CONTRACT ALLOCATION NO.

Transcription

"Contract Allocation" CALL
CT 2003 / 2013
CONTRACT ALLOCATION NO. :
CT 2003/2013/5014
RD480/13
RD File No. :
TM File No. :
Other related files :
Rev 1
CLASSIFICATION OF WORK
ASSIGNMENT:
RWP Ref :
CA Issue Date :
Level 1
CLOSING DATE :
X
RWP1-1012/14
Level 2
Level 3
CLOSING TIME :
LOCATION FOR SUBMISSION:
1.
2.
Locality and Location of Works :
Construction of P/O Triq Ninu Cremona u TGF Triq Ninu Cremona, Paola (A3 Towers)
Entity Requiring work :
X Transport Malta
Other :
3.
Description of works required :
Road construction
4.
Delivery Period of Works : 35 calendar days (ref to cl. 1.1.11 as necessary).
5.
Works Order Ref. :
6.
Start Date :
7.
Total "Contract Allocation" Value : € 127,602.81
8.
Enclosed Documents forming part of this Works Order Contract :
Site Plan:
X
1 (if applicable).
____/_____/_____
End Date : ____/_____/_____
attached
Construction detail(s):
X
Copy of works' permit and conditions:
X
Programme of works:
X
attached
Traffic management plan:
X
attached
Quality assurance programme:
attached
RWP1-1012/14
N/A
Comments :
Page 1 of 2
CT 2003 / 2013
"Contract Allocation" CALL
9.
General :
i.
The Contract and the Works emanating from the award of this "Call-Off" shall be regulated by all
the applicable Contract Conditions and Specifications defined under the Framework Agreement
for the construction and maintenance of roads and for trenching and plant laying works for the
extension and renewal of electricity cable, potable water and waste water pipe networks in
different localities in Malta and Gozo on behalf of the Authority for Transport in Malta.
ii.
The appointed contractor shall enter into a Contract of Works in respect of this assignment in
accordance with Appendix I of Volume 1 of the Invitation for participation in the Framework
Agreement.
10.
Product & Performance Guarantee :
€ _________________
To be submitted as per cl. 1.1.14 and Volume 2, Section 4; 10% of this Contract Allocation Value.
Submission within 10 days from Notification of Award.
11.
Declaration :
In response to your invitation to tender for the above contract, I / we, the undersigned, hereby
i.
declare that:
I / We have examined and accept in full the content of this “Contract Allocation" No. […….......]. I
/ We have inspected and familiarised myself / ourselves with the location of the Works and the
corresponding site conditions. I / We hereby accept the provisions of this dossier in their
ii.
entirety, without reservation or restriction;
I / We offer to execute and complete, in accordance with the terms of the "Contract Allocation"
dossier and the conditions and time limits laid down, without reserve and restriction, the
iii.
required works;
The price of my / our tender is to be decided in accordance with the rates tendered in the
attached Schedule of Rates. It is also declared that if no other rates are indicated in this
iv.
Schedule of Rates our tender shall be as per maximum rate.
This tender is for a period of 150 days from the final date of submission of tender.
v.
If my / our tender is accepted, I / we undertake to abide by all applicable contract conditions
and specifications defined under this Framework Agreement that I / we have entered into with
the Authority for Transport in Malta.
Name & Surname : _________________________ authorised to sign obo : __________________
Signature :
Date :
Stamp of the company :
Page 2 of 2
Rev 1
CT 2003 / 2013
Rev 1
Work Order
WORK ORDER : UNDER CONTRACT ALLOCATION NO. :
CT2003/2013/5014
RD File No. :
Works Order No. :
RD480/13
TM File No. :
Other related files :
Type of Works Intervention :
1.
1
Road Works Permit No. :
X
Level 1
RWP1-1012/14
Level 2
Level 3
Locality and Location of Works :
P/O Triq Ninu Cremona u TGF Triq Ninu Cremona , Paola (A3 towers)
2.
Entity Requiring work :
X
3.
Transport Malta
Other
Description of works required :
Road Construction
4.
Delivery Period of Works :
5.
Works Required :
X
6.
35 calendar days. Start Date __________ / End Date _________.
between
6:00am & 8:00pm
between
8:00pm & 6:00am
on 24 / 7 basis
Emergency
"Call-Out" Roster
20% Surcharge applicable :
works outside standard normal
working time
Emergency
"Call-Out" Roster
7.
Total "Contract Allocation" Value : € 127,602.81 Total "Work Order" Value : € _________________
8.
ROAD TYPE : B (series 700, table 7/3), CONSTRUCTION CLASS : VI (5) (Charts, Vol. 7)
9.
Compaction Level as per sub cl. 901.18 and 927.1
10.
X
Enclosed Documents forming part of this Works Order Contract:
X
X
Site Plan:
Construction detail(s):
Copy of works' permit and conditions:
attached
attached
attached refer to RWP1-1012/14
X
X
Programme of works:
Traffic management plan:
Quality assurance programme:
attached
attached
attached
X
Estimated Max Works Order Schedule of rates :
11.
Applicable
attached
Traffic Management Payable as follows :
STMP 01 -019
TM & Site Safety
table cl 4.2.1
X
Extraordinary
Work Value < €500
TM & Site Safety
table cl 4.2.1
TM & Site Safety
Contracting Authority:
Signed by :
In the capacity of:
Being fully authorized by and acting on behalf of:
Date:
2000
1250
tm
Transport Malta
2000
tm
Transport Malta
1250
APPROVED
PROJECT :
ARCHITECT
DRAWING TITLE :
DESIGN MANAGER
DRAWING No. :
Framework Drawings
FM-18
SCALE :
DRAWN BY
1 : 20
File Path :
p:\design\common area\public transport reform\framework.dwg
tm
Residential Roads
TM Works Signs
DATE:
File No. :
1-12-2014
Revision :
*
Transport
Malta
Roads & Infrastructure Directorate
SHEET SIZE :
A4
*
Revision
Alterations
Date
900
900
Warning
600
600
Keep out
Construction Area
Authorized Personnel only
Sign
900
900
600
600
ROAD
CLOSED
tm
Transport
Malta
MUST BE WORN
AT ALL TIMES
Construction Area
Safety Wear
Sign
APPROVED
PROJECT :
Framework Drawings
ARCHITECT
DRAWING TITLE :
Construction Area
Works Signs
DESIGN MANAGER
DRAWING No. :
FM-19
SCALE :
DRAWN BY
p:\design\common area\public transport reform\framework.dwg
File No. :
16-1-2013
Revision :
n.t.s.
File Path :
DATE:
*
SHEET SIZE :
A3
*
Revision
Alterations
Date
FOOTPATH
LEVEL
150
C20 100MM THICK IN-SITU
CONCRETE MIX
500
PRECAST KERB 255 x 125
TO B.S. 7263 : PART1
C20 CONCRETE GUTTER
200MM WIDE X 150MM DEEP
JOINT SEALANT
-
Rev :
Issued drawing.
Remarks :
TYPE 3
Footways and Paved Areas - Type 3
ROAD CONSTRUCTION DETAILS
150
120MM TYPE 1
MATERIAL
C15 IN-SITU
CONCRETE MIX
Transport
Malta
tm
C15 IN-SITU
CONCRETE
MIX
ACCEPTABLE
MATERIAL
225
Drawn :
Date :
Title :
PROPOSED CARRIAGEWAY
LEVEL
TACK COAT
40MM WEARING COURSE (PSV ≥ 53)
60MM BINDER COURSE
150MM TYPE 1
SUB-BASE MATERIAL
150MM CEMENT BOUND
MATERIAL SUB-BASE
NOTES:
RD 263/14/RS
Drawing No. :
1. ALL DIMENSIONS ARE IN
MILLIMETRES.
RESIDENTIAL ROAD - TYPE 3
PROJECT
Triq Ninu Cremona u TGF Triq Ninu Cremona,
LOCALITY
Paola
Item
1
2
3
Week 1
4
5
6
7
27
28
Week 5
29 30 31
32
33
WSC works
Excavation works
Construction of pavements and gutters
Road formation works
Asphalt works
Item
WSC works
Excavation works
Construction of pavements and gutters
Road formation works
Asphalt works
8
9
Week 2
10 11 12
13
14
15
16
Week 3
17 18 19
18
19
20
21
Week 4
22 23 24
25
26
11/13/2014
Summary
FRAMEWORK AGREEMENT: SCHEDULE OF RATES
1
1
1
1
1
1
Project : Construction of P/O Triq Ninu Cremona, TGF Triq Ninu Cremona, (A3
towers roads) Paola
Contract No: CT 2003 / 2013 / 5014
1
1
1
Contract Summary Sheet
Item
1
0
1
1
1
0
1
1
1
1
1
1
0
1
0
0
0
0
1
0.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000
10.000
11.000
12.000
13.000
14.000
15.000
16.000
Amount (€)
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
€ 0.00
€ 986.40
€ 19,419.30
€ 1,403.29
€ 0.00
€ 3,972.58
€ 863.00
€ 4,110.73
€ 14,941.80
€ 1,561.65
€ 68,773.20
€ 0.00
€ 1,301.86
€ 0.00
€ 0.00
€ 0.00
€ 0.00
€ 117,333.81
Traffic Management & Site Safety
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
Traffic Lights / Pelican Crossings & Belisha Poles
Structural Concrete Works
Miscellenous Works
Day Works
Structural Repair Works
Emergency Works
TOTAL :
0
1
1
Traffic Management & Site Safety :
%
1
As per drawings attached with this "Contract Allocation".
6
%
€ 7,040.03
1
1
GRAND TOTAL :
Page 1 of 25
€ 124,373.84
6
Print date :
11/13/2014
Traffic Management +
Site Safety
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 with
Note :
the equivalent diagram number of the UK TSRGD / TSM (or to an equivalent reputable national traffic sign regulation of an EU member state. This equivalent
2
0.001
3
16
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.
17
0.002
18
0.002 a.
0.002 b.
0.002 c.
0.002 d.
0.002 m.
0.002 n.
0.002 o.
0.002 p.
4
5
6
7
8
9
10
11
12
13
14
15
19
20
21
30
31
32
33
34
B
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)
"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,
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
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
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
50
0.008
0.009
0.010
0.011
0.012
0.013
0.014
0.015
0.016
0.017
51
0.018
41
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.
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 25
Print date :
11/13/2014
Traffic Management +
Site Safety
52
D
56
ITEM:
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
DESCRIPTION
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 strength
67
0.031
69
i
ii.
0.032
0.033
0.034
62
63
64
70
77
78
78
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 25
0.00
0
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
Project : Construction of P/O Triq Ninu Cremona, TGF Triq Ninu Cremona, (A3 towers roads) Paola
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
QTY
UNIT
0.00
no.
40.00
0.00
0.00
0.00
0.00
0.00
no.
no.
m run
m run
20.00
250.00
20.00
25.00
0.00
0.00
0.00
0.00
0.00
sq m
7.00
0.00
0.00
sq m
6.00
0.00
0.00
0.00
0.00
0.00
no.
no.
no.
no.
20.00
50.00
350.00
20.00
0.00
0.00
0.00
0.00
0.00
cu m
18.00
0.00
0.00
cu m
7.50
0.00
cu m
4.90
0.00
m run
20.00
0.00
m run
4.01
501.25
m run
2.75
412.50
0.00
sq m
4.79
0.00
0.00
cu m
6.00
0.00
5.00
cu m
9.53
47.65
sq m
5.00
25.00
cu m
19.06
0.00
cu m
24.50
11882.50
cu m
20.66
2375.90
240.00
cu m
18.74
4497.60
5.00
cu m
15.80
79.00
1.000 General Site Clearance & Demolition Works
1.001
1.002
a.
b.
1.003
1.004
1.005
1.006
1.007
a.
b.
c.
1.008
1.009
1.010
Disconnect/dismantle, take up and transport to store street lighting
columns up to 12m in height.
Take up existing street furniture including road signs and dispose of as
directed :
< 2.00m height.
> 2.00m height.
Remove existing railing and deliver to store as directed.
Remove existing railing (any type) and dispose of as directed.
Dismantle and remove existing fence, any material and dispose of as
directed.
Dismantle and remove existing fence, any material and deliver to store as
directed.
Uproot plants / shrubs / trees and store aside to be replanted as
indicated on site. Replanting to be mesured separately.
plants up to 1m height.
shrubs / trees exceeding 1m but not exceeding 5 m height.
trees exceeding 5m height.
Cut down shrubs/trees; Maximum tree height 5.00m.
Excavate any material from landscaped areas including breaking of any
existing small structures/features.
Excavate agricultural soil and cart away from site to store as directed.
0.00
Excavate in any type of ground to uncover existing service
1.012 pipes/ducts/cables diameter not exceeding 500mm, take up same and
0.00
dispose of as directed.
Breaking up of existing concrete kerbs including concrete footing and
1.013
125.00
backing.
Break up existing masonry kerb including concrete footing and backing.
1.014
150.00
1.011 Excavate agricultural soil and store on site for re-use.
1.015
1.016
1.017
Breaking up of existing concrete paving / blocks / slabs in footways.
Carefully demolish dry masonry rubble wall, any thickness, and set aside
for reuse.
Demolition and/or Removal softstone/hollow concrete blockwalls.
Dismantle existing 150mm - 230mm thick softstone/hollow concrete
5.00
blockwalls and set aside for re-use.
Demolish existing masonry / concrete block wall, including removal /
1.019
0.00
cutting of reinforcement as necessary.
Oversite excavation in any type of ground using planar equipment to
2.001
485.00
reduce levels .
Oversite excavation in any type of ground using mechanical equipment
2.002
115.00
to reduce levels.
B
Filling Works
Type 1 Sub-base material as per series 800, cl. 803; Nominal grain size
1.018
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
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 and
2.004
compacting in layers (max. thickness 300mm) as required. Material is to
be compacted at omc.
Page 4 of 25
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 :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
2.005
2.006
2.007
2.008
2.009
C
2.010
Type 1A Fill Material as per series 600, cl. 601(i) Table 6/1, Table 6/2 Class
1A; Nominal grain size 125mm; in filling to make up levels, leveling 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 > 150 / >
180 as required.
Level and compact existing material to achieve an EV2 value of > 120 / >
100 as required.
Cement Bound Material, CBM 2 as per series 1000, cl 1037 (28 day
compressive strength between 7 - 12 Mpa); in filling to make up levels,
leveling and compacting as required.
Cement Bound Material, CBM 4 as per series 1000, cl 1037 (28 day
compressive strength > 15 Mpa); in filling to make up levels, leveling and
compacting as required.
Miscellaneous Works
Modifying &/or Raising/Lowering the level of Gratings and Manhole
Covers and the respective frames.
Max. Amount
QTY
UNIT
5.00
cu m
12.86
64.30
0.00
sq m
1.85
0.00
0.00
sq m
1.50
0.00
0.00
cu m
45.00
0.00
0.00
cu m
55.00
0.00
8.00
no.
65.00
520.00
Euro
19419.30
Total Bill 2.000 to Summary Sheet :
3.000 Trench Excavation & Backfilling Works
A
3.001
3.002
3.003
3.004
3.005
3.006
B
3.006
3.007
a
b
c
3.008
Trench Excavation Works
Excavate trench in any type of material; width exceeding 300mm, depth
not exceeding 2500mm, including working around existing buried
infastructure.
Excavate trench in any type of material; width exceeding 300mm, depth
exceeding 2500mm, including working around existing buried
infastructure.
Excavate trench in any type of material; width not exceeding 300mm,
depth not exceeding 500mm, including working around existing buried
infastructure.
Excavate trench in any type of material; width not exceeding 300mm,
depth exceeding 500mm and not exceeding 1000mm, including working
around existing buried infastructure.
Excavate pit in any type of material; depth not exceeding 2500mm,
including working around existing buried infrastructure.
Excavate by hand tools or compressor in any type of material, to any
depth, including working around existing buried infastructure.
Trench Backfilling Works
Backfill trenches/pits with Type 1A / Type 1D material up to the required
level, including leveling and compacting in layers.
Backfill trenches/pits with concrete to the specified grade, up to the
required levels, including leveling, compacting and finishing off:
C 7.5
C 20
C 25
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
required levels, including leveling, compacting and finishing off.
Backfill trenches/pits with Lean Mix High-Flow Trench Backfill to TM
Series 2600, clause 2607 Type NE (Non-Excavatable) Mix, 5.0 N/mm2; up
3.009
to the required levels, including leveling, compacting and finishing off.
3.010
Dewater existing site / trench / excavation using any method deemed
ideal.
8.00
cu m
33.50
268.00
5.00
cu m
37.60
188.00
0.00
cu m
35.28
0.00
0.00
cu m
38.10
0.00
2.00
cu m
35.00
70.00
5.00
cu m
68.85
344.25
2.00
cu m
16.84
33.68
8.00
0.00
0.00
cu m
cu m
cu m
45.00
92.91
112.42
360.00
0.00
0.00
2.00
cu m
32.50
65.00
2.00
cu m
37.18
74.36
0.00
hr
45.00
0.00
Euro
1403.29
Page 5 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
QTY
UNIT
0.00
m run
2.89
0.00
0.00
m run
1.24
0.00
0.00
m run
1.24
0.00
0.00
m run
3.52
0.00
0.00
m run
3.35
0.00
0.00
m run
3.35
0.00
0.00
m run
4.12
0.00
0.00
m run
5.50
0.00
0.00
m run
2.61
0.00
0.00
m run
3.02
0.00
0.00
m run
3.02
0.00
0.00
no.
2.06
0.00
0.00
no.
6.87
0.00
0.00
m run
1.37
0.00
0.00
cu m
13.30
0.00
0.00
to
27.49
0.00
4.000 Installation of Buried Infrastructure (Electrical)
A
Cable Network
CABLES TO BE PROVIDED BY OTHERS.
4.001
4.002
4.003
4.004
4.005
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
80mm thick fine hard crushed stone (sand) with particle size not
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
properly on cable supports above a height of 1.5 metres from existing
ground level.
Lay Only and position properly, cable equal to or less than 35mm in
diameter on cable supports in culvert.
Lay Only and position properly, cable greater than 35mm in diameter but
less than or equal to 80mm in diameter in trenches, including the
provision and laying of two layers of 80mm thick fine hard crushed stone
(sand) with particle size not exceeding 5mm as surround to cable. Rate is
also applicable for cable uplifting works.
Lay Only, position and tie, cable greater than 35mm in diameter but less
than or equal to 80mm in diameter properly on cable supports above a
height of 1.5 metres from existing ground level.
Lay Only and position properly, cable greater than 35mm in diameter but
4.006
less than or equal to 80mm in diameter on cable supports in culvert.
Lay Only and position properly, cable greater than 80mm diameter in
4.007
trenches, including the provision and laying of two layers of 80mm thick
fine hard crushed stone (sand) with particle size not exceeding 5mm as
surround to cable. Rate is also applicable for cable uplifiting works.
Lay Only and position properly, cable greater than 80mm in diameter on
4.008
cable supports in culvert.
Lay Only earth mat, including the provision and covering with 250mm
thick layer of sieved soil and watering. The rate includes the cost for the
laying of earth mat both along the trench and down into the earth holes
as requested by the Engineer or his representative. The rate also includes
4.009
the cost for transport, mixing and pouring of low resistance earth
interface such as Bentonite when required by the Engineer or his
representative. The rate to lay the earth mat is per linear metre
irrespective of the number cores and the plane at which it is laid.
4.010 Cable laying, extending and bolting of earth conductor in culvert.
Drawing In Only cable equal to or less than 35mm diameter through
4.011
pipes.
Remove and re-lay of cover slabs weighing up to 50 kilograms on top of
4.012
4.013
B
4.014
4.015
C
4.016
culvert and reinstated as prior to works and in good condition.
Remove and re-lay of cover slabs weighing greater than 50 kilograms on
top of culvert and to leave it as it was found.
Warning Slabs
Concrete or franka cable warning slabs laid in trench. The rate is per
linear metre of each row of slabs laid.
Additional Sand in trenches and joint bays, over and above the 160mm
thickness (measured separetly with the item for the laying of cables)
where required but not exceeding 300mm thickness, laid and spread
evenly.
Transportation
Collect from store, load, transport to site and unload cables/s, not
exceeding 2(two) tonne in weight.
Page 6 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
DESCRIPTION
QTY
UNIT
Collect from store, load, transport to site and unload cables/s, exceeding
2(two) tonne in weight.
0.00
to
ITEM
4.017
D
4.018
4.019
E
4.018
4.019
4.020
4.021
4.022
4.023
4.024
A
27.49
0.00
Sub total (1) 4.000 c/f
0.00
Sub total (1) 4.000 b/f
0.00
Drawpits & Covers
Draw pit, complete all as per details on drawings QS/DEV/00106
including but not limited to excavation in any type of ground, support,
backfilling, reinforced concrete base including formwork and
reinforcement, hollow concrete blockwork chamber and precst concrete
cover slabs. Internal walls finished smooth.
Draw pit, complete all as per details on drawings QS/DEV/00206
backfilling, reinforced concrete base including formwork and
reinforcement, hollow concrete blockwork chamber and precst concrete
cover slabs. Internal walls finished smooth.
Miscellenous
Lay Only 50mm or 100mm or 150mm diameter UPVC pipes including
collecting from store, load, transport to site and unload, gluing, and the
supply and placing of draw wire when necessary.
Boring of holes for stay rods 1.2m x 5cms including grouting.
Boring of earth holes for earth rods not exceeding 6m deep including
grouting; earth rod to be supplied and installed by others.
Boring of earth holes for earth rods exceeding 6m but equal to or less
than 50m deep, including grouting; earth rod to be supplied and installed
by others.
Boring of earth holes for earth rods exceeding 50m deep, including
grouting; earth rod to be supplied and installed by others.
Install Only and level in position feeder pillar on concrete bedding /
footing, including collecting from store, loading, transport to site and
unloading and the construction of concrete bedding/footing as
necessary, complete.
Fix Only cable hangers up to 4(four) hole-fixing to vertical walls,
including collecting from store, loading, transport to site and unloading;
hangers to be fixed by proper approved fixtures to be supplied by
contractor.
0.00
no.
467.30
0.00
0.00
no.
467.30
0.00
0.00
m run
1.24
0.00
0.00
no.
32.98
0.00
0.00
no.
76.96
0.00
0.00
m run
18.14
0.00
0.00
m run
22.54
0.00
0.00
no.
123.69
0.00
0.00
no.
9.62
0.00
Euro
0.00
2.43
4.08
4.26
6.28
7.61
9.18
11.04
11.79
12.22
16.72
16.97
0.00
0.00
68.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.000
Max. Amount
Installation of Buried Infrastructure (Potable Water /
Waste Water)
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:
a. 63mm diameter
b. 80mm diameter
c. 100 mm diameter
d. 150 mm diameter
e. 250 mm diameter
f. 300 mm diameter
g. 350 mm diameter
h. 400 mm diameter
i. 450 mm diameter
j. 500 mm diameter
k. 600 mm diameter
0.00
0.00
16.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Page 7 of 25
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
5.002
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
B
DESCRIPTION
QTY
UNIT
Lay Only and connect ductile iron fittings (sluice valves, butterfly valves,
air valves, fire hydrants, control valves, flanged pipes, bends and meters
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:
63mm diameter
80mm diameter
100 mm diameter
150 mm diameter
250 mm diameter
300 mm diameter
350 mm diameter
400 mm diameter
450 mm diameter
500 mm diameter
600 mm diameter
0.00
0.00
5.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
no.
no.
no.
no.
no.
no.
no.
no.
no.
no.
no.
Max. Amount
0.00
0.00
55.95
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
124.11
124.11
4.12
9.93
11.19
13.49
27.95
28.21
29.21
46.59
46.59
46.94
47.44
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
15.00
no.
27.05
405.75
0.00
no.
2.50
0.00
98.00
m run
26.19
2566.62
15.00
no.
30.86
462.90
0.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
no.
no.
no.
no.
no.
no.
no.
no.
no.
no.
66.25
68.75
71.25
92.50
97.50
165.00
170.00
202.50
237.50
250.00
0.00
68.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
83.00
m run
4.15
344.45
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.
5.007
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
Connection to existing mains (Taghqieda). Rate covers work on pipe work
only and does not include for any excavation, backfilling and the
provision of fittings which shall be paid for separately under the
respective items.
80mm
100mm
150mm
250mm
300mm
350mm
400mm
450mm
500mm
600mm
Extra Over the installation of house services to allow for additional work
5.008
invloved in pipe sleeving of house services, inclusive of ducting sleeve.
Page 8 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
C
Max. Amount
QTY
UNIT
0.00
no.
7.89
0.00
0.00
no.
43.55
0.00
0.00
no.
43.55
0.00
0.00
no.
19.25
0.00
Temporary Potable Water Supply
POLYETHYLENE PIPES AND FITTINGS PROVIDED BY OTHERS.
5.009
5.010
5.011
5.012
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).
3972.58
3972.58
D
Waste Water Network
Lay Only and connect 200mm diameter pipes in trenches as directed,
5.013 including collecting from store, load, transport to site and unload, align,
level and join.
Connection to existing sewer manhole including all works as necessary,
5.014
including rendering/sealing of connection.
Provision of a CCTV report and video evidence of the newly constructed
5.015 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
0.00
m run
6.56
0.00
0.00
no.
188.71
0.00
0.00
m run
7.28
0.00
0.00
no.
364.71
0.00
0.00
0.00
no.
no.
37.46
51.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
7.73
9.35
28.22
31.51
32.63
61.66
72.64
112.00
160.00
205.00
252.50
300.34
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3972.58
3972.58
5.016 connections, including all necessary fittings, accessories, pipes and
5.017
5.018
E
5.019
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
F
supply and laying of concrete surround and backfilling.
Saddles to connections including all necessary fittings.
Y-branches to connections including all necessary fittings.
Waste Water uPVC pipes and fittings
uPVC pipes and fittings to BS EN 140-1:1998 Type UNI 303/2 and with
Class Rigidity SN4 SDR 51, in trenches, laid to the proper gradient and
alignment with suitable approved joints;
125mm diameter
150mm diameter
200mm diameter
250mm diameter
300mm diameter
400mm diameter
500mm diameter
600mm diameter
700mm diameter
800mm diameter
1000mm diameter
1200mm diameter
Waste Water Manholes & Covers
Page 9 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
QTY
UNIT
0.00
no.
725.36
0.00
0.00
no.
952.50
0.00
0.00
no.
1514.60
0.00
0.00
no.
2971.73
0.00
0.00
no.
62.50
0.00
0.00
no.
83.21
0.00
0.00
no.
100.00
0.00
0.00
no.
19.00
0.00
Euro
3972.58
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
Manhole – Type III, complete all as per Drawing; including but not
limited to excavation in any type of ground, support, backfilling, concrete
base, walls and cover slab inlcuding formwork and reinforcement,
5.022 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 IV, 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
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.
b.
size exceeding 600mm x 600mm but not exceeding 1200mm x 1200mm.
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.
6.000 Service Utilities
A
6.001
6.002
6.003
6.004
Ducts and Culverts
1 x 50mm diameter (3mm thick) galvanised tubular steel pipe in trench
including C20 concrete surround - for road crossings.
2 x 50mm diameter (3mm thick) galvanised tubular steel pipe in trench
including C20 concrete surround - for road crossings.
1 x 110mm upvc pipes light gauge, in trench including C15 concrete
surround. Ref drg FM - 01.
surround. Ref drg FM - 01.
0.00
m run
50.00
0.00
0.00
m run
75.00
0.00
0.00
m run
25.00
0.00
0.00
m run
28.07
0.00
Page 10 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
6.005
6.006
6.007
6.008
6.009
6.010
6.011
6.012
6.013
6.014
B
6.015
6.016
6.017
Max. Amount
DESCRIPTION
QTY
UNIT
surround and proprietary separators. Ref drg FM - 01.
surround and proprietary seperators. Ref drg FM - 01.
surround and proprietary separators. Ref drg FM - 02.
surround and proprietary seperators. Ref drg FM - 02.
3 x 250mm diameter uPVC pipes for crossings in trench including C20
concrete surround and proprietary separators.
1 x 50mm diameter HDPE flexible pipe cast in footpaths.
1 x 50mm diameter upvc pipe light gauge cast in footpaths.
1 x 110mm diameter upvc light gauge cast in footpaths.
Precast reinforced concrete 'U' units walk through service culvert as per
drawing RCD 500/61, complete.
Culvert for service ducts as per drawing QS/DIS/0211, complete.
Drawpits & Covers
Steel B125 junction boxes including cover and frame, size 300mm x
300mm and not exceeding 750mm deep cast in footways, including all
necessary excavtion in any type of ground, 150mm thick C20 concrete
surround, formwork and backfilling.
Steel B125 junction boxes including cover and frame, size 400mm x
400mm and not exceeding 750mm deep cast in footways, including all
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
junction boxes, including the taking up and cart away of existing dmaged
cover and making good as necessary.
Draw pit, complete all as per details on drawings FM - 01 & 02, including
0.00
m run
55.00
0.00
0.00
m run
65.00
0.00
0.00
m run
80.00
0.00
0.00
m run
95.00
0.00
0.00
m run
71.75
0.00
0.00
0.00
0.00
m run
m run
m run
6.00
4.70
5.80
0.00
0.00
0.00
0.00
m run
500.00
0.00
0.00
m run
350.00
0.00
0.00
no.
200.00
0.00
0.00
no.
140.00
0.00
0.00
no.
60.00
0.00
Ref.
0.00
no.
250.00
0.00
Ref.
0.00
no.
350.00
0.00
Ref.
0.00
no.
500.00
0.00
Ref.
0.00
no.
570.00
0.00
2.00
2.00
0.00
0.00
no.
no.
no.
no.
150.00
206.50
530.00
1000.00
300.00
413.00
0.00
0.00
713.00
713.00
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
a.
b.
c.
d.
6.019
a.
b.
c.
d.
drop pit. Cast iron cover and frame measured separately.
size 400mm x 400mm and not exceeding 1500mm deep internally.
Drwg. FM - 01 + 02.
Drwg. FM - 01 + 02.
Drwg. FM - 01 + 02.
Drwg. FM - 01 + 02.
Cast Iron manhole cover and frame to draw pits, D400;
size 400mm x 400mm
size 600mm x 600mm
size 900mm x 900mm
size 1500mm x 750mm
C
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.
Page 11 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
QTY
UNIT
size 900mm x 600mm and not exceeding 1000mm deep, internally
0.00
no.
250.00
0.00
size 900mm x 600mm and exceeding 1000mm but not exceeding
2000mm deep, internally
Cast iron lockable cover and frame D400 for Festa poles, including all
necessary excavation in any type of ground, 200mm diameter upvc
sleeve x 400mm deep, C20 concrete surround and making good as
necessary disturbed area.
0.00
no.
350.00
0.00
0.00
no.
200.00
0.00
0.00
no.
300.00
0.00
0.00
no.
200.00
0.00
0.00
no.
300.00
0.00
2.00
no.
75.00
150.00
Euro
863.00
ITEM
DESCRIPTION
a.
b.
c.
d.
e.
f.
6.021
Max. Amount
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:
460.00
5.00
4.00
5.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
m run
6.50
7.73
9.35
28.22
31.51
32.63
61.66
71.14
120.00
160.00
205.00
250.00
2990.00
38.65
37.40
141.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.002 fixed vertically to wall, including all necessary brackets, fixtures and
0.00
m run
20.00
0.00
fittings.
B
Gully, Manholes, Gutters, Gratings and Covers
Storm water Gully, complete all as per details on drawings FM - 03 & 04,
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.
0.00
no.
280.00
0.00
0.00
no.
650.00
0.00
0.00
no.
560.00
0.00
0.00
no.
640.00
0.00
0.00
no.
760.00
0.00
a. 110mm diameter
b. 125mm diameter
c. 150mm diameter
d. 200mm diameter
e. 250mm diameter
f. 315mm diameter
g. 400mm diameter
h. 500mm diameter
i. 630mm diameter
j. 710mm diameter
k. 800mm diameter
l. 1000mm diameter
uPVC heavy gauge storm water drains pipe 110mm diameter to EN 1401,
b.
7.004
a.
b.
c.
size 1200mm x 1050mm, depth not exceeding 1500mm to pipe crown.
Type B manhole, complete as per detail RCD 500/6, including but not
limited to excavation in any type of ground, support, backfilling and step
iron; internal walls finished smooth, including pipe branch connection to
main pipe and finishing off. Manhole grating and frame measured
seperately.
size 1000mm x 1050mm and not exceeding 1000mm deep to invert,
internally.
size 1000mm x 1050mm and exceeding 1000mm and not exceeding
1500mm deep to invert, internally.
size 1000mm x 1050mm and exceeding 1500mm and not exceeding
2000mm deep to invert, internally.
Page 12 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
Max. Amount
QTY
UNIT
0.00
no.
50.00
0.00
0.00
no.
25.00
0.00
2.00
2.00
0.00
0.00
m run
no.
no.
no.
280.00
171.79
144.30
123.69
560.00
343.58
0.00
0.00
4110.73
4110.73
DESCRIPTION
Install Only heavy duty D400 to EN 124 cast iron grating and frame, and
7.005 silt buckets/traps where applicable, including collecting from store, load,
transport to site and unload, leveling and finishing off;
a. Gratings and Frame any size
7.006 Install Only Galvanised steel silt bucket for gulleys to fit:
a. Gratings and Frame any size
7.007
a.
b.
c.
d.
7.008
a.
b.
c.
d.
C
7.009
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
Cast iron manhole cover and frame heavy duty D400 to EN 124 to be
hinged, lockable, sealed, and certified non-rocking.
size 300mm x 300mm
size 400mm x 400mm
size 600mm x 600mm
size 600mm diameter
Soakaways
Rotary drill in any material to form open vertical shaft with diameter
exceeding 500mm and not exceeding 1000mm, depth from existing
ground surface not exceeding 20m, including mobilisation and
0.00
0.00
0.00
0.00
no.
no.
no.
no.
130.00
150.00
206.50
206.50
0.00
0.00
0.00
0.00
0.00
m run
140.00
0.00
0.00
m run
138.00
0.00
0.00
cu m
9.00
0.00
0.00
cu m
8.00
0.00
0.00
sq m
2.00
0.00
0.00
no.
35.00
0.00
0.00
sum
300.00
0.00
0.00
sq m
8.00
0.00
0.00
sq m
83.33
0.00
0.00
no
300.00
0.00
demobilisation of all necessary plant. Ref Drawing FM - 16.
High density polythylene pipe (HDPE) laid vertical in shaft, perforated
7.010 and suitable to retain material, in shaft diameter exceeding 500mm and
7.011
7.012
not exceeding 1000mm and suitable to fit in drilled open shaft.
Graded filter material complying to series 500 table 5/5 - Type A; in pits.
Graded filter material complying to series 500 table 5/5 - Type B; in pits.
Geotextile material that allows water to flow through it, in either
7.013
D
7.014
7.015
7.016
7.017
direction. Geotextile should be wrapped and overlapped as directed.
Miscellenous Works
Ductile iron fasteners to existing grating, bolted down as a security to
prevent opening of grating by others. Ref drg FM - 016.
Carry out the necessary modifications to connect new storm water
system to existing culvert / ducting / reservoir.
Render internal surfaces of water retaining structures with a proprietary
render mix ideal for acqueous waterproofing. Finish as per
manufacturer's instruction.
Precast reinforced concrete C25 slabs size approximately not exceeding
0.2square meters x not exceeding 150mm thick, to take pedestrian
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.
Page 13 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
QTY
DESCRIPTION
Page 14 of 25
UNIT
Max. Amount
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Euro
4110.73
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
QTY
UNIT
300.00
m run
17.05
5115.00
0.00
m run
23.02
0.00
300.00
m run
5.89
1767.00
100.00
sq m
18.50
1850.00
360.00
sq m
14.18
5104.80
0.00
sq m
55.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
sq m
sq m
sq m
sq m
sq m
sq m
sq m
sq m
sq m
sq m
20.74
22.22
27.34
29.91
23.05
144.00
135.75
150.00
111.25
130.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00
sq m
35.00
175.00
8.000 Footpath Works
A
8.001
8.002
8.003
8.004
8.005
8.006
8.007
a.
b.
c.
d.
e.
f.
g.
h
i
j
8.008
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.
Ditto, but curved on plan to a radius not exceeding 12m, ditto.
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)
concrete blocks (colour type red)
softstone franka slab
hardstone paving slabs
lava (pedestrian) paving slabs
lava (vehicular) paving slabs; 100mm thickness
porfido paving slabs
porfido (vehicular) paving slabs; 100mm thickness#
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
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.
14011.80
14011.80
PAVING FLAGSTONES, SLABS, BLOCKS, TILES, HARDSTONE, LAVA AND
PROFIDO TO BE PROVIDED BY OTHERS.
Page 15 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
QTY
UNIT
0.00
sq m
12.50
0.00
0.00
0.00
0.00
0.00
sq m
sq m
sq m
sq m
44.00
35.75
47.00
41.25
0.00
0.00
0.00
0.00
0.00
sq m
2.50
0.00
0.00
sqm
5.50
0.00
0.00
m run
4.70
0.00
0.00
m run
6.00
0.00
0.00
m run
1.50
0.00
0.00
sq m
8.00
0.00
0.00
m run
3.50
0.00
0.00
sq m
5.00
0.00
0.00
cu m
38.00
0.00
12.00
m run
35.00
420.00
3.00
no.
170.00
510.00
Euro
14941.80
65.43
0.00
Lay only footpath flagestones / slabs / blocks / tiles and reinstate to same
pattern as existing footpath, including all necessary fill material to make
8.009 up levels, grouting, cutting and forming borders around projections,
covers and fixtures; including collecting from store, load, transport to
site and unload. Bedding measured seperately.
Lay only paving slabs, including all necessary fill material to make up
8.010
levels, bedding, grouting, cutting and forming borders around
projections, covers and fixtures; including collecting from store, load,
transport to site and unload. Bedding measured seperately.
a. hardstone paving slabs
b. lava (pedestrian) paving slabs
c. lava (vehicular) paving slabs
d. porfido paving slabs
B
Bedding
Natural sand, maximum sieve size 8mm (100% percentage passing) as
8.011 bedding to footpath paving, minimum thichness of sand bed after
compaction 30mm, including laying to levels, falls and crossfalls.
Freshly mixed, moist 1:3 cement sand mortar (proportions by Volume),
using sand complying to BS EN 12620 : 2002 as bedding to footpath
8.012 paving, minimum bed thickness after laying of tile 25mm and not
exceeding 100mm. Retarded, plastisized and pre-mixed mortarts may be
used as an alternative.
C
Miscellaneous Works
Take up existing kerb, any material and set aside for reuse, including
8.013
8.014
8.015
trimming and cleaning as necessary for reuse.
Lay Only previously set aside kerb laid straight or curved on plan to any
radius, 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.
Paint existing kerb x 2 No. coats, white wash as directed, including
cleaning, pointing and preparation as necessary to receive paint.
Carefully take up existing footpath flagstones/ slabs / blocks / tiles, stack
8.016
same, store and protect for re-use.
Cut existing concrete surface using rotary saw, depth less than 200mm.
8.017
Propretary epoxy surface sealant to concrete surfaces as per
manufacturer's instructions, including preparation .
Extra Over cast insitu concrete in footpaths for integrated colouring to
8.019 concrete mix; Colour as specified by the official in charge and mixed
according to manufacturer's specifications.
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.
8.018
9.000 Wall Construction Works
A
Oversize Block Walls
Masonry softstone blocks in retaining walls to various thicknesses,
9.001 including the formation of weep holes, leveling concrete between layers
0.00
of blocks and other ancillary works, to complete the works as directed.
Page 16 of 25
cu m
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
Max. Amount
QTY
UNIT
0.00
cu m
104.50
0.00
0.00
cu m
165.00
0.00
0.00
cu m
88.00
0.00
0.00
cu m
93.50
0.00
0.00
cu m
104.50
0.00
0.00
sq m
13.60
0.00
3.20
sq m
17.30
55.36
5.40
sq m
31.20
168.48
7.80
sq m
32.00
249.60
0.00
sq m
27.30
0.00
0.00
sq m
19.23
0.00
0.00
sq m
15.20
0.00
0.00
cu m
68.00
0.00
Precast reinforced C20 concrete blocks 1000mm x 1000mm x 1000mm in
9.002
retaining walls to various thickesses, including the formation of weep
holes, leveling concrete between layers of blocks and other ancillary
works, to complete the works as directed.
Precast reinforced concrete C20 panels with rubble wall facing to walls,
9.003 including the formation of weep holes and other ancillary works, such as
B
leveling concrete between layers of blocks, to complete as directed.
Rubble walls
Construct Only Coarse/random rubble stone walls to any thickness,
9.004 using material set aside for reuse, including for the formation of weep
9.005
9.006
C
9.007
9.008
9.009
holes and other ancillary works to complete according to trade.
Upgrade and repair existing rubble stone wall, including any necessary
taking down, and provision/replacement of rubble stone blocks as
necessary.
Coarse/random rubble stone wall to any thickness, including the
formation of weep holes and other ancillary works to complete according
to trade.
Standard Sized Block Walls
Softstone Walls
150mm/175mm thick softstone walls, quarry faced both sides, bedded
and jointed in 1:1:6 cement/sand/'xahx' mortar; below DPC.
230mm thick softstone walls, quarry faced both sides, bedded and
jointed in 1:1:6 cement/sand/'xahx' mortar; below DPC.
450 mm thick softstone walls, quarry faced both sides, bedded and
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
pointed in 1:1:6 cement/sand/'xahx' mortar; above DPC.
Double wall comprising 2 skins x 150mm thick softstone, tied adequately
9.011 with chainblocks as per trade, fairfaced both sides, bedded, jointed and
pointed in 1:1:6 cement/sand/'xahx' mortar; above DPC.
230mm thick softstone walls fairfaced both sides, bedded, jointed and
9.012
pointed in cement:xahx mortar; above DPC.
150mm/175mm thick softstone walls fairfaced both sides, bedded,
9.013
jointed and pointed in cement:xahx mortar; above DPC.
Softsone wall in header courses, fairfaced both sides, bedded, jointed
9.014
and pointed in cement:xahx mortar; above DPC.
9.015
9.016
9.017
9.018
9.019
473.44
473.44
Hollow Concrete Blockwalls
230mm thick Single Type, precast hollow concrete blockwalls bedded,
jointed and pointed in cement:xahx mortar.
230mm thick Double Type, precast hollow concrete blockwalls bedded,
jointed and pointed in cement:xahx mortar.
175mm thick, precast hollow concrete blockwalls bedded, jointed and
pointed in cement:xahx mortar.
Miscellaneous Works
Extra Over softstone/Hollow concrete walls, for walls curved on plan to
any radius.
Extra Over softstone/Hollow concrete walls, for softsone 'sammrotti'.
6.20
sq m
22.00
136.40
4.20
sq m
23.00
96.60
0.00
sq m
18.50
0.00
0.00
sq m
8.80
0.00
0.00
no.
8.75
0.00
Page 17 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
9.020
9.021
9.022
9.023
9.024
9.025
9.026
D
DESCRIPTION
QTY
UNIT
Extra Over softstone/Hollow concrete walls, for softstone lintel to any
dimension.
Construct Only 150mm/175mm/230mm Softstone walls using material
set aside. Measured per skin.
C15 concrete infill to precast hollow concrete blockwalls, 230mm single
density. Measured per skin.
C20 concrete infill to precast hollow concrete blockwalls, 230mm single
density. Measured per skin.
C15 concrete infill to cavities and around blocks.
DPC membrane, horizontal and/or vertical to walls.
Plastic sheeting - gauge 1000, horizontal and/or vertical to walls.
Coping Works
Cast insitu reinforced C25 concrete coping, having throuting and drip
0.00
m run
23.00
0.00
0.00
sq m
7.00
0.00
0.00
sq m
8.50
0.00
0.00
sq m
9.50
0.00
0.00
0.00
0.00
cu m
sq m
sq m
88.00
8.75
1.25
0.00
0.00
0.00
2.30
cu m
293.57
675.21
12.00
m run
15.00
180.00
0.00
m run
13.50
0.00
0.00
m run
7.00
0.00
0.00
sq m
3.50
0.00
0.00
sq m
4.50
0.00
0.00
sq m
4.75
0.00
0.00
sq m
7.50
0.00
0.00
sq m
4.00
0.00
0.00
sq m
5.50
0.00
0.00
sq m
9.00
0.00
Euro
1561.65
9.028 checks and smooth finish to all exposed surfaces; laid straight or curved
9.029
9.030
9.031
E
9.032
9.033
9.034
9.035
9.036
9.037
Max. Amount
on plan, including all necessary formwork and reinforcement.
Softstone wall coping size approximately 150mm x 255mm x 565mm,
having chamfered edges, throuting, grouting key, fair faced on all
exposed surfaces; laid straight or curved on plan, including bedding,
grouting and pointing of all joints with cement based material.
Ditto, but quarry faced.
Lay Only softsone coping previously dismantled and set aside, laid
straight or curved on plan, including all necessary bedding, leveling and
pointing of joints.
Finishings
Sand-Cement pointing of joints to existing walls.
Sand-Cement based rendering to horizontal and/or vertical surfaces,
4mm thick.
Two coats external type paint to softsone walls, including preparing
same to receive paint. Colour as specified.
Extra Over softstone walls for finishing "Fuq il-Fil" including raking out
joints to a depth not less than 15mm, pointing using proprietary stucco
to a neath finish, rubing down and finishing.
Rake out joints of exposed surfaces of hollow concrete blockwork walls
to a depth of not less than 15mm, point with cement / sand mortar to a
neat flush joint.
Plaster existing HCB wall, in cement / sand mix to achieve a smooth finish
in two coats.
Render surfaces, horizontally and/or vertically, in two layers of cement
9.038
sand mortar, and including proprietary water-proofing additive.
Page 18 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
QTY
DESCRIPTION
UNIT
Max. Amount
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
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
5.04
0.00
m run
0.00
A
Surface cold milling over trenches/pits and general resurfacing areas, to
0.00
bring to formation level, depth not exceeding 150mm.
Hot dense bituminous paving mixture in accordance to ASTM D3515 and
approved mix designs, including for the necessary bitumen required as
per ASTM D3515 and approved mix design, and the painting of the
vertical edges of any joints with hot bitumen :
0/25 mm for Base Course 80mm thick in carriage way, hard shoulder
and hardstrip, compaction degree: ≥ 97%; laid to comply to requirements 0.00
in cl. 901 and 903.
0/19 mm for Binder Course 60mm thick in carriage way, hard shoulder
and hardstrip, compaction degree: ≥ 97%; laid to comply to 1610.00
requirements in cl. 901 and 904.
0/12.5 mm for Wearing Course 40mm thick in carriage way, hard
shoulder and hardstrip, compaction degree: ≥ 97%; laid is to comply to 0.00
0/12.5 mm for Wearing Course 40mm thick in carriage way, hard
sq m
3.30
0.00
sq m
28.66
0.00
sq m
21.49
34598.90
sq m
16.94
0.00
0.00
1610.00
sq m
sq m
17.46
18.33
0.00
29511.30
e. shoulder and hardstrip, compaction degree: ≥ 96%; laid to comply to
12.00
sq m
30.75
369.00
Regulating layer in carriage way, hard shoulder and hardstrip; laid to
f.
comply to requirements in cl. 901 and 907.
Wearing Course 30mm thick Grass Green (RAL 6010 or approved similar),
0.00
to
162.84
0.00
sq m
65.00
0.00
no.
sq m
43.23
1.86
432.30
2994.60
m run
2.99
867.10
no.
32.00
0.00
no.
10.00
0.00
to
120.00
0.00
to
165.00
0.00
m run
m run
5.00
10.00
0.00
0.00
10.002
10.003
a.
b.
c.
d. shoulder and hardstrip, compaction degree: ≥ 97%, EN 12697-6, Proc. B;
laid to comply to requirements in cl. 901 and 906.
i. using aggregate with a Los Angeles value ≤ 20 and PSV ≥ 45
ii. using aggregate with a Los Angeles value ≤ 20 and PSV ≥ 53
0/19 mm for Base Wearing Course 80mm thick in carriage way, hard
g.
10.004
10.005
10.006
a.
B
10.007
10.008
10.009
10.010
10.011
a.
b.
0.00
in carriage way, hard shoulder and hardstrip; compaction degree ≥ 97%.
Working around projections.
10.00
Tack coat to surfaces to receive bituminous paving mixture.
1610.00
Penetration grade bitumen as joint sealant to open joints as directed by
the engineer or other approved equivalent:
up to 25mm wide
290.00
Road Surface Repair Works
Permanent Cold-lay pot-hole repair material to Areas up to 0.1m2 and
depth not exceeding 0.1m, including sawcut, prepare, place, level and 0.00
compact to the requirements of the Specifications (Volume 3, Section
3.8).
Premixed asphalt surface repair material in 25kg Bags to pot holes
0.00
exceeding 0.1m2. (Rate is per Bag)
Premixed asphalt surface repair material in bulk to major pot hole
0.00
repairs.
Hot asphalt, 0/12.5mm for wearing course laid in bulk to major pot hole
repairs. Rate is to include for transport, lay and compaction. Other items 0.00
for completion, measured seperate.
Repairs to cracks - overbanding and crack sealant repair systems as per
specifications refered to in Volume 3 Section 3.7 and to TM specification
Series 900.03.
Clean, prime and apply overbanding ≤ 40mm (Type 1).
0.00
Clean, fill crack, prime and apply overbanding ≤ 200mm (Type 2).
0.00
Page 19 of 25
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
Cut to a regular longitudinal line, microtrench, clean, prime, infill inlaid
sealing and overbanding ≤ 100mm (Type 3).
Cut to a regular longitudinal line, microtrench, clean, prime, infill inlaid
d.
sealing and overbanding ≤ 200mm (Type 4).
c.
Max. Amount
QTY
UNIT
0.00
m run
11.00
0.00
0.00
m run
16.00
0.00
Euro
68773.20
11.000 Traffic Lights / Pelican Crossings & Belisha Poles
Cast insitu reinforced concrete C25 in traffic light pole (overhead type)
foundation plinth, including all necessary excavation and backfilling,
formwork, reinforcement and waterproofing surround, casting in of
11.001
holding down bolts assembly (Bolts to be supplied by others) including
collecting from store, load, transport to site and unload, and 50mm dia.
duct. Ref. drg FM - 05.
Cast insitu reinforced concrete C25 in traffic light pole (non overhead
0.00
no.
350.00
0.00
0.00
no.
150.00
0.00
50mm dia. duct. Ref. drg FM - 06.
Cast insitu reinforced concrete C25 in Belisha light pole foundation
plinth, including all necessary excavation and backfilling, formwork,
reinforcement and waterproofing surround, casting in of holding down
11.003
bolts assembly (Bolts to be supplied by others) including collecting from
store, load, transport to site and unload, and 50mm dia. duct. Ref. drgs
FM - 07/08.
Collect from store, transport to site and return on completion Holding
0.00
no.
150.00
0.00
11.004 Down Bolt assembly Model Template for traffic light pole/ Belisha pole
0.00
no.
20.00
0.00
foundation plinth, (Model Template is to be supplied by others).
Install Only traffic light pole (overhead type), including collecting from
11.005 store, load, transport to site and unload, erect and fix to concrete
foundation plinth including grouting base. Ref Drg FM - 05.
Install Only traffic light pole (non overhead type), including collecting
0.00
no.
350.00
0.00
11.006 from store, load, transport to site and unload, erect and fix to concrete
0.00
no.
45.00
0.00
0.00
no.
45.00
0.00
0.00
no.
60.00
0.00
0.00
no.
40.00
0.00
Euro
0.00
61.08
83.68
104.09
127.15
134.72
145.66
0.00
209.20
395.53
305.16
0.00
0.00
type) foundation plinth, including all
11.002
necessary excavation and
backfilling, formwork, reinforcement and waterproofing surround,
casting in of holding down bolts assembly (Bolts to be supplied by others)
including collecting from store, load, transport to site and unload, and
foundation plinth including grouting base. Ref Drg FM - 06.
Install Only Belisha light pole, including collecting from store, load,
11.007 transport to site and unload, erect and fix to concrete foundation plinth
including grouting base. Ref Drgs FM - 07/08.
Take up and transport as directed traffic light pole (overhead type),
11.008 including reinstatement of existing footpaths, in concrete or paving as
necessary.
Take up and transport as directed traffic light pole (non - overhead type),
11.009 including reinstatement of existing footpaths, in concrete or paving as
necessary.
12.000 Structural Concrete Works
A
12.001
a.
b.
c.
d.
e.
f.
Cast insitu concrete
Cast insitu concrete, generally, including laying, compacting and finishing
off for the following grades:
C 10
C 15
C 20
C 25
C 30
C 35
0.00
2.50
3.80
2.40
0.00
0.00
Page 20 of 25
cu.m
cu.m
cu.m
cu.m
cu.m
cu.m
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
Max. Amount
QTY
UNIT
2.00
cu m
6.00
12.00
0.00
sq m
45.00
0.00
span not exceeding 2.50m with a minimum safe load of 10, 000 kg / m2
0.00
sq m
65.00
0.00
span not exceeding 4.50m with a minumum safe load of 4, 500 kg / m3
0.00
sq m
65.00
0.00
0.00
sq m
75.00
0.00
0.00
sq m
33.20
0.00
15.00
sq m
18.71
280.65
0.00
6.20
0.00
4.10
0.00
0.00
0.00
0.00
0.00
kg
kg
kg
kg
kg
kg
kg
kg
kg
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
0.00
8.68
0.00
5.74
0.00
0.00
0.00
0.00
0.00
0.00
10.00
0.00
0.00
5.00
sq m
sq m
sq m
sq m
sq m
10.26
5.20
7.72
4.00
6.58
0.00
52.00
0.00
0.00
32.90
1301.86
1301.86
DESCRIPTION
Extra over cast insitu concrete of any grade for integrateded
12.002 waterproofing additive, product is to be used as per manufacturer's
instructions. Quantity measured per cu m of concrete.
B
Precast concrete
Precast prestressed hollow core concrete slabs, 1200mm wide, including
12.003 leveling and grouting between slabs; Concrete topping and
reinforcement measured seperately.
span not exceeding 2.50m with a minimum safe load of 5,000 kg / m2
a.
b.
c.
d. span not exceeding 6.50m with a minumum safe load of 4,500 kg / m2
Precast prestressed slabs, including leveling; Concrete topping and
12.004
reinforcement measured seperately.
a. span not exceeding 2.0m with a load of 10KN / sq m
C
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:
a. T32
b. T25
c. T20
d. T16
e. T12
f. T10
g. T8
h. R12
i. R10
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
c. B 503
d. A 98
e. C 503
E
Worked Finishes and Miscellanous Works
Surface hardening agent to concrete surface, applied as per
12.008
0.00
sq m
4.50
0.00
manufacturer's instructions, including all necessary preparatory works.
12.009 Finish off concrete surface smooth and to level (power float finish).
0.00
sq m
3.00
0.00
12.010 Chase expansion joint in concrete and infill with proprietary filler.
0.00
m run
11.00
0.00
0.00
cu m
8.00
0.00
12.011
Infill material (torba), spread and levelled to the required falls and cross
falls.
Page 21 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
QTY
UNIT
0.00
sq m
Max. Amount
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
4.5mm thick bituminous damp proof membrane torch welded type, laid
12.012
horizontally and/or vertically, including priming coat with tar, turnups,
chasing and inserting into walls (where necessary) and making good.
10.10
0.00
Euro
1301.86
Rate is to include for a minumun lapping of 150mm at joints.
13.000 Miscellenous Works
13.001
a.
b.
c.
13.002
13.003
13.004
13.005
Excavate and back fill trial pits and carry out surface reinstatement to
surface original condition when complete - size on plan 1000mm x
2000mm using hand tools and compressors, including all necessary
ancillary and temporary works. Excavation and backfilling carried out on
same day.
up to 1000mm deep
exceeding 1000mm but not exceeding 2000mm deep
exceeding 2000mm deep
Granular hardstone (ornamental) material in side verges as indicated,
including laying to levels, falls and crossfalls.
Sieve excavated material to separate stone from agricultural soil (or
other useful material) by means of mechanical equipment and transport
to store. Soil reinstatment measured separate.
Lay Only Agricultural Soil including collecting from store, load, transport
to site and unload, spreading and level as required .
Agricultural Soil, including depositin, spreading and leveling as required.
0.00
0.00
0.00
no.
no.
no.
112.50
187.50
237.50
0.00
0.00
0.00
0.00
cu m
12.00
0.00
0.00
cu m
13.00
0.00
0.00
cu m
7.50
0.00
0.00
cu m
14.16
0.00
0.00
0.00
0.00
no.
no.
no.
20.00
250.00
400.00
0.00
0.00
0.00
0.00
no.
521.56
0.00
0.00
sq m
1.00
0.00
Euro
0.00
Plant plants / shrubs and trees (previously uprooted) in identified
13.006 landscaped areas, including all necessary excavations, propping and
watering :
a. plants up to 1m height.
b. shrubs / trees exceeding 1m but not exceeding 5 m height.
c. trees exceeding 5m height.
Saw cutting perimeter of failed area (full-depth of asphalt layers) up to a
maximum area of 1.2m x 1.2m. Break up surface and bedding material
up to the supporting structure; take up manhole cover and frame and
13.007 set aside re-use. Relay and level manhole cover and frame over bedding
material; cast, compact and level approved infill material and surfacing
material; bedding, infill and surfacing material are to comply with
Specification 3.9 Volume 3.
13.008 Sweeping of road surface of any existing overlying material.
14.000 Day Works
NOTE: Day works are only to be used in a situation where works are not covered in any of the other Framework Agreement items and ordered by the Architect in
charge.
14.001 Labour
a. unskilled labourer
b. semi skilled labourer
c. skilled labourer
d. mason
e. steel fixer
f. concretor
g. electrician
Note:
0.00
0.00
0.00
0.00
0.00
0.00
0.00
All below machinery is to be inclusive of operator / s as necessary :
14.002 Plant
a. Asphalt Pavers
Page 22 of 25
hr
hr
hr
hr
hr
hr
hr
11.61
12.32
15.19
13.43
15.19
13.92
18.83
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
i up to 3.0m screed size
ii up to 6.0m screed size
b. Rollers (with vibratory facility as reuquired)
i 2.5t
ii 4.2t
iii 7.5t
iv hand held compactor
c. Excavators - Loaders
i 2 cu m bucket capacity (approx.)
ii 1.5 cu m bucket capacity (approx.)
iii 1.0 cu m bucket capacity (approx.)
iv mini excavator
Max. Amount
QTY
UNIT
0.00
0.00
hr
hr
102.66
125.08
0.00
0.00
0.00
0.00
0.00
0.00
hr
hr
hr
hr
37.76
43.66
48.38
42.48
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
hr
hr
hr
hr
159.30
141.60
64.90
57.82
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
hr
hr
hr
hr
hr
hr
154.60
178.18
51.00
51.00
64.00
50.74
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
hr
hr
hr
hr
27.14
59.00
27.14
14.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
hr
hr
hr
hr
hr
hr
hr
no.
ton
sq m.
sq m.
27.14
35.40
88.50
5.90
27.14
28.00
29.00
27.14
22.50
12.00
0.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Euro
0.00
100.00
0.00
d. Surface Planars
i cutting with up to 1000mm
ii cutting width up to 2000mm
e. Concrete Mixer
f. Tipper Truck up to 15 cu m capacity
g. Tipper Truck over 15 cu m capacity
h. Crane Rubber Tyre 25 tonnes
i. Crane
i. up to 15 tonnes
ii. up to 30 tonnes
j. Dumper capacity (1.0 cu m capacity)
k. Compressor (including breaker)
l. Tractor Shovel
i. up to 7 tonne
ii. from 8 tonne up to 30 tonne
m. Concrete Pump
n. Hand Jigger
o. Hi - ab up to 7 tonnes
p. Cherry Picker
q. Pressure bowser (incl. water)
r. Skip Loader
s. Dumping Charges
t. Supply, erect and dismantle scaffolding
u. Up keep and maintain scoffolding for the period required
15.000 Structural Repair Works
A
Concrete Repair
Concrete repair (Principle 3 to EN 1504-3)
Repair to spalled concrete. Remove existing damaged / spolled
concrete and repair with proprietary repair product. Repair product
to comply with the UK DMRB BD 27/86 and EN 1504-3 Tables 2 and
15.001
3 for Method 3.1 (manual application of mortar) and/or Method
3.2 (Re-casting). Thickness of repair not exceeding 100mm.
Methodology to be approved by TM.
0.00
Protection treatment to reinforcement
Brush off loose scales and rust from the existing
reinforcement/strands, apply protection treatment using
15.002
proprietary repair product.
Repair product to comply with UK DMRB BD 27/86 and EN 1504-7
as follows:
Page 23 of 25
sq.m
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
Max. Amount
QTY
UNIT
0.00
0.00
sq.m
sq.m
37.50
25.00
0.00
0.00
0.00
0.00
sq.m
sq.m
18.00
25.00
0.00
0.00
a. Total area of intervention not exceeding 1sq.m
0.00
0.00
0.00
no
sq.m
350.00
b. Total area of intervention exceeding 1sq.m
80.00
0.00
0.00
no
150.00
0.00
0.00
sq.m
35.00
0.00
0.00
no
30.00
0.00
0.00
sq.m
10.00
0.00
ITEM
DESCRIPTION
a. Active Coating – EN 1504-7, Table 1, 2 and 3
b. Barrier Coating – EN 1504-7, Table 1,2 and 3
Application of concrete inhibitor (Impregnation - Principle 1, EN
1504-2)
Treat all exposed concrete vertical walls and columns with a
15.003 suitable proprietary concrete impregnation inhibitor paint material
complying with the UK DMRB BD27/86 as follows:
Methodology to be approved by Transport Malta.
a. Hydrophobic Impregnation – EN 1504-2, Table 1, 2, 3
B
b. Impregnation - EN 1504-2, Table 1, 2, 4
Masonry Repair
15.004
Whole block removal - Remove whole eroded/damaged stonework
and replace with new stonework.
Masonry plug - Cut stonework to a depth of 100mm and insert
identical size masonry plug.
15.005
Extra over item 15.004a & 15.005a for rusticated masonry stone
15.006 surface finish ('Gidra' etc) . Total area of intervention not
exceeding 1sq.m
Extra over item 15.004b & 15.005b for rusticated masonry stone
15.007 surface finish ('Gidra' etc). Total area of intervention exceeding
1sq.m
0.00
0.00
Pointing Works
C
Carefully rake out to a depth of 30mm and open existing masonry
joints (up to a maximum height of 30mm) and re-point masonry
15.008 joints with proprietary factory-mixed mortar complying to EN 9982, Class M10 (10 N/mm2) . Mortar mix to be approved specified by
TM.
D
Sacrificial Layer
15.009
Apply a sacrificial layer 8.0mm thick of rendering complying with
EN 998-1 , Class II (1.5 to 5.0N/mm2) to the structure surface.
E
Pipework
uPVC
pipes
and
fittings
with
suitable
approved
0.00
0.00
no
sq.m
26.00
5.00
0.00
0.00
0.00
sq.m
13.00
0.00
0.00
0.00
0.00
l.m.
l.m.
l.m.
5.50
6.50
9.35
0.00
0.00
0.00
0.00
sq.m
3.00
0.00
joints,
15.010 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
b. 110mm diameter
F
c. 150mm diameter
Vegetation cleaning and removal
Apply weed killer to the existing vegetation. Weed killer to be
15.011 approved by Transport Malta. Vegetation including root structures to
be removed after ensuring that the vegetation has dried off and can
be removed without damaging the structure.
Installation of Vehicle Restraints Systems (Including, Parapets)
G
Page 24 of 25
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
Print date :
11/13/2014
Framework Agreement
CT 2003 / 2013
MAX. RATE
ITEM
DESCRIPTION
Vehicle restrain systems (including post base flange connection)
complying to EN 1317:
a. Containment Class N2, W2-W4
b. Containment Class H2, W2 – W4
QTY
UNIT
0.00
0.00
m
m
Max. Amount
Bid. RATE
Bid . Amount
acceptible)
acceptible)
acceptible)
acceptible)
15.012
70.00
98.00
0.00
0.00
Euro
0.00
16.000 Emergency Works
Note: For works subject to a 20% surcharge, any encroachment into standard working hours may result in the forfeiture of the surcharge, should encroachment into
standard working hours include the unavailability of the road to the general public due to traffic management setup by the provider and that encroachment was due
to bad planning from the contractor's end.
no.
16.001 Minimum Fee to be paid to contractor for individual call-up
16.002 Works carried out under "On Call" Roster.
Works carried out between 8:00pm and 6:00am, including Sundays and
16.003 Public Holidays, (surcharge applicable as per works order) when
instructed by the Contracting Authority.
Allowance for "On-Call" duty payable according to Emergency Roster.
16.004
Page 25 of 25
240.00
% increase
of rate
20.00
% increase
of rate
20.00
sum
350.00
Euro
0.00

CONTRACT ALLOCATION NO.

Transcription

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