50
7.73
9.35
28.22
31.51
32.63
32.50
38.65
93.50
141.10
63.02
1435.72
29.00
no.
280.00
8120.00
6.00
no.
650.00
3900.00
5.00
37.00
2.00
m run
no.
no.
280.00
171.79
144.30
1400.00
6356.23
288.60
B
b.
7.007
a.
b.
c.
size 1200mm x 1050mm, depth not exceeding 1500mm to pipe crown.
Ductile Iron Grating and frame (double triangular type) heavy duty D400
to EN 124 to be hinged, lockable, sealed, and certified non-rocking,
including the casting of the Logo.
size 600mm wide Grating and Frame
size 600mm x 600mm Grating and Frame
size 450mm x 450mm Grating and Frame
Page 8 of 11
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
QTY
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
Cast iron manhole cover and frame heavy duty D400 to EN 124 to be
hinged, lockable, sealed, and certified non-rocking.
c. size 600mm x 600mm
Soakaways
Graded filter material complying to series 500 table 5/5 - Type B; in pits.
Max. Amount
UNIT
2.00
no.
206.50
413.00
5.00
cu m
8.00
40.00
10.00
sq m
2.00
20.00
1.00
sum
300.00
300.00
0.50
sq m
83.33
41.67
2.00
no
300.00
600.00
Euro
23283.99
7.008
C
7.012
Geotextile material that allows water to flow through it, in either
7.013
direction. Geotextile should be wrapped and overlapped as directed.
D
Miscellenous Works
Carry out the necessary modifications to connect new storm water
7.015
system to existing culvert / ducting / reservoir.
Precast reinforced concrete C25 slabs size approximately not exceeding
0.2square meters x not exceeding 150mm thick, to take pedestrian
7.017
traffic, laid to levels over existing culvert, bedding and including the
taking up of existing broken slabs.
Precast reinforced concrete C25 manhole roofing slab size approximately
not exceeding 2.50square meters x not exceeding 300mm thick, with
7.018 opening (any size) to receive manhole cover, to take vehicular traffic
loading, laid to levels over existing manhole, bedding and including the
taking up of existing broken slabs.
Total Bill 7.000 to Summary Sheet :
8.000 Footpath Works
A
8.001
8.003
8.004
8.005
8.006
8.007
a.
b.
c.
Kerbs & Paving
Precast concrete kerb 255mm high x 1000mm long, laid straight or
curved on plan to a radius exceeding 12m, including all necessary saw
cutting and excavation or trenching as necessary in existing ground,
bedding and backing with insitu unreinforced concrete grade C15,
pointing of joints, complete all as per detail RCD 1100/1.
Cast in-situ C20 concrete in gutter 200mm wide x 150mm deep, straight
or curved to any radius including all necessary formwork and ancillary
works, finished smooth.
Additional width to gutter over 200mm wide.
Cast insitu C20 concrete in footpaths, 100mm thick; laid to levels, falls
and/or cross falls, including expansion joints at 5m centres brush surface
finish and including making up levels with infill material and compacted,
all as per RCD 1100/5.
Cast in situ "Pattern Imprinted Concrete" Grade C30, 150mm thick with
proprietary fibre reinforcement; levelling and compaction to refusal of
substrate to a regularity of +/- 12mm; Supply and placing of proprietary
separation membrane 1.2mm thick including vertical faces and upstands;
Colour dyes (as indicated by the officer in charge) with surface hardener
in 3 passes (up-down/side-side, diagonal at a min. rate of 1.5kg/m2);
Release agent and colour enhancer; modular imprint mats to the pattern
selected by the officer in charge; Wash-down jetting; Crack control sawcut 3mm x 45mm joints every 5.0m filled with polysulphide filler; Acrylic
sealant. Spill protective sheeting and cleaning.
Paving slabs, average thickness 50mm, to match existing and/or as
specified, laid to proper allignment and levels, falls and/or crossfalls,
bond as directed by officer in charge, including grouting, compaction,
cutting and forming borders around projections, covers and fixtures.
Bedding measured seperately.
concrete tiles (grey type)
concrete tiles (colour type red)
concrete blocks (grey type)
5.00
m run
17.05
85.25
5.00
m run
5.89
29.45
3.00
sq m
18.50
55.50
10.00
sq m
14.18
141.80
2.20
sq m
55.00
121.00
2.00
2.50
1.50
sq m
sq m
sq m
20.74
22.22
27.34
41.48
55.55
41.01
Page 9 of 11
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
QTY
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
d. concrete blocks (colour type red)
Tactile blister or corduroy paving buff, red or grey colours; laid to proper
allignment and levels, falls and/or crossfalls, bond as directed by officer in
charge, including grouting, compaction, cutting and working around
8.008
projections, covers and fixtures. All ramps formed in tactile surface are
to satisfy requirements set by KNPD. Ref drg RCD110 - 11 to 14. Bedding
measured seperately.
C
Miscellaneous Works
Galvanised steel grating class B125, 120mm wide in footpaths, including
8.020
pvc U-channel, cast in concrete and C20 concrete surround as necessary.
Stainless steel / aluminum recessed cover tray and frame to EN124,
8.021
600mm x 600mm laid in footpaths.
Max. Amount
UNIT
0.90
sq m
29.91
26.92
1.50
sq m
35.00
52.50
10.00
m run
35.00
350.00
2.00
no.
170.00
340.00
Euro
1340.46
Total Bill 8.000 to Summary Sheet :
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
QTY
9.000 Wall Construction Works
C
Standard Sized Block Walls
Softstone Walls
230mm thick softstone walls, quarry faced both sides, bedded and
9.008
jointed in 1:1:6 cement/sand/'xahx' mortar; below DPC.
Double wall comprising 2 skins x 230mm thick softstone, tied adequately
9.010 with chainblocks as per trade, fairfaced both sides, bedded, jointed and
2.50
sq m
17.30
43.25
136.80
sq m
32.00
4377.60
sq m
19.23
10768.80
sq m
8.50
42.50
sq m
8.75
8764.88
cu m
293.57
73.39
Euro
24070.42
pointed in 1:1:6 cement/sand/'xahx' mortar; above DPC.
230mm thick softstone walls fairfaced both sides, bedded, jointed and
560.00
pointed in cement:xahx mortar; above DPC.
Miscellaneous Works
C15 concrete infill to precast hollow concrete blockwalls, 230mm single
9.022
5.00
density. Measured per skin.
9.025 DPC membrane, horizontal and/or vertical to walls.
1001.70
D
Coping Works
Cast insitu reinforced C25 concrete coping, having throuting and drip
9.012
9.028 checks and smooth finish to all exposed surfaces; laid straight or curved
0.25
on plan, including all necessary formwork and reinforcement.
Total Bill 9.000 to Summary Sheet :
10.000 Asphalt Works
Note: All Road Pavement shall comply to series 700 and 900; in general, unless otherwise specified. Surface tolerances shall be according to table 7/1. Regularity and
maximum permitted number of tolerances are to be read with tables 7/3 and 7/4. Construction Class and Road Type are as indicated on Works Order.
Asphalt road paving works and trench reinstatement
Cut existing road surface using rotary saw, depth not exceeding 100mm.
10.001
m run
5.04
15.00
75.60
A
10.004 Working around projections.
Penetration grade bitumen as joint sealant to open joints as directed by
10.006
the engineer or other approved equivalent:
a. up to 25mm wide
2.00
no.
15.00
m run
Total Bill 10.000 to Summary Sheet :
43.23
86.46
2.99
44.85
Euro
206.91
61.08
83.68
104.09
134.72
26.88
2602.39
111632.24
31807.39
12.000 Structural Concrete Works
A
12.001
a.
b.
c.
e.
Cast insitu concrete
Cast insitu concrete, generally, including laying, compacting and finishing
off for the following grades:
C 10
0.44
C 15
31.10
C 20
1072.50
C 30
236.10
cu.m
cu.m
cu.m
cu.m
Page 10 of 11
Print date :
2/4/2015
Framework Agreement
CT 2003 / 2013
Project : Civil works at Castille Square, Valletta
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
UNIT
12.002 waterproofing additive, product is to be used as per manufacturer's
2.50
cu m
6.00
15.00
instructions. Quantity measured per cu m of concrete.
Precast concrete
d. span not exceeding 6.50m with a minumum safe load of 4,500 kg / m2
1.50
sq m
75.00
112.50
69.00
sq m
18.71
1290.99
282.50
99.00
66.00
25.00
kg
kg
kg
kg
1.40
1.40
1.40
1.40
395.50
138.60
92.40
35.00
906.30
7005.00
797.30
sq m
sq m
sq m
10.26
5.20
6.58
9298.64
36426.00
5246.23
1132.08
m run
11.00
12452.83
Euro
211572.58
7.50
2220.00
Euro
2220.00
Extra over cast insitu concrete of any grade for integrateded
B
Formwork
12.005 Formwork, generally.
D
Reinforement
Bar reinforcement, including, cutting, bending, and fixing and all ancillary
12.006 works and materials, like tying wire and spacers; all as detailed as per
specifications:
b. T25
d. T16
e. T12
f. T10
BRC Fabric Reinforcement including cuting, bending, and fixing and all
12.007 ancillary works and materials, like tying wire and spacers and all
necessary lapings.
a. A 503
b. A 252
e. C 503
C
E
Worked Finishes and Miscellanous Works
12.010 Chase expansion joint in concrete and infill with proprietary filler.
Total Bill 12.000 to Summary Sheet :
13.000 Miscellenous Works
13.004
Lay Only Agricultural Soil including collecting from store, load, transport
296.00
to site and unload, spreading and level as required .
cu m
Total Bill 13.000 to Summary Sheet :
15.000 Structural Repair Works
Pipework
E
uPVC pipes and fittings with suitable approved joints,
manufactured to BS EN 140-1:1998 Type UNI 303/2 and with Class
Rigidity SN4 SDR 51 with the following dimensions.
a. 80mm diameter
2843.00
Total Bill 15.000 to Summary Sheet :
15.010
Page 11 of 11
l.m.
Bid. RATE
Bid . Amount
(inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, Eco- (inclusive of VAT, EcoContribution and all Contribution and all Contribution and all Contribution and all
other/taxes as may be other/taxes as may be other/taxes as may be other/taxes as may be
acceptible)
acceptible)
acceptible)
acceptible)
QTY
5.50
15636.50
Euro
15636.50