DD STAGE COST ESTIMATE SECTION 1 (J102) (1)

0 08-Feb-15 For Review DGJ CDM Smith KBR Ashghal
Rev Date Reason For Issue Prepared by Checked by Approved by Approved by
EXPRESSWAY PROGRAMME
GROUP 4
Document Number: EXW-P009-0001-QS-CDM-RP-00001
AL FUROSIYA STREET : PROJECT P009 - 0001
DD STAGE COST ESTIMATE
SECTION 1 (J102)

FINANCIAL SUBMISSION
SECTION G - BILLS OF QUANTITIES PREAMBLES
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AL FUROSIYA STREET, P009 - 001 SECTION 1 (J102) G/P/1
Generally
A The descriptions contained in the Bills of Quantities for each item is not necessarily
complete. The sub-heading and item description identify the work covered by the
respective items, but the exact nature and extent of the work to be performed is to be
ascertained by reference to the other volumes of the contract documents including
relevant Drawings, Specification, Conditions of contract and referenced documents such
as Standard Method of Measurement (Third Edition) as no claim or variation will be
considered on account of the Contractor's failure to comply. In so far as any clause of the
Preamble may conflict or be inconsistent with any provision of the CESMM3, the
Preamble shall always prevail.
B Drawings, Specifications, the Bills of Quantities are complementary and any item included
in any of them shall be deemed included in all. Any ambiguity must be clarified by the
Tenderer with the Employer before submitting his Tender.
C The Contractor's priced Bills of Quantities shall be deemed to have included for the
supervision and administration of any or all trades that is not intended to perform with his
own personnel. No extra compensation for services as a General Contractor will be paid.
The prices in the Bills of Quantities should be the full cost of the work in every respect and
of all general liabilities and obligations set forth or implied in this document on which the
tender is based. The Tenderer is advised to visit the site and investigate the area prior to
the submission of his tender.
D Amendment shall not be made to this Bills of Quantities without the authority, in writing, of
the Engineer.
E The Contractor shall not use Bills of Quantities as the basis for construction programme or
for the purposes of ordering materials or arranging sub-contracts. The references for
these activities shall be the Drawings, Specification, Contract documents, conditions of
contract and instructions issued by the Engineer.
F The Contractor is to ensure that identical items occurring in separate sections of the Bills
of Quantities are not priced at different rates unless the Tenderer deems it necessary to
do so. A brief narrative on the discrepancy must be provided if identical items are priced
at different rates in separate sections.
G In all Classes of Work, the prices shall include for working with other contractors engaged
in other works within the Site and coordination with such other parties as to such matters
as priorities, programme, protection of Work and HSE.
H The prices and rates entered by the Contractor against items in the Bills of Quantities
shall apply throughout the duration of the Contract regardless of the location except where
otherwise provided for, by any additional work ordered by the Engineer/ or the Authority.
J Contrary to CESMM3 Clause 1.2, the Conditions of Contract are as stated in Section B of
the Tender Document.
K A price or rate is to be entered against each item in the Bills of Quantities and the Pricing
Schedules and any item left unpriced will be deemed to be included for elsewhere in the
Bills of Quantities or Schedules and hence the rate for that item will be taken as NIL. The
Contractor shall provide a detailed estimate of cost of such "NIL" items upon request by
the Engineer.

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Units of Measurement and Abbreviation
A CESMM3 paragraph 5.19 (Units of Measurement) has been amended as follow:
Unit Abbreviation
Millimetre mm
Metre m
Square millimetre mm2
or mm2
Square metre m² or m2
Hectare ha
Cubic metre m3
or m3
Kilogram kg
Tonne t
Sum sum
Number nr
Hour hr
Calendar Day day
Calendar Week wk
Calendar Month month
Set set
Diameter dia
Watt W
Kilovolt kV
Bills of Quantities BOQ
Extra Over E.O.
Ductile Iron DI
Polyvinyl Chloride PVC
Unplasticised Polyvinyl Chloride PVC-U
Glass Reinforced Plastic GRP
Asbestos Cement AC
Ministry of Municipal Affairs & Agriculture MMAA
Qatar General Electricity and Water Corporation QGEWC
Public Works Authority PWA

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Method of Measurement
A This Bills of Quantities has been assembled generally in accordance with the Rules of the
Civil Engineering Standard Method of measurement Third Edition (CESMM3) approved
and sponsored by the Institution of Civil Engineers 1 -7, Great George Street, London
SW1P 3AA, England and published by Thomas Telford Services Ltd. 40 Marsh Wall,
London E14 9TP. Notwithstanding, this is not so in every aspect and each and every
departure from the CESMM3 has not been individually highlighted. The method of
measurement as expressed in these documents must be accepted where applicable.
B Items in the Preambles Section of this Bills of Quantities are deemed to qualify and to
form part of every description of measured work to which they refer including composite
descriptions.
C All measurements are net and the rates shall include for all laps, waste, working space
and trade or traditional allowances.
D Where fix only items are specified, the rate shall be deemed to include for taking delivery,
storing and installation of goods or materials in the works where appropriate.
Privately and Publicly Owned Services
E The information in the Contract related to existing utilities, i.e. their location, number and
sizes is based on the existing as-built drawings provided by different utility agencies and
is without any representation or warranty by PWA or its agents, representatives, or
consultants as to the correctness, accuracy or completeness of the information provided.
In this regard, the Contractor shall not be relieved of his obligations under Clause 4.9,
4.10 and 4.11 of the General Conditions of Contract. The Contractor shall include in his
rates and prices for taking measures for the support and full protection of pipes, cables
and other apparatus during the progress of the Works and for keeping the Engineer
informed of all arrangements he makes with the owners of privately owned services,
Statutory Undertakers and Public Authorities as appropriate and for ensuring that no
existing mains and services are interrupted without the written consent of the appropriate
authority.
Labour
F Labour in connection with nominated Sub-Contractors shall include:
(a) In the case of work or services executed, for affording the use of existing work
space, access, temporary roads, erected scaffolding, working shelters, staging
ladders, hoists, latrines, messing, welfare and other facilities existing on site and
provision of protection, water, electricity for lighting and cleaning away rubbish and
debris arising from the work.
(b) In the case of goods, materials or services supplied, for taking delivery, unloading,
storing protecting and returning crates, cartons and packing materials.
G Item reference numbers shown in column 3 for the class of works according to CESMM3
generally follow the convention used by CESMM3. Any deviation in the convention used
shall not be the basis for a claim.
H References to British Standards in CESMM3 are applicable unless otherwise stated in the
Contract Specifications in which case the specified reference standards shall apply.

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Coding and Numbering of Items
A For convenience of reference items in the work classification has been assigned a code
number consisting of a letter and not more than three digits The letter corresponds to the
class in the Work Classification in which the item occurs and the digit give the position of
the item in the first, second and third divisions of the class, e.g.
Code H 1 3 6 (CESMM3 refers) identifies an item as
class H precast concrete
first division 1 beams
second division 3 length 7-10 m
third division 6 mass 5-10 t
B Code numbers used as item numbers in the Bills of Quantities shall not form part of the
item descriptions or be taken into account in the interpretation of the Contract.
C Where a feature of an item is not listed in the Work Classification the digit 9 shall be used
in the appropriate positions in the code number.
D Where there is an item to which a division of classification does not apply or for which
fewer than three divisions of classification are given the digit 0 shall be used in the
appropriate positions in the code number.
E A suffix number is used to distinguish items which have the same code number but
different additional description. e.g. H136.1 and H136.2 and H136.3
F Paragraph 4.4 of CESMM3 shall be deleted and the following substituted:
"In so far as the text of an item description may conflict or be inconsistent with the
CESMM3 code following the text, then the text shall always prevail

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Pricing
A CESMM3 Paragraph 6.1 shall be amended to read as "Rates and prices shall be
inserted in the rate columns of the Bills of Quantities in Qatar Riyals".
B The prices shall be comprehensive and must include for complying in all respects with
the Instructions to Tenderers, Conditions of Contract, the General and Particular
Specifications, Employers Requirements and Tender Drawings and for all matters and
things necessary for the design, construction, completion. and maintenance of the
whole of the Works. No claims for additional payment shall be allowed for any error or
misunderstanding by the Contractor of the work involved.
C The rates and sums inserted in the Bills of Quantities for the Works are deemed to
include but not limited to, the following;
1. Labour and all costs in connection therewith.
2. Materials, goods and all costs in connection therewith (e.g. carriage freightage, all
duties, delivery, unloading, storing, returning packings, handling, hoisting or
lowering, replacing work, goods or materials damaged, broken, lost or stolen until
the issue of Certificate of Completion).
3. The Contractor is advised that some materials required for the execution of the
works may not be readily available in Qatar. All materials required should be
ordered in advance of construction to ensure that the work is not delayed.
4. Fittings and fixing materials or goods in any elevations or positions.
5. Plant and costs in connection therewith.
6. Waste, bulking shrinkage and overlaps
7. Temporary works
8. Land required for tips and stockpiles including all costs for obtaining any
necessary licenses and approvals.
9. Allowance for phasing requirements of works, effect on programming of the works
of all traffic diversions and construction activity associated with diversion or
installation of services.
10. General obligations, liabilities and risks including handling hazardous materials
involved in the execution of the Works set forth or reasonably implied in the
documents on which the tender is based;
11. Establishment charges, overheads and profits,
12. Payment for work not specifically detailed as part of any one item and without
specified details of payment will be deemed to be included in the item(s) with
which it is associated;
13. Dewatering works where necessary to protect the works free of water, i.e.
temporary drainage works throughout the contract to keep the works free of water
and excavations below the water table.
14. For taking measures for the support and full protection of pipes, cables and other
apparatus required during the progress of the Works as required by Service
Authorities or the Engineer.
15. Obtaining all necessary approvals, permits and licenses required for carrying out
of Works from the respective Authorities/Government departments and complying
with all procedures and regulations current at the time of the commencement of
the respective elements of Work.
16. Allowance for any other matter described in these Preambles.
17. Preparation and supply of shop drawings and supply of samples of materials and
Works for Engineer's approval.

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Pricing (Cont’d).
A The completed prices must reflect the true value of the item described.
B Notwithstanding the prices and rates inserted against specific items in the General
Items - Section 1, the following will apply with regard to monthly payments:
a) Cognisance will be taken of the actual fair and reasonable net cost and value of
the item to the contract and only that amount will be paid as a fixed one-off
payment in any one Certificate. The balance if any will be paid on a time-related
basis or value-related basis as appropriate.
b) For the purpose of this Contract, a "value-related payment" in respect of an item
with a lump sum price means that portion of the lump sum due for payment in a
period of valuation, calculated on pro-rata basis using the ratio of gross value of all
Work done in that period of valuation bears to the Contract Sum".
c) Monthly payments for General Items items shall only be paid on execution for
those costs which have been properly incurred.
d) The costs to be included in a lump· sum one-off payment must be in account of the
Contract Any portions of the rate or price which cannot be substantiated to be in
account of the Contract, will be paid on a time-related or value-related basis as
appropriate.
e) Payment for all other General Items items shall be deemed to be on a time-related
or value-related charge basis as appropriate.
C Notwithstanding the prices and rates inserted against specific items in the General
Items - Bills No.1, the following will apply with regard to the pricing and costing of
Variation Orders by the Engineer:
a) Cognisance will be taken of the actual fair and reasonable net cost and value of
the item to the contract if applicable and only that amount will be considered in the
evaluation of the cost effect of the Variation Order
b) The net cost and value of the item if applicable must be in account of the contract
for it to be considered in the evaluation of the cost effect of the Variation Order.
D CESMM3 Paragraphs 6.4 and 6.5 are to be deleted and substitute with the following:
The adjustment item, if any shall apply to all Schedule items excluding dayworks,
provisional sums and contingencies unless clearly indicated otherwise. The adjustment
items shall not be a lump sum but a percentage of the total tendered sum excluding all
provisional sums and contingencies or a percentage of the total for the items indicated.
The adjustment item shall be applied to all applicable item rates and sums entered in
the Bills of Quantities (including any addenda). "For the purposes of Clause 13 addition
or deduction of the amount, if any, of the Adjustment Item shall be made in interim
certificates and the Final Account in proportion that the sum of the amounts referred to
in Sub-Clause 13(a) and 13(b) of General Conditions of Contract bear to the total of the
Contract Bills of Quantities before the addition or deduction of the amount of the
Adjustment Item. Such additions or deductions in interim certificates shall be made
before deduction of retention money. For clarity, this does not apply to provisional sums,
dayworks and contingency.

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Pricing (Cont’d).
A CLASS A: GENERAL ITEMS
Contractual Requirements
i) “The cost of the Performance Bond and Insurances under the Contract shall be the
expense in all respects of the Contractor unless the Contract otherwise provides.
These items have not been included in the General items bill and they are
however deemed to be included within the Contract Price.”
(ii) The Tenderers shall take into consideration in pricing his Tender that the Authority
will not pay the General Items costs for addition of works or deduction from the
General Items cost for omission of works if the total of those fall within the 20%
parameter for varying the works.
B Specified Requirements
i) Payment for establishment costs relevant to these items will be by lump sum which
will be made only after completion and acceptance of all facilities.
(ii) Payment for maintenance items shall commence from the completion and
acceptance of the establishment items
(iii) Payment for the removal of these items will be lump sum which will be made only
after the completion of their removal.
(iv) Payment for the transport, internet service, telephone service and fax machine
service shall commence from the time that the specified requirements are provided
and approved.
(v) Payment for providing attendance upon the Engineer's staff shall commence from
such time the services are provided
(vi) Payment for testing of materials will be in monthly installments. Method of testing
and particulars of samples are not given in the item description but are contained
in the General Specifications and/or Drawings.
(vii) Payment for testing of works shall be made in installments pro-rata to the value of
work done relevant to appropriate work section. Method of testing and particulars
of samples are not given in the item description, but are contained in the
Specifications and/or Drawings.
C The Tenderer shall insert a lump sum or rate to each item, which he considers has a
financial value. Where the Tenderer considers that an item has no financial value he
shall insert 'nil'. Each item priced 'nil' shall be deemed as subsidiary covered under
other items of Bills of Quantities Lump sum shall not be inserted covering more than one
item.
D The value of services and obligations involved in the General Items shall not be
included in rates in other parts of the Bills of Quantities but shall be completely priced
against the particular items in the General Items.

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CLASS A: GENERAL ITEMS (CONT’D).
ALLOW FOR ITEMS
A Where the word "Allow" is used, the cost of the item shall be the responsibility of the
Contractor.
B Temporary Works
(i) Payment for temporary work requiring prolonged period will be in monthly
installments.
C Submittals
i) Payment for programmes of works, photographs, progress reports and Quality
Assurance shall commence from such time the services are provided and shall be
paid in equal monthly installments.
ii) Payment for provision of standard codes of practice, as-built survey drawings, as-
built record drawings and instruction manual shall be made upon acceptance of
the relevant documents by the Employer.
D Method Related Charges (Section 7 of CESMM3)
(i) Delete CESMM3 paragraph 7. 7 and substitute with "Method -Related Charges
shall be certified and paid pursuant to Clause 60 of the Conditions of Contract.
(ii) Delete CESMM3 paragraph 7.6 and substitute with "Method-Related Charges shall
not be subject to admeasurement
(iii) Payment for establishment costs fixed charges to these items will be by lump sum
which will be made only after completion of all facilities.
(iv) Payment for maintenance/ time related charges will be in monthly installments
commencing from when the facilities are made available
(v) Payments can be suspended, reduced or deleted from any Contract Payment if, in
the opinion of the Engineer, the Contractor is not fulfilling his obligations.
(vi) Traffic diversion – The lumpsum items are deemed to cover the costs of the
required traffic diversions and traffic management planned and phased by the
contractor to complete the permanent works within the Contract time in
accordance with the approved concept shown on the traffic management drawings
and described in the Specification.
E Provisional Sums
(i) The Provisional Sums, if included in the Contract may be expended totally or in
part or not at all, at the discretion of the Engineer.
(ii) Percentage for adjustment for Provisional Sums, if any, as may be provided in the
Bills of Quantities shall not be applicable to any work carried out by other
Contractors and Service Authorities employed directly by the Employer. Payments
to such contractors and Service Authorities shall be made directly by the
Employer.
(iii) The Contractor shall co-ordinate with the Service Authorities and provide all
necessary facilities as may be required and as foreseeable by an experienced
Contractor. The cost of such co-ordination and facilities is deemed to be included
in the respective items included in the Contract Sum.

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CLASS B: GROUND INVESTIGATION
A Items for ground investigation shall be deemed to include preparation and submission of
records and results
B All trial trenches items include backfilling and reinstatement to the original ground level.
C The items for trial trenches and pits will be executed in accordance with the Engineer's
instructions.
D Items for ground investigation shall also include any necessary trench supports.
CLASS D: DEMOLITION AND SITE CLEARANCE
E Item for demolition and site clearance shall also include disposal of the materials arising
except as otherwise directed.
F The item for General Clearance has been measured up to the work boundaries and limit
of works as shown on the drawings.
G Items for demolition and site clearance shall also include disposal of the materials
arising, backfilling of voids with suitable material, reinstatement of the exiting surface
except as otherwise directed.
H Contrary to CESMM3 the categories that the volume of building and other structures are
measured using the unit contained within the bills of quantities.
CLASS E: EARTHWORKS
J The quantities of earthworks shall be computed net using dimensions from the Drawings
with no allowance for bulking, shrinkage, waste or working space. Additional width
allowance is deemed included in the rate.
K The rates for excavations are deemed to include upholding sides of excavation,
additional excavation to provide working space and removal of dead services unless
measured separately.
L The rate for imported fill material shall allow for the full cost of fill materials including
approved borrow pit excavation, hauling, transportation, placement and compaction in
specified layers.
M All excavation shall deem to include excavating in any material including rock.
N The contractor shall allow in his cost for all methods of excavation as directed by the
Engineer. The method of excavation shall deem to include for manual, pneumatic,
mechanical, blasting (controlled) and those described in the Contract Specification
Clauses.

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CLASS E: EARTHWORKS (CONT’D).
A The Contractor shall reinstate and make good with material as described for any over
excavated/ blasted rock surfaces including preparing rock surfaces to receive pavement
material, pipe works, utilities, etc.
B There will be other contractors and local residents/fishermen present on the site
throughout the duration of this Contract. Allow for providing ease of access and all
necessary protection for works carried out by other contractors during rock excavation
or blasting work.
C The rates for excavation for material below the final surface and replacement with
establishing crushed material shall include for the disposal of the excavated material to
an approved dump site
D The rates for landscaping and hardscaping shall be deemed to include trimming and
preparation of surfaces.
E Contrary to CESMM3 excavation and filling rates are deemed to include for the
following·
• Excavation in any material including rock and all necessary imported fill including
concrete backfill where the excavated material is not suitable for use as backfill
in trenches, under structures and in areas of over excavation.
• Excavation rates are deemed to include for working in such a manner as not to
interfere with the stability of adjacent structures and properties and keeping the
excavations free from water and sewage whether affected by groundwater
(which may be subject to tidal influence), floods storms or otherwise
• No extra payment will be made if the position of the works as set out will not
allow the use of mechanical plant or necessitates double handling or additional
cartage of excavated material.
CLASS F: IN-SITU CONCRETE
F Rates for concrete items are deemed to include for all costs involved in modifications to
concrete shapes to suit final layout of mechanical and electrical plant, pipes, cables,
ducts. etc.
CLASS G: CONCRETE ANCILLARIES
G Construction joints and associated waterstops have not been measured separately and
are deemed to be Included in the rates for the in-situ concrete works Formwork is also
deemed to be Included.
H The rate for placing of concrete for blinding and steps is deemed to include excavation,
formwork, fair finish and all other civil works necessary and backfilling, complete.

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CLASS G: CONCRETE ANCILLARIES (CONT’D).
A Rates in this class are deemed to include for all costs involved in modifications to suit
final layout of mechanical and electrical plant, pipes, cables, ducts, etc. including
alterations to the shape and area of formwork and all additional cutting, bending, fixing
and provision of reinforcement.
B Rates for formwork are deemed to include for all the costs of forming a chamfer
intrusion to all external angles of the finished work.
C Reinforcement items shall be deemed to include for displacing and cutting reinforcing
bars at all openings for pipe work, surface boxes and the like.
D Construction joints (including water-stops and sealed rebates if required) are deemed to
be included in concrete items. Expansion and contraction joints shown on the drawings
are measured under CESMM3 Class G rules.
E GRP lining of all surfaces except top horizontal surfaces is assumed to consist of
preformed sheets and rates shall include for all necessary temporary support.
F GRP lining to top horizontal surfaces (of benching platforms and the like), is deemed to
be "concrete accessory: finishing of top surface: other stated finish"
G Rates for GRP lining shall include for all necessary jointing and lapping as specified.
CLASS I, J, K & L: PIPE WORK
H The depth band into which a length of gravity pipeline falls is determined by averaging
the depths to invert (from original surface unless otherwise stated) at the two adjacent
manholes (or other structures or changes of pipe gradient).
J The depth band into which a length of pressure pipeline falls is determined by averaging
the depths from original surface to invert at 50 meter intervals (or changes in pipe
gradient).
K The carrying out of successful air or water tests as specified in the Contract shall be a
prerequisite to the certification of payment for pipe work items.
L Items for manholes include all pipes built through the wall of the manhole except
150mm house connection pipe work. Straight special pipes built into manholes for
house connections are separately measured and such items shall be deemed to include
all necessary excavation, concrete surround, formwork, tanking and protection.
M Items for internal property inspection chambers include for one outgoing 150mm vitrified
clay pipe and two inlet pipes built through the wall of the chamber. Items are measured
separately for each additional inlet pipe.

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CLASS I, J, K & L: PIPE WORK (CONT’D)
A Deep connections include the provision of pipe work fittings and make-up pieces,
jointing and fixing in position. The length of each connection is from the final surface to
the sewer invert level, which also determines the depth classification. Deep
connections are measured by number according to each connection depth
classification. The rate includes the mass concrete surround of the main sewer junction
and the oblique extension around the high level lateral and forming the rodding chamber
and cover slab. Fittings for the connection are measured separately.
B Items for manholes with backdrops, either ramp or vertical, include for backdrops on
sewers not house connections. Backdrops on house connections are separately
measured, and such items shall be deemed to include all pipe work and associated
fittings comprising the backdrop and high level connection, excavation, concrete
surround, formwork, tanking and protection.
C Rates for pipes, ducts and metal culverts shall include for working in the vicinity of, or
encountering, existing pipes cables and other services, and shall include for determining
their location, hand excavation, support, protection, maintenance, temporary diversions
and working in such a manner as to avoid damaging them. No separate measurement
is made for service crossings of pipes, ducts and metal culverts under work
classification K67* and K68*.
D Rates for sewage pumping mains, treated sewage effluent mains, water mains and fuel
line ducts shall include for suitable marker tape
E The Contractor shall include in his rates for giving immediate effect to instructions from
the Engineer or Engineer's Representative to remedy any defects in reinstatement.
F Rates for connecting to existing pipe work shall include for transporting removed end
caps or fittings to Drainage store.
G Reinstatement of tiled or flagged areas shall allow for surface overbreak to the nearest
joint within 500 mm or two tiles (whichever is the lesser) of the sides of an excavation as
detailed in the Specification.
H Reinstatement in natural ground is not measured separately and is to be included in the
rates for pipeline construction.
CLASS R: ROADS AND PAVINGS
J Rates for Bituminous Courses shall include all operations required for jointing
new/existing pavement including where applicable saw cutting and scarifying existing
asphalt.
K The rate for preparation of existing road pavement widening interface with new
pavement includes all necessary operations for jointing the various pavement layers as
shown on the drawings.
L The Contractor is to allow in his rates, for applying tack coat that may be required
between layers within course of material apart from that shown on the drawings.

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CLASS R: ROADS AND PAVINGS (CONT’D)
Price Adjustment for Bituminous Base Course
A Where the average thickness of Bituminous Base Course is deficient in thickness by
more than three (3) millimetres, but no more than ten (10) millimetres, or fifteen (15)
percent (whichever is less), payment will be made at an adjusted price as specified in
Table 2.
Table 2
Deficiency in Thickness as Proportional part of
determined by Cores BOQ Rate Allowed
0.0 to 3.0 millimeters 100 percent
3.1 to 10 millimeters or fifteen 80 percent
(15) percent of plan thickness
(whichever is less)
B In lieu of making a price adjustment or requiring the Contractor to remove deficient
"Bituminous Base Course", which is to be followed by a "Bituminous Wearing Course",
the Engineer may direct the Contractor to make up the deficiency with additional
thickness of "Bituminous Wearing Course". If such remedial action is authorised,
revised thickness determination shall be made by measurements of new core taken
after the Bituminous Wearing Course has been completed and as directed by the
Engineer.
C If such course deficiencies are corrected in this manner, full payment for the
"Bituminous Base Course" will be made for the increase in thickness of the "Bituminous
Wearing Course”. If any deficiency still remains after the "Bituminous Wearing Course"
has been applied, the deficiency shall be considered to be in the Bituminous Wearing
Course and the Contractor shall receive full payment for the Bituminous Base Course.
D Subject to the above, when "Bituminous Base Course" is more than (10) millimeters, or
fifteen (15) percent of plan thickness (whichever is less), deficient in thickness, the
Contractor shall remove such deficient bituminous base course or courses and replace
them with bituminous base course(s) of an approved quality and thickness. The
Contractor will receive no compensation for the whole works involved in the removal or
the replacement of the deficient Bituminous Base Course.
E Deduction for the deficient thickness may be affected on any payment after the
information becomes available.
Kerbs. Channels and Edgings
F Rates for Kerbs, Channels and Edgings shall be deemed to include beds, backings,
reinforcement, joints and cutting.

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CLASS R: ROADS AND PAVINGS (CONT’D).
Ancillaries
A The unit of measurement for guide signs and supplementary plates is number.
B The sign panels shall be measured by numbers as shown on the drawings or as
approved by the Engineer. The rates shall also include supply of sign panel with
reflective sheeting, messages and symbols as shown in the drawings, all necessary
hardware and fittings, materials, tools and equipment necessary or incidental to the
fabrication of the completed sign.
C Removal of existing warning and regulatory signs shall be measured by the number as
approved by the Engineer. The rate shall allow for the removal and transportation of the
signs to PWA store and making good the surface disturbed.
Road Works Overall Requirements
D The Contractor shall allow in the rates and prices for road works for complying with the
requirements of tolerances and procedures as stated in the Specification
CLASS X: MISCELLANEOUS WORKS
E The rates for fences, safety barriers and camel grids shall be deemed to include
excavation, preparation of surfaces, disposal of excavated material, upholding sides of
excavation, backfilling, concrete works, posts etc.
CLASS Y: SEWER RENOVATION & ANCILLARY WORKS
F The Contractor shall allow in his prices for adequately dealing with sewage flows where
necessary, either by overpumping, tanking and storing or a combination of these
methods. No reliance shall be placed on being able to have pumping stations closed
down for any period of time. The Contractor's rates shall allow for working at night or
day times.
G The magnitude of leakage into manholes may range from seepage to jets of
groundwater, entering at ring joints, through holes in manhole rings and through holes at
pipe entries. Rates for manhole renovation shall include for dealing with any quantity of
infiltration, and shall include for all works necessary to seal such infiltration.
H Contrary to CESMM3 'interruptions' shall be allowed for in the rates for CCTV survey,
sewer lining and manhole renovation. The Contractor shall allow for all stoppages and
any night working required.
UTILITIES
General - All Services
J The rates for the services work shall allow for providing and laying of plastic warning/
route marker tapes as per the specification for all newly installed services and existing
services which are adjusted in line and/or level.
K The rates for ducts shall also include for colour-coded draw cords, end caps or plugs
and Type 1 and/or Type 2 Duct markers.

IA/12-13/DS/002/ST
UTILITIES (CONT’D).
General - All Services (Cont’d).
C The rates for breaking out and/or removal of any existing redundant manholes, lighting
foundations, ducts, pipes and cables shall unless otherwise stated include for
excavation, backfilling, compaction, dewatering and disposal to tip of non-salvageable
material.
D The rates for pipelines shall include cleaning and sterilization as specified.
E The commencing surface for excavating for pipelines shall be the original ground level
or, if in cutting, the excavated final surfaces of the cutting.
Electricity and Water Authorities
F For Water Division work, the rate shall allow for supply and installation of all materials
necessary for water distribution works.
G The rates shall allow for phasing the works to maximize the reuse of recovered pipes
etc. where pertinent.
H For diversion work, the Contractor's rates are to include for all fixing items including
connections, valves and fittings.
J The rates for the operations relating to water supply house connections shall include for
excavation, installation, backfilling and compaction.
K For Electricity Division work, the rate shall allow for supply and installation of all
materials necessary for road and crossing works.
L The rates for recovery of cables of different sizes shall include for the following:
(i) For 33 KV and 6.6 KV power cables- proper re-drumming and sealing of ends and
all precautions against damage to allow the option of reuse by the Employer
including delivery to the Authority s store.
(ii) For cable relocation works, the rates shall allow for the necessary attendance and
superintendence upon Authority's approved sub-contractors.
(iii) The rates shall allow for phasing of the works to accommodate restrictions to
power outage periods.
iv) The existing cables to be relocated must be in good condition and approved by the
Electricity & Water Authorities before reusing.
Rate for relocation must include any excess material to be returned to Electricity
and Water Authorities stores and if required additional materials to be collected
from Electricity and Water Authorities stores.

IA/12-13/DS/002/ST
Works for Q-TEL DSSS, and QAF
A For Telecom, DSSS and QAF works, the rate shall allow for supply and installation of all
ducts. end caps, draw cords, route marker tape and joint box/manhole furniture.
Works for Drainage, Sewerage and Irrigation Departments
B For new pipelines installed by open cut the unit of measurement shall be the linear
meter measured between the internal faces of adjoining structures (manholes,
chambers etc.). The average depth to invert between structures shall be calculated as
the arithmetic mean of the measurement of depth from commencing surface to the
invert of pipes taken at the structures.
C For new pipelines installed by open cut, the rate shall also include for building pipe
through wall or base of a structure, flexible joints adjacent to structures, any pipeline
built beyond the internal surface of structure, preliminary and infiltration test as
specified.
D The rates for drainage gullies and connections should allow for supply and installation of
gully, cover, connecting pipe, concrete surrounding, cover and connection to the drain
line as shown on the drawings. The rates shall also include for all fittings, excavation,
backfilling and compaction.
E Depths used for classification of manhole are measured from the cover level to the
inverts of the manholes.
F The rates for all concrete structures such as manholes, valve chamber, inspection
chambers, gullies, protection slabs and surround etc. shall include as appropriate for:
(i) Earthworks as stated earlier.
(ii) Forming concrete to the slopes and falls shown on the Drawings.
(iii) Any additional concrete used in excess of the net requirements.
(iv) Forming construction joints.
(v) Providing expansion joint filler, sealing compound and waterstop.
(vi) Reinforcement.
(vii) Formwork.
(viii) Protection and curing as specified.
(ix) Internal and external protection to concrete as specified.
(x) Ductile iron covers and frames I Ductile iron gully inlets as specified.

IA/12-13/DS/002/ST
Works for Drainage, Sewerage and Irrigation Departments (Cont’d).
A The Contractor shall allow for all costs involved in testing to be carried out by a Local
Municipality approved specialist testing laboratory in his pricing of the relevant item
B The rates for breaking up, temporary and permanent reinstatement of gardens,
grassed/landscaped areas shall include for removal, replanting and maintenance of
plants and trees.
Works for Road Lighting, Traffic Signal. ITS Departments and Red Light Violation
System
C For road lighting, traffic signal and ITS works and red light violation system, the rate
shall allow for supply, installation and testing of all street lighting and traffic signal poles
and gantries, controllers. signal heads, luminaires, feeder pillars, cables and duct work.
D The rate shall also include for all fittings, concrete work, excavation, backfilling,
compaction and relocation of existing feeder pillar, lighting poles etc.
Works for High Mast Street Lightings including foundations, Signal Gantries including
foundations, post and cantilever, and Signal Controller
E The contractor shall submit to the Engineer a programme for all design work and
design-build to be performed by the Contractor, for the Engineer's approval.
F For high mast street lighting including foundations and signal gantries including
foundations, post and cantilever works, and signal controller, the rate shall include
design, supply, installation and testing of all poles and gantries, controllers, signal
heads, luminaires, feeder pillar, cables and duct works.
G The rate shall also include for all fittings, concrete work, excavation, backfilling,
compaction, lighting poles, etc.
Secondary Irrigation Works
H The contractor shall submit to the Engineer a programme for all design work and
design-build to be performed by the Contractor, for the Engineer's approval.
J The rate shall 1nclude design, supply, installation and testing of all pipe work including
earthworks, fittings, coupling, jointing materials, other necessary accessories, etc.
Red Light Enforcement Camera Works
K The contractor shall submit to the Engineer a programme for all design work to be
performed by the Contractor, for the Engineer's approval
L The rate shall include design, supply, installation and testing of all poles, controllers,
signal heads, supports, cables and duct works, all fittings, concrete work, excavation,
backfilling, compaction etc.

SECTION G - BILLS OF QUANTITIES
BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AL FUROSIYA STREET, P009 - 001 SECTION 1 (J102) G1/1
Labour Plant Materials Overhead Profit Total Rate
BILL NO. 1 - GENERAL ITEMS.
CLASS A: GENERAL ITEMS.
Temporary Accommodation.
A Allow for erectings, servicing and dismantling of
Temporary Accommodations as per QCS 2010
Section 1. Sum -
B Principal Offices/Site Facilities for the Engineer in
accordance with QCS 2010 Section 1 Part 11
comprising 1 No. Type 3 office, including car parking
facilities and utility connections, photocopier,
measuring and recording equipment, stationery
supplies, safety equipment and clothing, telephones
and facsimile machine etc. complete. A211 Sum
Included in
Page G1/11
C Allow for providing Contractor's site facilities in
accordance with QCS 2010 Section 1 Part 12,
including buildings (offices and messes), fabrication
areas, materials storage areas, power, water,
lighting, heating and temporary roads, parking areas
and refuse disposal areas. A311 Sum -
Health and safety.
D Allow for providing Health and Safety plans,
personnel and equipment in accordance with QCS
2010 Section 1 Part 10 and Section 11. A290.1 Sum -
Green Construction.
E Allow for all the required works in accordance with
QCS 2010 Section 11. A290.2 Sum -
0CARRIED TO COLLECTION QAR.
AMOUNT
(QAR)
ITEM ITEM DESCRIPTION
CESMM3
Ref.
UNIT QTY
RATE (QAR)

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
CLASS A: GENERAL ITEMS (CONT'D).
Temporary roads.
A One lane carriageway. A271.1 Sum -
B Two lane carriageway. A271.2 Sum -
C Three lane carriageway. A271.3 Sum -
D Allow for construction, maintaining, removal of
temporary diversion for traffic at locations proposed
by the contractor , in accordance with QCS 2010
Section 1 ; Part 16. A351 Sum -
Temporary pavement.
E Allow for providing, maintaining and removal of
temporary pavement for the diversion of traffic
including earthworks, road base, prime and tack
coat, bituminous asphalt concrete base course and
wearing course. A271.4 Sum
Included in
Page G1/11
Speed Cameras - Temporary Automatic Speed
Camera System for the enforcement of
mandatory speed limits at roadworks.
F Installation of temporary automatic speed camera
system for the enforcement of mandatory speed
limits at roadworks. A279.1 Sum -
G Maintenance of temporary automatic speed system
for the enforcement of mandatory speed limit at road
works. A279.2 Day -
H Removal of temporary automatic speed system for
the enforcement of mandatory speed limit at road
works. A279.3 Sum -

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Recovery vehicles.
A Provision and removal of Light Type vehicles (2 No.). A221.1 Sum -
B Maintenance of Light Type vehicles. A221.2
Vehicle
day -
C Provision and removal of Heavy Type vehicles (2
No.). A221.3 Sum -
D Maintenance of Heavy Type vehicles. A221.4 Vehicle
day -
Temporary concrete barriers.
E Allow for the provision of Temporary Concrete
Barriers in different locations of the project for the
maintenance of traffic and for delivering and storing
to Infrastructures Affairs off site store at the end of
Contract period as directed by the Engineer. A279.4 Sum
Included in
Page G1/11
Compliance to traffic regulation.
F Traffic safety and management. A272.1 Sum -
G Taking measures for or construction, maintenance,
removal of contra flow arrangements. A272.2 Sum -
Protection of the Works, Other Works, Watching
and Lighting.
H Allow for protection of the Works and Temporary
Works, protetion against damage and provide
watching and lighting for the protection of the public,
protection against damage, theft, trespass and other
works in accordance with QCS 2010 Section 1 part
4. A290.3 Sum -

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Temporary access roads.
A Allow for providing and maintaining of temporary
access roads to the site in accordance with QCS
2010 Section 1 Clause 3.2. A273 Sum -
Temporary fencing.
B Allow for the provision of temporary fencing including
gates for diversion roads in accordance with QCS
2010 Section 6 Clause 1.6. A279.5 Sum
Included in
Page G1/11
Setting out the Works.
C Allow for setting out the works in accordance with the
General Conditions of Contract Clause 17 and with
QCS 2010 Section 1 Part 13 and Section 6 Clause
1.2.3. A290.4 Sum -
Photographs.
D Allow for providing photographs in accordance with
QCS 2010 Section 1 Clause 7.9. A290.5 Sum -
Name boards.
E Allow for providing and erecting Name Boards
(project sign boards) as shown on Drawings in
accordance with QCS 2010 Section 1 Clause 12.3. A290.6 nr -

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Standards.
A Allow for providing to the Engineer copies of all
standards and codes of practice applicable to the
works in accordance with QCS 2010 Section 1
Clause 1.3 and Section 6 Clause 1.9. A229.1 Sum -
Digital Camera.
B Allow for providing a digital camera for the use of the
Engineer in accordance with QCS 2010 Section 1
Clause 7.9. A239 Sum -
Cleaning of the Works.
C Allow for cleaning the works on completion in
accordance with QCS 2010 Section 1 Part 20. A290.7 Sum
Included in
Page G1/12
Re-creation of Benchmarks.
D Allow for the re-creation of benchmarks and
monuments and the establishment of permanent
monuments in accordance with QCS 2010 Section 6
Clause 1.2. A290.8 Sum -
Record Drawings.
E Allow for providing as-built record Drawings in
accordance with QCS 2010 Section 1 Clause 7.10. A290.9 Sum -
F Allow for providing as-built survey Drawings in

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Provision of Instruments and Chainman for the
Engineer's Representative.
A Allow for providing Instruments for Engineer's
Representative in accordance with QCS 2010
Section 1 Clauses 11.4. A233 Sum -
B Allow for providing Chainman for Engineer's
Representative in accordance with QCS 2010
Section 1 Clauses 11.5. A242 day -
Temporary Fencing.
C Allow for providing temporary fencing in accordance
with QCS 2010 Section 6 Clause 1.6. A279.6 Sum
Included in
Page G1/11
Coordination with Others Contractors.
D Allow for coordinating with other contractors,
including providing access, in accordance with QCS
2010 Section 1 Parts 17 and 18. A290.12 Sum -
Coordination, Cooperation and Liaison with
Utility Owner and Authorities.
E Allow for the requirements for coordination,
cooperation and liaison with utility owners and other
authorities in accordance with QCS 2010 Section 1
Part 19. A290.13 Sum -

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Quality Assurance Plans, Personnel and
Records.
A Allow for providing Quality Assurance plans,
personnel and records in accordance with QCS
2010 Section 1 Part 8. A290.14 Sum -
Temporary Controls for Protecting the Works
and the Environment.
B Allow for temporary controls for protecting the Works
and the environment in accordance with the Ministry
of Environment requirements and QCS 2010 Section
1 Part 15, including construction cleaning, control of
dust, noise and pollution, avoidance of nuisance and
trespass and temporary drainage. A279.7 Sum
Included in
Page G1/11
Keeping the Site and Equipment Clean.
C Allow for keeping the site and equipment clean in
Protection of the Works, Other Works, Watching
and Lighting.
D Allow for protection of the Works, protection of other
works, watching and lighting in accordance with QCS
2010 Section 1 Part 4. A290.16 Sum -

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Testing of Materials.
A Allow for the testing of materials as directed by the
Engineer in accordance with QCS 2010 Section 1
Clause 9.3 and Section 6 Clause 1.4. A250 Sum -
Relation to Utility Services.
B Allow for works in relation to utility services in
accordance with QCS 2010 Section 6 Part 11 as well
as other relevant sections including notifications,
marking services, verifying the location of existing
services, protection of services, getting building
permits, relocation of services, and complying with
the particular requirements of the utility owners. A290.17 Sum
Included in
Page G1/11
Superintendence.
C Allow for providing all necessary superintendence in
accordance with General Conditions of Contract
Clause 15. A371 Sum -
Detailed Program of Works.
D Allow for providing and maintaining a detailed
program of the works in accordance with General
Conditions of Contract Clause 14. A290.18 Sum -

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Obligation and Liabilities.
A Allow for all obligations and liabilities in complying
with the General and Particluar Conditions of
Contract as set out in these Documents, and not
specially referred to in the above items. A290.19 Sum -
Complying with Specifications.
B Allow for complying with every requirement of the
Specification, including the General Specification,
incorporating the Qatar Construction Specification
(QCS 2010), that is relevant to the type of work
within this Contract, and the Project Specification
that is not specially referred to in the above items. A290.21 Sum
Included in
Page G1/11
CLASS B: GROUND INVESTIGATION.
Trial Holes.
Allow for trail holes as required by the Engineer.
C Number in material other than rock, depth; 1.0 - 2.0
m. B112.1 nr -
D Number in material which includes rock, depth;1.0 -
2.0 m. B112.2 nr -

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Special Provisions.
A The Contractor shall describe and price below the
items necessary for the completion of the work as
described in the Specification or shown on the
drawings and for which special provision is required
and which are not covered by the rates in the Bill of
Quantities.
(i) …………………………………………………
(ii) …………………………………………………
(iii) …………………………………………………
(iv) …………………………………………………
(v) …………………………………………………
(vi) …………………………………………………
(vii) …………………………………………………
(viii) ……………………………………………….
Included in
Page G1/11
CARRIED TO COLLECTION QAR.

BILL NO. 1
GENERAL ITEMS
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Collection
G 1/1
G 1/2
G 1/3
G 1/4
G 1/5
G 1/6
G 1/7
G 1/8
G 1/9 125,500,000
G 1/10
125,500,000TOTAL FOR BILL NO. 1 - GENERAL ITEMS QAR.

BILL NO. 2
SITE CLEARANCE
IA/12-13/DS/002/ST
BILL NO. 2 - SITE CLEARANCE.
CLASS D: DEMOLITION AND SITE CLEARANCE.
A General site clearance as per specifications. D100.1 ha 48 4,000.00 16,000.00 - 3,000.00 2,000.00 25,000.00 1,200,000.00
B Clearance of area expropriated as per specifications. D100.2 ha 10 32,000.00 128,000.00 - 24,000.00 16,000.00 200,000.00 2,000,000.00
Demolition.
C Demolition of existing educational building (area 107
m² approximately). D400.1 No 1 3,210.00 18,190.00 - 3,210.00 2,140.00 26,750.00 26,750.00
D Demolition of existing G+1 residential buildings. D400.2 m² 2,810 30.00 170.00 - 30.00 20.00 250.00 702,500.00
E Demolition of existing commercial buildings. D400.3 m² 1,423 30.00 170.00 - 30.00 20.00 250.00 355,750.00
F Demolition of existing canopy for educational
building (area 378 m² approximately). D500.1 No 1 11,340.00 64,260.00 - 11,340.00 7,560.00 94,500.00 94,500.00
G Demolish/take-up and remove existing roads (to 300
mm thickness). D500.2 m² 201,878 3.20 12.80 - 2.40 1.60 20.00 4,037,560.00
H Allowance for removal of existing street lighting
columns and associated foundations as necessary.
D500.3 Item 1 8,000.00 32,000.00 - 6,000.00 4,000.00 50,000.00 50,000.00
8,467,060.00CARRIED TO COLLECTION QAR.
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)

BILL NO. 2
SITE CLEARANCE
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Collection
G 2/1 8,467,060.00
8,467,060.00TOTAL FOR BILL NO. 2 - SITE CLEARENCE QAR.

BILL NO. 3
FENCING AND SAFETY BARRIERS

BILL NO. 3
IA/12-13/DS/002/ST
BILL NO. 3 - FENCING AND SAFETY BARRIERS.
CLASS G: CONCRETE ANCILLARIES.
Concrete Accessories.
A Penetrating low viscosity silane siloxane protective
coating to surface of precast concrete safety
barriers; Ref. Coating System D. G823 m2
11,859 12.00 4.00 24.00 6.00 4.00 50.00 592,950.00
CLASS H: PRECAST CONCRETE
Concrete crash barriers/protection barriers as shown
on drawings and specification.
B Single faced constant slope barrier including
concrete bedding (minimum 250 mm), joints,
transitions, aesthetics/architectural design; height
810 mm from finished floor level. H900.1 m 5,443 210.00 55.00 775.00 156.00 104.00 1,300.00 7,075,900.00
C Concrete barrier for carriage ways at different levels
including concrete bedding (minimum 250 mm),
joints, transitions, aesthetics/architectural design;
height 810 mm from finished road level.
H900.2 m 523 315.00 90.00 1,515.00 288.00 192.00 2,400.00 1,255,200.00
8,924,050.00
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)

BILL NO. 3
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
CLASS X: MISCELLANEOUS WORK.
Guard Rails.
A Single sided steel guardrail system procured from an
approved manufacturer; installing as shown on
drawing EXW-P009-0001-CS-CDM-DG-90000-012
and other related drawings. X171 m 3,052 90.00 - 270.00 54.00 36.00 450.00 1,373,400.00
Quidguard crash cushion system.
B Supply and install Crash Cushion System as shown
on Drawing EXW-P009-0001-CS-CDM-DG-90000-
005 and other related drawings; 815 mm high from
finished road level. X191 nr 5 3,200.00 4,800.00 56,000.00 9,600.00 6,400.00 80,000.00 400,000.00

BILL NO. 3
IA/12-13/DS/002/ST
AMOUNT
(QAR)
CESMM3
Ref.
UNIT QTY
RATE (QAR)
Collection
G 3/1 8,924,050.00
G 3/2 1,773,400.00
10,697,450.00TOTAL FOR BILL NO. 3 - FENCING AND SAFETY BARRIERS QAR.

BILL NO. 4
DRAINAGE AND SERVICES DUCTS

BILL NO. 4
DRAINAGE AND SERVICE DUCTS
IA/12-13/DS/002/ST
BILL NO. 4 - DRAINAGE AND SERVICES DUCTS.
STORM WATER DRAINAGE.
Remove exisitng storm water piping and dispose of
as directed to the Engineer.
A 2000 mm diameter pipe. D630 m 931 170.00 330.00 60.00 84.00 56.00 700.00 651,700.00
CLASS I: PIPE WORK - PIPES.
Vitrified clay pipes with flexible spigots and socket
joints in trenches including pipe cutting, jointing of
pipes, excavation, preparation of surfaces, disposal
of excavated material to approve tip off site,
upholding sides of the excavation , backfilling and
compact in layers with suitable materials as detailed
on drawings and in accordance with the
Specifications.
Perforated pipes.
B 300 mm diameter, depth 1.5 - 2.0 m (perforated
combined land drain).
I123.1 m 255
170.00 110.00 340.00 93.00 62.00 775.00 197,625.00
C 300 mm diameter, depth 1.5 - 2.0 m (perforated
parallel land drain).
I123.2 m 50
170.00 110.00 340.00 93.00 62.00 775.00 38,750.00
D 300 mm diameter, depth 2.0 - 2.5 m (perforated
combined land drain). I124.1 m 450 190.00 130.00 340.00 99.00 66.00 825.00 371,250.00
E 300 mm diameter, depth 2.0 - 2.5 m (perforated dual
system). I124.2 m 55 190.00 130.00 340.00 99.00 66.00 825.00 45,375.00
1,304,700.00
AMOUNT (QAR)
CESMM
3 Ref.
UNIT QTY
RATE (QAR)

BILL NO. 4
IA/12-13/DS/002/ST
Labour Plant Materials Overhead Profit Total Rate AMOUNT (QAR)
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
STORM WATER DRAINAGE (CONT'D).
CLASS I: PIPE WORK - PIPES (CONT'D).
Specifications (Cont'd).
Perforated pipes (Cont'd).
A 300 mm diameter, depth 2.5 - 3.0 m (perforated
combined land drain). I125 m 456 210.00 150.00 340.00 105.00 70.00 875.00 399,000.00
B 300 mm diameter, depth 3.0 - 3.5m (perforated
combined land drain). I126.1 m 560 230.00 170.00 340.00 111.00 74.00 925.00 518,000.00
C 300 mm diameter, depth 3.0 - 3.5 m (perforated
parallel land drain). I126.2 m 77 230.00 170.00 340.00 111.00 74.00 925.00 71,225.00
D 300 mm diameter, depth 3.0 - 3.5 m (pertorated dual
system). I126.3 m 62 230.00 170.00 340.00 111.00 74.00 925.00 57,350.00
E 300 mm diameter, depth 3.5 - 4.0 m (perforated
combined land drain). I127.1 m 776 260.00 200.00 340.00 120.00 80.00 1,000.00 776,000.00
F 300 mm diameter, depth 3.5 - 4.0 m (perforated
parallel land drain). I127.2 m 135 260.00 200.00 340.00 120.00 80.00 1,000.00 135,000.00
G 300 mm diameter, depth 4.0 - 4.5 m (perforated
combined land drain). I128.1 m 2,333 290.00 230.00 340.00 129.00 86.00 1,075.00 2,507,975.00
H 300 mm diameter, depth 4.0 - 4.5 m (perforated
parallel land drain). I128.2 m 43 290.00 230.00 340.00 129.00 86.00 1,075.00 46,225.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
A 400 mm diameter, depth 2.5 - 3.0 m (perforated dual
system). I135.1 m 262 240.00 180.00 520.00 141.00 94.00 1,175.00 307,850.00
B 500 mm diameter, depth 2.5 - 3.0 m (perforated dual
system). I135.2 m 256 280.00 200.00 680.00 174.00 116.00 1,450.00 371,200.00
C 600 mm diameter, depth 2.5 - 3.0 m (perforated dual
system). I135.3 m 137 310.00 230.00 900.00 216.00 144.00 1,800.00 246,600.00
D 400 mm diameter, depth 3.0 - 3.5 m (perforated dual
system). I136.1 m 381 280.00 220.00 520.00 153.00 102.00 1,275.00 485,775.00
system). I136.2 m 479 280.00 220.00 520.00 153.00 102.00 1,275.00 610,725.00
F 500 mm diameter, depth 3.0 - 3.5 m (perforated dual
system). I136.3 m 180 310.00 230.00 680.00 183.00 122.00 1,525.00 274,500.00
G 600 mm diameter, depth 3.0 - 3.5 m (perforated dual
system). I136.4 m 159 360.00 260.00 900.00 228.00 152.00 1,900.00 302,100.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
A 400 mm diameter, depth 3.5 - 4.0 m (perforated dual
system). I137.1 m 162 300.00 260.00 520.00 162.00 108.00 1,350.00 218,700.00
B 400 mm diameter, depth 3.5 - 4.0 m (perforated dual
system). I137.2 m 387 300.00 260.00 480.00 156.00 104.00 1,300.00 503,100.00
C 500 mm diameter, depth 3.5 - 4.0 m (perforated dual
system). I137.3 m 50 340.00 260.00 680.00 192.00 128.00 1,600.00 80,000.00
D 500 mm diameter, depth 3.5 - 4.0 m (perforated dual
system). I137.4 m 118 340.00 260.00 680.00 192.00 128.00 1,600.00 188,800.00
system). I137.5 m 37 400.00 280.00 900.00 237.00 158.00 1,975.00 73,075.00
F 600 mm diameter, depth 3.5 - 4.0 m (perforated dual
system). I137.6 m 322 400.00 280.00 900.00 237.00 158.00 1,975.00 635,950.00
G 400 mm diameter, depth 4.0 - 4.5 m (perforated dual
system). I138.1 m 339 330.00 290.00 480.00 165.00 110.00 1,375.00 466,125.00
H 400 mm diameter, depth 4.5 - 5.0 m (perforated dual
system). I138.2 m 190 330.00 290.00 480.00 165.00 110.00 1,375.00 261,250.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Non-perforated pipes.
A 300 mm diameter, depth 1.5 - 2.0 m. I123 m 106 170.00 110.00 260.00 81.00 54.00 675.00 71,550.00
B 300 mm diameter, depth 2.0 - 2.5 m. I124 m 49 190.00 130.00 260.00 87.00 58.00 725.00 35,525.00
C 300 mm diameter, depth 3.0 - 3.5 m. I126 m 46 210.00 150.00 260.00 93.00 62.00 775.00 35,650.00
D 300 mm diameter, depth 3.5 - 4.0 m. I127 m 87 230.00 170.00 260.00 99.00 66.00 825.00 71,775.00
E 300 mm diameter, depth 4.0 - 4.5 m. I128.1 m 60 260.00 200.00 260.00 108.00 72.00 900.00 54,000.00
F 300 mm diameter, depth 4.5 - 5.0 m. I128.2 m 147 290.00 230.00 260.00 117.00 78.00 975.00 143,325.00
G 300 mm diameter, depth 5.0 - 5.5 m. I128.3 m 91 330.00 270.00 260.00 129.00 86.00 1,075.00 97,825.00
H 400 mm diameter, depth 4.0 - 4.5 m. I138.1 m 62 300.00 240.00 420.00 144.00 96.00 1,200.00 74,400.00
J 600 mm diameter, depth 4.0 - 4.5 m. I138.2 m 43 360.00 260.00 760.00 207.00 138.00 1,725.00 74,175.00
K 400 mm diameter, depth 4.5 - 5.0 m. I138.3 m 152 340.00 300.00 420.00 159.00 106.00 1,325.00 201,400.00
L 400 mm diameter, depth 5.0 - 5.5 m. I138.4 m 90 370.00 330.00 420.00 168.00 112.00 1,400.00 126,000.00
M 600 mm diameter, depth 5.0 - 5.5 m. I138.5 m 84 390.00 290.00 760.00 216.00 144.00 1,800.00 151,200.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Non-perforated pipes (Cont'd).
A 400 mm diameter, depth 5.5 - 6.0 m. I138.6 m 96 400.00 360.00 420.00 177.00 118.00 1,475.00 141,600.00
B 500 mm diameter, depth 5.5 - 6.0 m. I138.7 m 139 460.00 380.00 560.00 210.00 140.00 1,750.00 243,250.00
C 600 mm diameter, depth 5.5 - 6.0 m. I138.8 m 98 430.00 330.00 760.00 228.00 152.00 1,900.00 186,200.00
D 800 mm diameter, depth 2.5 - 3.0 m. I145 m 45 400.00 220.00 1,060.00 252.00 168.00 2,100.00 94,500.00
E 800 mm diameter, depth 3.0 - 3.5 m. I146 m 90 440.00 260.00 1,060.00 264.00 176.00 2,200.00 198,000.00
F 800 mm diameter, depth 3.5 - 4.0 m. I147 m 106 500.00 300.00 1,060.00 279.00 186.00 2,325.00 246,450.00
G 600 mm diameter, depth 4.0 - 4.5 m. I148.1 m 47 560.00 340.00 1,060.00 294.00 196.00 2,450.00 115,150.00
H 800 mm diameter, depth 4.0 - 4.5 m. I148.2 m 247 620.00 380.00 1,060.00 309.00 206.00 2,575.00 636,025.00
J 800 mm diameter, depth 4.5 - 5.0 m. I148.3 m 454 680.00 420.00 1,060.00 324.00 216.00 2,700.00 1,225,800.00
K 800 mm diameter, depth 5.0 - 5.5 m. I148.4 m 183 730.00 470.00 1,060.00 339.00 226.00 2,825.00 516,975.00
L 800 mm diameter, depth 5.5 - 6.0 m. I148.5 m 20 790.00 510.00 1,060.00 354.00 236.00 2,950.00 59,000.00
M 800 mm diameter, depth 6.0 - 6.5 m. I148.6 m 97 850.00 550.00 1,060.00 369.00 246.00 3,075.00 298,275.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Non-perforated pipes (Cont'd).
A 1000 mm diameter, depth 2.5 - 3.0 m. I155 m 54 440.00 240.00 2,100.00 417.00 278.00 3,475.00 187,650.00
B 1000 mm diameter, depth 3.0 - 3.5 m. I156 m 125 480.00 260.00 2,100.00 426.00 284.00 3,550.00 443,750.00
C 1000 mm diameter, depth 3.5 - 4.0 m. I157 m 70 530.00 290.00 2,100.00 438.00 292.00 3,650.00 255,500.00
D 1000 mm diameter, depth 4.0 - 4.5 m. I158.1 m 125 580.00 320.00 2,100.00 450.00 300.00 3,750.00 468,750.00
E 1000 mm diameter, depth 4.5 - 5.0 m. I158.2 m 99 640.00 360.00 2,100.00 465.00 310.00 3,875.00 383,625.00
F 1000 mm diameter, depth 5.0 - 5.5 m. I158.3 m 314 700.00 400.00 2,100.00 480.00 320.00 4,000.00 1,256,000.00
G 1000 mm diameter, depth 5.5 - 6.0 m. I158.4 m 281 770.00 450.00 2,100.00 498.00 332.00 4,150.00 1,166,150.00
H 1000 mm diameter, depth 6.0 - 6.5 m. I158.5 m 198 850.00 490.00 2,100.00 516.00 344.00 4,300.00 851,400.00
J 1000 mm diameter, depth 6.5 - 7.0 m. I158.6 m 224 940.00 540.00 2,100.00 537.00 358.00 4,475.00 1,002,400.00
K 1000 mm diameter, depth 7.0 - 7.5 m. I158.7 m 329 1,040.00 600.00 2,100.00 561.00 374.00 4,675.00 1,538,075.00
L 1000 mm diameter, depth 7.5 - 8.0 m. I158.8 m 162 1,140.00 660.00 2,100.00 585.00 390.00 4,875.00 789,750.00
M 1000 mm diameter, depth 9.0 - 9.5 m. I158.9 m 57 1,260.00 740.00 2,100.00 615.00 410.00 5,125.00 292,125.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Reinforced concrete drainage pipes with flexible
spigots and socket joints in trenches including pipe
cutting, jointing of pipes, excavation, preparation of
surfaces, disposal of excavated material to approve
tip off site, upholding sides of the excavation,
backfilling and compact in layers with suitable
materials as detailed on drawings and in accordance
with the specifications.
A 1200 mm diameter, depth 3.5 - 4.0 m. I257 m 215 360.00 540.00 3,000.00 585.00 390.00 4,875.00 1,048,125.00
B 1200 mm diameter, depth 4.0 - 4.5 m. I258.1 m 230 400.00 580.00 3,000.00 597.00 398.00 4,975.00 1,144,250.00
C 1200 mm diameter, depth 4.5 - 5.0 m. I258.2 m 110 440.00 620.00 3,000.00 609.00 406.00 5,075.00 558,250.00
D 1200 mm diameter, depth 5.0 - 5.5 m. I258.3 m 104 480.00 660.00 3,000.00 621.00 414.00 5,175.00 538,200.00
E 1200 mm diameter, depth 5.5 - 6.0 m. I258.4 m 198 530.00 710.00 3,000.00 636.00 424.00 5,300.00 1,049,400.00
F 1200 mm diameter, depth 6.0 - 6.5 m. I258.5 m 127 580.00 760.00 3,000.00 651.00 434.00 5,425.00 688,975.00
G 1200 mm diameter, depth 6.5 - 7.0 m. I258.6 m 131 640.00 820.00 3,000.00 669.00 446.00 5,575.00 730,325.00
H 1200 mm diameter, depth 7.0 - 7.5 m. I258.7 m 431 700.00 880.00 3,000.00 687.00 458.00 5,725.00 2,467,475.00
J 1200 mm diameter, depth 7.5 - 8.0 m. I258.8 m 100 770.00 970.00 3,000.00 711.00 474.00 5,925.00 592,500.00
K 1200 mm diameter, depth 8.0 - 8.5 m. I258.9 m 35 850.00 1,070.00 3,000.00 738.00 492.00 6,150.00 215,250.00
L 1200 mm diameter, depth 9.0 - 9.5 m. I258.10 m 25 940.00 1,180.00 3,000.00 768.00 512.00 6,400.00 160,000.00
M 1200 mm diameter, depth 9.5 - 10.0 m. I258.11 m 73 1,040.00 1,300.00 3,000.00 801.00 534.00 6,675.00 487,275.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
uPVC gully connection pipes in trenches including
pipe cutting, jointing of pipes, excavation,
preparation of surfaces, disposal of excavated
material to approve tip off site, upholding sides of
the excavation, backfilling and compact in layers
with suitable materials as detailed on drawings and
in accordance with the specifications.
A 200 mm diameter, depth not exceeding 1.5 m. I512 m 5,267 110.00 70.00 140.00 48.00 32.00 400.00 2,106,800.00
B 200 mm diameter, depth 1.5 - 2.0 m. I513 m 1,835 125.00 75.00 140.00 51.00 34.00 425.00 779,875.00
CLASS K: PIPE WORK - MANHOLES AND PIPE
WORK ANCILLARIES.
Reinforced concrete manhole complete with heavy
duty double triangular ductile iron cover and frame to
EN 124 class D400 with 675 mm diameter clear
opening and as per QCS 2010 and as shown on
drawings; include for excavation, preparation of
surfaces, disposal of excavated material to approved
tip off site, upholding sides of excavation,
joints,finishes, backfilling and all items of metalwork
as necessary.
C Depth 1.5 - 2.0 m ; internal diameter 1200 mm. K132.1 nr 2 2,860.00 910.00 7,570.00 1,701.00 1,134.00 14,175.00 28,350.00
D Depth 1.5 - 2.0 m ; internal diameter 1500 mm. K132.2 nr 1 3,500.00 1,120.00 9,380.00 2,100.00 1,400.00 17,500.00 17,500.00
E Depth 2.0 - 2.5 m ; internal diameter 1200 mm. K133 nr 3 3,340.00 1,070.00 8,950.00 2,004.00 1,336.00 16,700.00 50,100.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
WORK ANCILLARIES (CONT'D).
as necessary (Cont'd).
A Depth 2.5 - 3.0 m ; internal diameter 1200 mm. K134.1 nr 1 3,850.00 1,230.00 10,300.00 2,307.00 1,538.00 19,225.00 19,225.00
B Depth 2.5 - 3.0 m ; internal diameter 1500 mm. K134.2 nr 16 4,725.00 1,510.00 12,665.00 2,835.00 1,890.00 23,625.00 378,000.00
C Depth 2.5 - 3.0 m ; internal diameter 1800 mm. K134.3 nr 1 5,475.00 1,760.00 14,665.00 3,285.00 2,190.00 27,375.00 27,375.00
D Depth 2.5 - 3.0 m ; internal size 2200 x 2200 mm. K134.4 nr 1 9,775.00 2,935.00 26,390.00 5,865.00 3,910.00 48,875.00 48,875.00
E Depth 3.0 - 3.5 m ; internal diameter 1200 mm. K135.1 nr 3 4,350.00 1,390.00 11,660.00 2,610.00 1,740.00 21,750.00 65,250.00
F Depth 3.0 - 3.5 m ; internal diameter 1500 mm. K135.2 nr 22 5,340.00 1,710.00 14,310.00 3,204.00 2,136.00 26,700.00 587,400.00
G Depth 3.0 - 3.5 m ; internal diameter 1800 mm. K135.3 nr 2 5,560.00 2,100.00 17,020.00 3,702.00 2,468.00 30,850.00 61,700.00
H Depth 3.0 - 3.5 m ; internal size 2200 x 2200 mm. K135.4 nr 3 9,830.00 3,710.00 30,140.00 6,552.00 4,368.00 54,600.00 163,800.00
J Depth 3.5 - 4.0 m ; internal diameter 1200 mm. K136.1 nr 2 4,855.00 1,565.00 13,000.00 2,913.00 1,942.00 24,275.00 48,550.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
C Depth 3.5 - 4.0 m ; internal size 2200 x 2200 mm. K136.4 nr 2 10,870.00 4,110.00 33,340.00 7,248.00 4,832.00 60,400.00 120,800.00
F Depth 4.0 - 4.5 m ; internal diameter 1800 mm. K137.2 nr 4 6,650.00 3,020.00 20,570.00 4,536.00 3,024.00 37,800.00 151,200.00
G Depth 4.0 - 4.5 m ; internal size 2200 x 2200 mm. K137.3 nr 2 11,640.00 3,970.00 37,310.00 7,938.00 5,292.00 66,150.00 132,300.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
B Depth 4.5 - 5.0 m ; internal size 2200 x 2200 mm. K137.7 nr 3 12,650.00 5,750.00 39,120.00 8,628.00 5,752.00 71,900.00 215,700.00
D Depth 5.0 - 5.5 m ; internal diameter 1500 mm. K137.9 nr 7 6,860.00 3,110.00 21,190.00 4,674.00 3,116.00 38,950.00 272,650.00
F Depth 5.0 - 5.5 m ; internal size 2200 x 2200 mm.
K137.11 nr 3 13,660.00 6,210.00 42,250.00 9,318.00 6,212.00 77,650.00 232,950.00
H Depth 5.5 - 6.0 m ; internal diameter 1800 mm. K137.13 nr 4 8,485.00 3,855.00 26,240.00 5,787.00 3,858.00 48,225.00 192,900.00
J Depth 5.5 - 6.0 m ; internal size 2200 x 2200 mm.
K137.14 nr 8 14,670.00 6,670.00 45,380.00 10,008.00 6,672.00 83,400.00 667,200.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
A Depth 5.5 - 6.0 m ; internal size 2400 x 2400 mm. K137.15 nr 2 14,390.00 7,200.00 50,390.00 10,797.00 7,198.00 89,975.00 179,950.00
E Depth 6.5 - 7.0 m ; internal size 2200 x 2200 mm. K137.19 nr 2 15,180.00 7,590.00 53,150.00 11,388.00 7,592.00 94,900.00 189,800.00
F Depth 6.5 - 7.0 m ; internal size 2400 x 2400 mm. K137.20 nr 5 15,955.00 8,590.00 57,275.00 12,273.00 8,182.00 102,275.00 511,375.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Reinforcement concrete manhole complete with
heavy duty double triangular ductile iron cover and
frame to EN 124 class D400 with 675 mm diameter
clear opening and as per QCS 2010 and as shown
on drawings; include for excavation, preparation of
A Depth 7.5 - 8.0 m ; internal size 2200 x 2200 mm. K137.24 nr 4 17,000.00 8,510.00 59,610.00 12,768.00 8,512.00 106,400.00 425,600.00
B Depth 7.5 - 8.0 m ; internal size 2400 x 2400 mm. K137.25 nr 3 17,410.00 10,080.00 64,170.00 13,749.00 9,166.00 114,575.00 343,725.00
E Depth 9.5 - 10.0 m ; internal size 2200 x 2200 mm. K137.28 nr 1 19,150.00 11,390.00 73,000.00 15,531.00 10,354.00 129,425.00 129,425.00
F Depth 9.5 - 10.0 m ; internal size 2400 x 2400 mm.
K137.29 nr 2 20,600.00 12,800.00 77,940.00 16,701.00 11,134.00 139,175.00 278,350.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Construction of concrete outfall chambers with
concrete base, including excavation, backfilling,
disposal of excess material, installation of pipes and
all necessary fittings; complete all in accordance
with drawings and specification.
A Outfalls/ chambers; depth 9.5 - 10 m. K207 nr 1 26,400.00 17,600.00 44,000.00 13,200.00 8,800.00 110,000.00 110,000.00
Polypropylene concrete gullies including removable
basket, frame and cover, pipe fittings, concrete
surrounds, excavation in any material and backflling,
compaction, etc. complete all in accordance with
drawings and specification.
B Single top entry gully. K390.1 nr 281 200.00 90.00 750.00 156.00 104.00 1,300.00 365,300.00
C Double top entry gully. K390.2 nr 122 280.00 150.00 1,050.00 222.00 148.00 1,850.00 225,700.00
Kerb drain including excavation in any materials,
disposal of material in approved tip off site,
preparation of surface, compaction of materials.and
all other related works, complete as detailed on
Drawings and in accordance with the Specifications.
D Kerb drain ; beany blocks model. K400 m 498 260.00 120.00 860.00 186.00 124.00 1,550.00 771,900.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Connections to existing manhole.
A Connect new 1200 mm diameter RCP pipe line to
existing manhole including necessary fittings,
additional excavation and backfilling etc. K855 nr 1 5,160.00 4,300.00 7,740.00 2,580.00 1,720.00 21,500.00 21,500.00
CLASS L: PIPEWORK - SUPPORTS AND
PROTECTION, ANCILLARIES TO LAYING AND
EXCAVATION.
Beds for perforated pipes.
B To 300 mm diameter VCP perforated combined land
drain. L332.1 m 4,828 6.80 3.60 15.20 3.84 2.56 32.00 154,496.00
C To 300 mm diameter VCP perforated drain system. L332.2 m 117 6.80 3.60 15.20 3.84 2.56 32.00 3,744.00
D To 300 mm diameter VCP perforated parallel land L332.3 m 305 6.80 3.60 15.20 3.84 2.56 32.00 9,760.00
E To 400 mm diameter VCP perforated dual system.
L333.1 m 1,658 7.80 4.00 17.00 4.32 2.88 36.00 59,688.00
F To 500 mm diameter VCP perforated dual system.
L333.2 m 554 8.70 4.30 19.00 4.80 3.20 40.00 22,160.00
G To 600 mm diameter VCP perforated dual system.
L333.3 m 617 9.60 4.80 20.80 5.28 3.52 44.00 27,148.00
298,496.00CARRIED TO COLLECTION QAR.

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
EXCAVATION (CONT'D).
Beds for non-perforated pipes.
A To 300 mm diameter VCP pipe. L332 m 586 5.30 2.60 9.70 2.64 1.76 22.00 12,892.00
B To 400 mm diameter VCP pipe. L333.1 m 942 6.20 3.10 11.50 3.12 2.08 26.00 24,492.00
C To 500 mm diameter VCP pipe. L333.2 m 190 7.00 3.50 12.70 3.48 2.32 29.00 5,510.00
D To 600 mm diameter VCP pipe. L333.3 m 309 7.70 3.80 14.10 3.84 2.56 32.00 9,888.00
E To 800 mm diameter VCP pipe. L334 m 1,243 9.10 4.60 16.70 4.56 3.04 38.00 47,234.00
F To 1000 mm diameter VCP pipe. L335.1 m 2,038 10.80 5.40 19.00 5.28 3.52 44.00 89,672.00
G To 1200 mm diameter VCP pipe. L335.2 m 1,778 12.20 6.10 22.50 6.12 4.08 51.00 90,678.00
H To 1000 mm diameter VCP pipe (Concrete cradle). L345.1 m 227 320.00 80.00 600.00 150.00 100.00 1,250.00 283,750.00
J To 1200 mm diameter VCP pipe (Concrete cradle). L345.2 m 73 380.00 100.00 800.00 192.00 128.00 1,600.00 116,800.00
K To 1000 mm diameter VCP pipe (Reinforced
concrete cradle). L355 m 1,415 360.00 80.00 780.00 183.00 122.00 1,525.00 2,157,875.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Surrounds to perforated pipes.
A To 300 mm diameter VCP perforated combined land
drain. L532.1 m 4,828 22.10 11.00 40.50 11.04 7.36 92.00 444,176.00
B To 300 mm diameter VCP perforated dual system.
L532.2 m 117 22.10 11.00 40.50 11.04 7.36 92.00 10,764.00
C To 300 mm diameter VCP perforated parallel land
drain. L532.3 m 305 22.10 11.00 40.50 11.04 7.36 92.00 28,060.00
D To 400 mm diameter VCP perforated dual system.
L533.1 m 1,658 27.40 13.70 50.10 13.68 9.12 114.00 189,012.00
E To 500 mm diameter VCP perforated dual system.
L533.2 m 554 32.20 16.10 58.90 16.08 10.72 134.00 74,236.00
F To 600 mm diameter VCP perforated dual system.
L533.3 m 617 38.00 19.00 69.40 18.96 12.64 158.00 97,486.00
G To 800 mm diameter VCP pipe. L534 m 1,243 49.40 24.70 90.70 24.72 16.48 206.00 256,058.00
H To 1000 mm diameter VCP pipe. L535.1 m 2,038 62.40 31.20 114.40 31.20 20.80 260.00 529,880.00
J To 1200 mm diameter RCP pipe. L535.2 m 1,778 75.60 37.80 138.60 37.80 25.20 315.00 560,070.00
K To 200 mm diameter uPVC gully connection pipe
(Concrete surround). L541 m 7,102 30.00 14.00 116.00 24.00 16.00 200.00 1,420,400.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
Surrounds to non-perforated pipes.
A To 300 mm diameter VCP pipe. L532 m 586 16.20 8.20 30.00 8.16 5.44 68.00 39,848.00
B To 400 mm diameter VCP pipe. L533.1 m 942 20.00 10.00 36.40 9.96 6.64 83.00 78,186.00
C To 500 mm diameter VCP pipe. L533.2 m 190 23.50 11.80 43.10 11.76 7.84 98.00 18,620.00
D To 600 mm diameter VCP pipe. L533.3 m 309 27.60 13.80 50.60 13.80 9.20 115.00 35,535.00
E To 800 mm diameter VCP pipe. L534 m 1,243 36.00 18.00 66.00 18.00 12.00 150.00 186,450.00
F To 1000 mm diameter VCP pipe. L535.1 m 2,038 45.60 22.80 83.60 22.80 15.20 190.00 387,220.00
G To 1200 mm diameter RCP pipe. L535.2 m 1,778 55.30 27.70 101.00 27.60 18.40 230.00 408,940.00
H To 200 mm diameter uPVC pipe gulley connection
pipe (concrete surround). L541 m 7,102 30.00 14.00 116.00 24.00 16.00 200.00 1,420,400.00
CLASS X: MISCELLANEOUS WORK.
J Allow for testing and commissioning to the storm
water drainage system. X900 Sum 1 325,000.00 186,000.00 417,000.00 139,200.00 92,800.00 1,160,000.00 1,160,000.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
FOUL SEWER.
Remove existing foul sewer piping and dispose of as
directed by the Engineer.
A Existing foul sewer gravity pipes. D600.1 m 5,026 28.00 24.00 8.00 9.00 6.00 75.00 376,950.00
B Existing foul sewer rising pipes. D600.2 m 3,627 28.00 24.00 8.00 9.00 6.00 75.00 272,025.00
CLASS I: PIPEWORKS - PIPES.
Ductile iron rising pipes in trenches including pipe
tip off-site, upholding sides of the excavation,
with the specifications.
C 300 mm diameter, depth not exceeding 1.5 m. I322 m 85 230.00 164.00 310.00 105.60 70.40 880.00 74,800.00
D 300 mm diameter, depth 2.0 - 2.5 m. I324 m 100 242.00 172.00 310.00 108.60 72.40 905.00 90,500.00
E 300 mm diameter, depth 2.5 - 3.0 m. I325 m 203 260.00 182.00 310.00 112.80 75.20 940.00 190,820.00
F 300 mm diameter, depth 3.0 - 3.5 m. I326 m 520 280.00 190.00 310.00 117.00 78.00 975.00 507,000.00
G 300 mm diameter, depth 3.5 - 4.0 m. I327 m 257 298.00 200.00 310.00 121.20 80.80 1,010.00 259,570.00
H 300 mm diameter, depth 5.0 - 5.5 m. I328.1 m 5 346.00 240.00 310.00 134.40 89.60 1,120.00 5,600.00
J 300 mm diameter, depth 5.5 - 6.0 m. I328.2 m 29 396.00 270.00 310.00 146.40 97.60 1,220.00 35,380.00
K 300 mm diameter, depth 6.0 - 6.5 m. I328.3 m 62 456.00 310.00 310.00 161.40 107.60 1,345.00 83,390.00

BILL NO. 4
IA/12-13/DS/002/ST
CESMM
3 Ref.
UNIT QTY
RATE (QAR)
FOUL SEWER (CONT'D).
CLASS I: PIPEWORKS - PIPES (CONT'D).
Ductile iron rising pipes in trenches including pipe
tip off-site, upholding sides of the excavation,
with the specifications (Cont'd).
A 2 Nos. 400 mm diameter, depth 2.0 - 2.5 m. I334 m 9 520.00 320.00 900.00 261.00 174.00 2,175.00 19,575.00
B 2 Nos. 400 mm diameter, depth 3.0 - 3.5 m. I336 m 100 590.00 370.00 900.00 279.00 186.00 2,325.00 232,500.00
C 2 Nos. 700 mm diameter, laying on pipe bridge. I341 m 45 720.00 580.00 2,100.00 510.00 340.00 4,250.00 191,250.00
D 2 Nos. 700 mm diameter, depth not exceeding 1.5
m. I342 m 14 720.00 580.00 2,100.00 510.00 340.00 4,250.00 59,500.00
E 2 Nos. 700 mm diameter, depth 2.5 - 3.0 m. I345 m 88 800.00 640.00 2,100.00 531.00 354.00 4,425.00 389,400.00
F 2 Nos. 700 mm diameter, depth 3.0 - 3.5 m. I346.1 m 114 860.00 680.00 2,100.00 546.00 364.00 4,550.00 518,700.00
G 2 Nos. 800 mm diameter, depth 3.0 - 3.5 m. I346.2 m 17 920.00 740.00 2,100.00 564.00 376.00 4,700.00 79,900.00
H 2 Nos. 700 mm diameter, depth 3.5 - 4.0 m. I347 m 293 980.00 800.00 2,100.00 582.00 388.00 4,850.00 1,421,050.00
J 2 Nos. 700 mm diameter, depth 4.0 - 4.5 m. I348.1 m 17 1,050.00 870.00 2,100.00 603.00 402.00 5,025.00 85,425.00
K 2 Nos. 700 mm diameter, depth 4.5 - 5.0 m. I348.2 m 341 1,120.00 920.00 2,100.00 621.00 414.00 5,175.00 1,764,675.00
L 2 Nos. 700 mm diameter, depth 5.0 - 5.5 m. I348.3 m 139 1,200.00 980.00 2,100.00 642.00 428.00 5,350.00 743,650.00

DD STAGE COST ESTIMATE SECTION 1 (J102) (1)

DD STAGE COST ESTIMATE SECTION 1 (J102) (1)

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