dd stage cost estimate section 1 (j102) (1)

0 08-Feb-15 For Review DGJ CDM Smith KBR AshghalRev 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 ESTIMATESECTION 1 (J102)

PREAMBLES

FINANCIAL SUBMISSION SECTION G - BILLS OF QUANTITIES PREAMBLES

IA/12-13/DS/002/ST 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.



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



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.



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



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.



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.



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.



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.



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.



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.



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.



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.



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.



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.



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.



UTILITIES (CONT’D). 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.



UTILITIES (CONT’D). 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.

BILL NO. 1

GENERAL ITEMS

FINANCIAL SUBMISSIONSECTION G - BILLS OF QUANTITIES

BILL NO. 1GENERAL 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 ofTemporary Accommodations as per QCS 2010Section 1. Sum -

B Principal Offices/Site Facilities for the Engineer inaccordance with QCS 2010 Section 1 Part 11comprising 1 No. Type 3 office, including car parkingfacilities and utility connections, photocopier,measuring and recording equipment, stationerysupplies, safety equipment and clothing, telephonesand facsimile machine etc. complete. A211 Sum

Included in Page G1/11

C Allow for providing Contractor's site facilities inaccordance with QCS 2010 Section 1 Part 12,including buildings (offices and messes), fabricationareas, materials storage areas, power, water,lighting, heating and temporary roads, parking areasand refuse disposal areas. A311 Sum -

Health and safety.

D Allow for providing Health and Safety plans,personnel and equipment in accordance with QCS2010 Section 1 Part 10 and Section 11. A290.1 Sum -

Green Construction.

E Allow for all the required works in accordance withQCS 2010 Section 11. A290.2 Sum -

0CARRIED TO COLLECTION QAR.

AMOUNT (QAR)ITEM ITEM DESCRIPTION CESMM3

Ref. UNIT QTY RATE (QAR)




Labour Plant Materials Overhead Profit Total RateAMOUNT

(QAR)ITEM ITEM DESCRIPTION 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 oftemporary diversion for traffic at locations proposedby the contractor , in accordance with QCS 2010Section 1 ; Part 16. A351 Sum -

Temporary pavement.

E Allow for providing, maintaining and removal oftemporary pavement for the diversion of trafficincluding earthworks, road base, prime and tackcoat, bituminous asphalt concrete base course andwearing course. A271.4 Sum


Speed Cameras - Temporary Automatic Speed Camera System for the enforcement of mandatory speed limits at roadworks.

F Installation of temporary automatic speed camerasystem for the enforcement of mandatory speedlimits at roadworks. A279.1 Sum -

G Maintenance of temporary automatic speed systemfor the enforcement of mandatory speed limit at roadworks. A279.2 Day -

H Removal of temporary automatic speed system forthe enforcement of mandatory speed limit at roadworks. A279.3 Sum -








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 (2No.). A221.3 Sum -

D Maintenance of Heavy Type vehicles. A221.4 Vehicle day -

Temporary concrete barriers.

E Allow for the provision of Temporary ConcreteBarriers in different locations of the project for themaintenance of traffic and for delivering and storingto Infrastructures Affairs off site store at the end ofContract period as directed by the Engineer. A279.4 Sum


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 TemporaryWorks, protetion against damage and providewatching and lighting for the protection of the public,protection against damage, theft, trespass and otherworks in accordance with QCS 2010 Section 1 part4. A290.3 Sum -








Temporary access roads.

A Allow for providing and maintaining of temporaryaccess roads to the site in accordance with QCS2010 Section 1 Clause 3.2. A273 Sum -

Temporary fencing.

B Allow for the provision of temporary fencing includinggates for diversion roads in accordance with QCS2010 Section 6 Clause 1.6. A279.5 Sum


Setting out the Works.

C Allow for setting out the works in accordance with the General Conditions of Contract Clause 17 and withQCS 2010 Section 1 Part 13 and Section 6 Clause1.2.3. A290.4 Sum -

Photographs.

D Allow for providing photographs in accordance withQCS 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 inaccordance with QCS 2010 Section 1 Clause 12.3. A290.6 nr -








Standards.

A Allow for providing to the Engineer copies of allstandards and codes of practice applicable to theworks in accordance with QCS 2010 Section 1Clause 1.3 and Section 6 Clause 1.9. A229.1 Sum -

Digital Camera.

B Allow for providing a digital camera for the use of theEngineer in accordance with QCS 2010 Section 1Clause 7.9. A239 Sum -

Cleaning of the Works.

C Allow for cleaning the works on completion inaccordance with QCS 2010 Section 1 Part 20. A290.7 Sum


Re-creation of Benchmarks.

D Allow for the re-creation of benchmarks andmonuments and the establishment of permanentmonuments in accordance with QCS 2010 Section 6Clause 1.2. A290.8 Sum -

Record Drawings.

E Allow for providing as-built record Drawings inaccordance with QCS 2010 Section 1 Clause 7.10. A290.9 Sum -

F Allow for providing as-built survey Drawings inaccordance with QCS 2010 Section 1 Clause 7.10. A290.10 Sum -








Provision of Instruments and Chainman for the Engineer's Representative.

A Allow for providing Instruments for Engineer'sRepresentative in accordance with QCS 2010Section 1 Clauses 11.4. A233 Sum -

B Allow for providing Chainman for Engineer'sRepresentative in accordance with QCS 2010Section 1 Clauses 11.5. A242 day -

Temporary Fencing.

C Allow for providing temporary fencing in accordancewith QCS 2010 Section 6 Clause 1.6. A279.6 Sum


Coordination with Others Contractors.

D Allow for coordinating with other contractors,including providing access, in accordance with QCS2010 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 otherauthorities in accordance with QCS 2010 Section 1Part 19. A290.13 Sum -








Quality Assurance Plans, Personnel and Records.

A Allow for providing Quality Assurance plans,personnel and records in accordance with QCS2010 Section 1 Part 8. A290.14 Sum -

Temporary Controls for Protecting the Works and the Environment.

B Allow for temporary controls for protecting the Worksand the environment in accordance with the Ministryof Environment requirements and QCS 2010 Section1 Part 15, including construction cleaning, control ofdust, noise and pollution, avoidance of nuisance andtrespass and temporary drainage. A279.7 Sum


Keeping the Site and Equipment Clean.

C Allow for keeping the site and equipment clean inaccordance with QCS 2010 Section 1 Clause 2.3. A290.15 Sum -

Protection of the Works, Other Works, Watching and Lighting.

D Allow for protection of the Works, protection of otherworks, watching and lighting in accordance with QCS2010 Section 1 Part 4. A290.16 Sum -








Testing of Materials.

A Allow for the testing of materials as directed by theEngineer in accordance with QCS 2010 Section 1Clause 9.3 and Section 6 Clause 1.4. A250 Sum -

Relation to Utility Services.

B Allow for works in relation to utility services inaccordance with QCS 2010 Section 6 Part 11 as wellas other relevant sections including notifications,marking services, verifying the location of existingservices, protection of services, getting buildingpermits, relocation of services, and complying withthe particular requirements of the utility owners. A290.17 Sum


Superintendence.

C Allow for providing all necessary superintendence inaccordance with General Conditions of ContractClause 15. A371 Sum -

Detailed Program of Works.

D Allow for providing and maintaining a detailedprogram of the works in accordance with GeneralConditions of Contract Clause 14. A290.18 Sum -








Obligation and Liabilities.

A Allow for all obligations and liabilities in complyingwith the General and Particluar Conditions ofContract as set out in these Documents, and notspecially referred to in the above items. A290.19 Sum -

Complying with Specifications.

B Allow for complying with every requirement of theSpecification, including the General Specification,incorporating the Qatar Construction Specification(QCS 2010), that is relevant to the type of workwithin this Contract, and the Project Specificationthat is not specially referred to in the above items. A290.21 Sum


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 -







Special Provisions.

A The Contractor shall describe and price below theitems necessary for the completion of the work asdescribed in the Specification or shown on thedrawings and for which special provision is requiredand which are not covered by the rates in the Bill ofQuantities.

(i) …………………………………………………

(ii) …………………………………………………

(iii) …………………………………………………

(iv) …………………………………………………

(v) …………………………………………………

(vi) …………………………………………………

(vii) …………………………………………………

(viii) ……………………………………………….


CARRIED TO COLLECTION 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

125,500,000 TOTAL FOR BILL NO. 1 - GENERAL ITEMS QAR.

BILL NO. 2

SITE CLEARANCE


BILL NO. 2 SITE CLEARANCE



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 107m² 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 educationalbuilding (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 300mm 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 lightingcolumns 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

8,467,060.00 CARRIED TO COLLECTION QAR.

AMOUNT (QAR) ITEM ITEM DESCRIPTION CESMM3

Ref. UNIT QTY

RATE (QAR)


BILL NO. 2 SITE CLEARANCE


Labour Plant Materials Overhead Profit Total Rate AMOUNT

(QAR) ITEM ITEM DESCRIPTION CESMM3 Ref. UNIT QTY

RATE (QAR)

Collection

G 2/1 8,467,060.00

8,467,060.00 TOTAL FOR BILL NO. 2 - SITE CLEARENCE QAR.

BILL NO. 3

FENCING AND SAFETY BARRIERS


BILL NO. 3FENCING AND SAFETY BARRIERS



BILL NO. 3 - FENCING AND SAFETY BARRIERS.

CLASS G: CONCRETE ANCILLARIES.

Concrete Accessories.

A Penetrating low viscosity silane siloxane protectivecoating to surface of precast concrete safetybarriers; 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 includingconcrete bedding (minimum 250 mm), joints,transitions, aesthetics/architectural design; height810 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 levelsincluding 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


Ref. UNIT QTYRATE (QAR)







RATE (QAR)

CLASS X: MISCELLANEOUS WORK.

Guard Rails.

A Single sided steel guardrail system procured from anapproved manufacturer; installing as shown ondrawing EXW-P009-0001-CS-CDM-DG-90000-012and 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 shownon Drawing EXW-P009-0001-CS-CDM-DG-90000-005 and other related drawings; 815 mm high fromfinished 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







RATE (QAR)

Collection

G 3/1 8,924,050.00

G 3/2 1,773,400.00

10,697,450.00 TOTAL FOR BILL NO. 3 - FENCING AND SAFETY BARRIERS QAR.

BILL NO. 4

DRAINAGE AND SERVICES DUCTS


BILL NO. 4DRAINAGE AND SERVICE DUCTS

IA/12-13/DS/002/STAL FUROSIYA STREET, P009 - 0001 SECTION 1 (J102) G4/1


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 (perforatedparallel 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) ITEM ITEM DESCRIPTION CESMM

3 Ref. UNIT QTY RATE (QAR)





Labour Plant Materials Overhead Profit Total Rate AMOUNT (QAR) ITEM ITEM DESCRIPTION CESMM


STORM WATER DRAINAGE (CONT'D).

CLASS I: PIPE WORK - PIPES (CONT'D).

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 (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 (perforatedparallel 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











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

E 400 mm diameter, depth 3.0 - 3.5 m (perforated dual 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











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

E 600 mm diameter, depth 3.5 - 4.0 m (perforated dual 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










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










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










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


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









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


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









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








CLASS K: PIPE WORK - MANHOLES AND PIPE WORK ANCILLARIES (CONT'D).

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 (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












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




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













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




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










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












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 surfaces, disposal of excavated material to approved tip off site, upholding sides of excavation, joints,finishes, backfilling and all items of metalwork as necessary (Cont'd).

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









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









Connections to existing manhole.

A Connect new 1200 mm diameter RCP pipe line toexisting 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

298,496.00 CARRIED TO COLLECTION QAR.







CLASS L: PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND 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 (Reinforcedconcrete cradle). L355 m 1,415 360.00 80.00 780.00 183.00 122.00 1,525.00 2,157,875.00









Surrounds to perforated pipes.

A To 300 mm diameter VCP perforated combined landdrain. 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 landdrain. 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









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 connectionpipe (concrete surround). L541 m 7,102 30.00 14.00 116.00 24.00 16.00 200.00 1,420,400.00


J Allow for testing and commissioning to the stormwater 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







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 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.

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


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



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







FOUL SEWER (CONT'D).

CLASS I: PIPEWORKS - PIPES (CONT'D).

Ductile iron rising 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 (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 1.5m. 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









Ductile iron rising 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 (Cont'd).

A 2 Nos. 700 mm diameter, depth 5.5 - 6.0 m. I348.4 m 68 1,260.00 1,040.00 2,100.00 660.00 440.00 5,500.00 374,000.00

B 2 Nos. 700 mm diameter, depth 6.0 - 6.5 m. I348.5 m 54 1,330.00 1,110.00 2,100.00 681.00 454.00 5,675.00 306,450.00

C 2 Nos. 700 mm diameter, depth 6.5 - 7.0 m. I348.6 m 13 1,400.00 1,180.00 2,100.00 702.00 468.00 5,850.00 76,050.00

D 2 Nos. 700 mm diameter, depth 7.0 - 7.5 m. I348.7 m 5 1,480.00 1,280.00 2,100.00 729.00 486.00 6,075.00 30,375.00

GRP pipes with flexible spigots and socket joints, in trenches including excavation in any materials, backfilling, compaction, removal of surplus materials, reinstatement of surfaces etc as detailed on drawings and specifications.

E 300 mm diameter, depth 1.5 - 2.0 m. I623 m 618 160.00 100.00 340.00 90.00 60.00 750.00 463,500.00

F 300 mm diameter, depth 2.0 - 2.5 m. I624 m 485 180.00 100.00 340.00 93.00 62.00 775.00 375,875.00

G 300 mm diameter, depth 4.0 - 4.5 m. I628.1 m 31 240.00 140.00 340.00 108.00 72.00 900.00 27,900.00

H 300 mm diameter, depth 4.5 - 5.0 m. I628.2 m 118 280.00 160.00 340.00 117.00 78.00 975.00 115,050.00









GRP pipes with flexible spigots and socket joints, in trenches including excavation in any materials, backfilling, compaction, removal of surplus materials, reinstatement of surfaces etc as detailed on drawings and specifications (Cont'd).




D 300 mm diameter, depth 6.5 - 7.0 m. I628.6 m 88 420.00 260.00 340.00 153.00 102.00 1,275.00 112,200.00


F 1200 mm diameter, depth 6.0 - 6.5 m. I658.2 m 155 730.00 530.00 2,260.00 528.00 352.00 4,400.00 682,000.00












A 1200 mm diameter, depth 7.5 - 8.0 m. I658.5 m 565 970.00 710.00 2,260.00 591.00 394.00 4,925.00 2,782,625.00

B 1400 mm diameter, depth 2.5 - 3.0 m. I664 m 155 550.00 390.00 3,200.00 621.00 414.00 5,175.00 802,125.00

C 1400 mm diameter, depth 3.0 - 3.5 m. I666 m 480 610.00 430.00 3,200.00 636.00 424.00 5,300.00 2,544,000.00

D 1400 mm diameter, depth 3.5 - 4.0 m. I667 m 439 680.00 480.00 3,200.00 654.00 436.00 5,450.00 2,392,550.00

E 1800 mm diameter, depth 4.0 - 4.5 m. I678.1 m 237 960.00 680.00 5,100.00 1,011.00 674.00 8,425.00 1,996,725.00

F 1800 mm diameter, depth 4.5 - 5.0 m. I678.2 m 311 1,060.00 760.00 5,100.00 1,038.00 692.00 8,650.00 2,690,150.00

G 1800 mm diameter, depth 5.0 - 5.5 m. I678.3 m 581 1,170.00 850.00 5,100.00 1,068.00 712.00 8,900.00 5,170,900.00








CLASS J: PIPEWORKS - FITTINGS AND

Ductile iron fittings as specified.

A 150 mm nominal diameter bend. J311.1 nr 2 84.00 58.00 498.00 96.00 64.00 800.00 1,600.00

B 200 mm nominal diameter bend. J311.2 nr 4 98.00 68.00 790.00 143.40 95.60 1,195.00 4,780.00

C 300 mm nominal diameter bend. J312 nr 11 160.00 110.00 1,650.00 288.00 192.00 2,400.00 26,400.00

D 400 mm nominal diameter bend. J313 nr 2 230.00 140.00 2,670.00 456.00 304.00 3,800.00 7,600.00

E 700 mm nominal diameter bend. J314.1 nr 2 620.00 340.00 6,700.00 1,149.00 766.00 9,575.00 19,150.00

F 800 mm nominal diameter bend. J314.2 nr 2 700.00 400.00 8,400.00 1,425.00 950.00 11,875.00 23,750.00

G 200 mm nominal diameter tee. J321 nr 1 160.00 120.00 2,000.00 342.00 228.00 2,850.00 2,850.00

H 300 mm nominal diameter tee. J322 nr 4 190.00 120.00 2,250.00 384.00 256.00 3,200.00 12,800.00

J 700 mm nominal diameter tee. J324 nr 10 600.00 440.00 11,000.00 1,806.00 1,204.00 15,050.00 150,500.00

K 150 mm diameter flanged spigot pipe. J381.1 nr 4 80.00 20.00 680.00 117.00 78.00 975.00 3,900.00

L 200 mm diameter flanged spigot pipe. J381.2 nr 2 105.00 35.00 920.00 159.00 106.00 1,325.00 2,650.00

M 200 mm diameter double flanged pipe. J381.3 nr 1 105.00 35.00 920.00 159.00 106.00 1,325.00 1,325.00

N 200 mm diameter double flanged pipe with puddle flange. J381.4 nr 1 200.00 60.00 1,620.00 282.00 188.00 2,350.00 2,350.00

P 300 mm diameter double spigot rocker pipe. J382 nr 12 140.00 60.00 1,200.00 210.00 140.00 1,750.00 21,000.00








CLASS J: PIPEWORKS - FITTINGS AND VALVES (CONT'D).

Ductile iron fittings as specified (Cont'd).

A 400 mm diameter double spigot rocker pipe. J383 nr 6 220.00 90.00 1,930.00 336.00 224.00 2,800.00 16,800.00

B 700 mm diameter double flanged pipe. J384.1 nr 11 380.00 140.00 3,460.00 597.00 398.00 4,975.00 54,725.00

C 900 mm diameter double spigot rocker pipe. J384.2 nr 16 600.00 240.00 5,120.00 894.00 596.00 7,450.00 119,200.00

D 900 mm diameter flanged spigot pipe with puddle J384.3 nr 6 640.00 240.00 5,600.00 972.00 648.00 8,100.00 48,600.00

DI valves including extension spindles (where necessary) as shown on drawings and in accordence with specificatoins.

E 150 mm diameter gate valve. J811.1 nr 2 390.00 130.00 4,800.00 798.00 532.00 6,650.00 13,300.00

F 200 mm diameter gate valve. J811.2 nr 2 615.00 205.00 7,380.00 1,230.00 820.00 10,250.00 20,500.00

G 300 mm diameter gate valve. J812 nr 2 930.00 310.00 11,160.00 1,860.00 1,240.00 15,500.00 31,000.00

H 400 mm diameter butterfly valve. J843 nr 2 1,110.00 370.00 13,300.00 2,217.00 1,478.00 18,475.00 36,950.00

J 700 mm diameter butterfly valve. J844.1 nr 12 2,180.00 720.00 24,900.00 4,170.00 2,780.00 34,750.00 417,000.00

K 800 mm diameter butterfly valve. J844.2 nr 2 2,600.00 920.00 29,800.00 4,998.00 3,332.00 41,650.00 83,300.00

L Air valve on 300 mm diameter pipe. J862 nr 2 110.00 20.00 1,330.00 219.00 146.00 1,825.00 3,650.00

M Air valve on 700 mm diameter pipe. J864 nr 6 230.00 40.00 2,650.00 438.00 292.00 3,650.00 21,900.00

N 150 mm diameter flap valve. J891.1 nr 2 450.00 130.00 5,400.00 897.00 598.00 7,475.00 14,950.00

P 200 mm diameter flap valve. J891.2 nr 1 660.00 200.00 7,900.00 1,314.00 876.00 10,950.00 10,950.00








CLASS K: PIPEWORK MANHOLES AND PIPEWORK ANCILLARIES.

Reinforced concrete manhole complete with heavy duty double trainagular ductile iron cover and frame to EN 124 class D400 with 675 diameter clear opening as per QCS 2010, including excavation, preparation of surfaces, disposal of excavated material to approved tip off site, upholding sides of excavation, joints,finishes, backfilling and all item of metal work as necessary.

A Depth 1.5 - 2.0 m ; internal diameter 1200 mm. K142 nr 9 3,080.00 1,020.00 9,560.00 2,049.00 1,366.00 17,075.00 153,675.00

B Depth 2.0 - 2.5 m ; internal diameter 1200 mm. K143 nr 10 3,660.00 1,220.00 11,380.00 2,439.00 1,626.00 20,325.00 203,250.00



E Depth 3.0 - 3.5 m ; internal diameter 2400 mm. K145 nr 1 11,600.00 3,870.00 36,110.00 7,737.00 5,158.00 64,475.00 64,475.00





K Depth 4.0 - 4.5 m ; internal diameter 2700 mm. K147.3 nr 1 15,820.00 5,280.00 49,220.00 10,548.00 7,032.00 87,900.00 87,900.00








CLASS K: PIPEWORK MANHOLES AND PIPEWORK ANCILLARIES (CONT'D).

Reinforced concrete manhole complete with heavy duty double trainagular ductile iron cover and frame to EN 124 class D400 with 675 diameter clear opening as per QCS 2010, including excavation, preparation of surfaces, disposal of excavated material to approved tip off site, upholding sides of excavation, joints,finishes, backfilling and all item of metal work as necessary (Cont'd).










K Depth 7.5 - 8.0 m ; internal diameter 2400 mm. K147.13 nr 7 19,410.00 11,540.00 73,930.00 15,732.00 10,488.00 131,100.00 917,700.00









Valve chambers.

Reinforced concrete valve chambers complete with heavy duty ductile iron manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.

A Depth 2.5 - 3.0 m; internal size: 2550 x 2010 mm.K234.1 nr 1 9,400.00 3,760.00 33,860.00 7,053.00 4,702.00 58,775.00 58,775.00

B Depth 2.5 - 3.0 m; internal size: 3050 x 3000 mm.K234.2 nr 1 10,640.00 4,260.00 38,320.00 7,983.00 5,322.00 66,525.00 66,525.00

C Depth 4.0 - 4.5 m; internal size: 3000 x 2850 mm.K237.1 nr 1 13,050.00 5,490.00 50,160.00 10,305.00 6,870.00 85,875.00 85,875.00

D Depth 4.5 - 5.0 m; internal size: 2550 x 2010 mm.K237.2 nr 1 13,170.00 5,890.00 50,240.00 10,395.00 6,930.00 86,625.00 86,625.00

E Depth 5.0 - 5.5 m; internal size: 3000 x 2250 mm.K237.3 nr 1 13,050.00 6,520.00 52,890.00 10,869.00 7,246.00 90,575.00 90,575.00









Dual air valve chambers.

Reinforced concrete dual air valve chambers complete with aluminium cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.

A Depth not exceeding 1.5 m; internal size: 1800 x1400 mm. K231.1 nr 1 3,620.00 1,320.00 11,520.00 2,469.00 1,646.00 20,575.00 20,575.00

B Depth not exceeding 1.5 m; internal size: 3000 x2850 mm. K231.2 nr 1 7,570.00 2,840.00 27,450.00 5,679.00 3,786.00 47,325.00 47,325.00

C Depth 2.5 - 3.0 m; internal size: 1800 x 1400 mm. K234 nr 1 5,440.00 2,180.00 19,620.00 4,086.00 2,724.00 34,050.00 34,050.00

D Depth 3.5 - 4.0 m; internal size: 3000 x 2850 mm. K236 nr 1 13,160.00 5,890.00 50,230.00 10,392.00 6,928.00 86,600.00 86,600.00

E Depth 4.5 - 5.0 m; internal size: 3000 x 2850 mm. K237 nr 1 15,140.00 6,550.00 60,150.00 12,276.00 8,184.00 102,300.00 102,300.00









Washout chambers.

Reinforced concrete washout chambers complete with heavy duty ductile iron cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.

A Depth 4.0 - 4.5 m; internal size: 1500 x 1500 mm. K237.1 nr 1 5,110.00 4,810.00 50,240.00 9,024.00 6,016.00 75,200.00 75,200.00

B Depth 6.0 - 6.5 m; internal size: 1500 x 1500 mm. K237.2 nr 1 15,040.00 7,520.00 61,000.00 12,534.00 8,356.00 104,450.00 104,450.00

C Depth 6.0 - 6.5 m; internal size: 3400 x 2350 mm. K237.3 nr 1 20,810.00 11,290.00 86,800.00 17,835.00 11,890.00 148,625.00 148,625.00









Discharge chambers.

Reinforced concrete discharge chambers complete with heavy duty ductile iron double triangular manhole cover and frame as shown and detailed on Drawings including excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.












Flow diversion chambers.

Renforced concrete flow diversion chambers complete with heavy duty ductile iron double triangular manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.











Connections to existing pipe.

A Connect new 300 mm diameter pipe line to existingrising main line including necessary fittings,additional excavation and backfilling etc. K862.1 nr 1 1,740.00 1,160.00 3,100.00 900.00 600.00 7,500.00 7,500.00

B Connect new 300 mm diameter GRP pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K862.2 nr 7 1,740.00 1,160.00 2,800.00 855.00 570.00 7,125.00 49,875.00

C Connect new 2 Nos. 400 mm diameter DI pipe linesto existing pipe lines including necessary fittings,additional excavation and backfilling etc. K863 nr 1 2,020.00 1,340.00 3,700.00 1,059.00 706.00 8,825.00 8,825.00

D Connect new 2 Nos. 700 mm diameter DI pipe linesto existing pipe line including necessary fittings,additional excavation and backfilling etc. K864 nr 1 2,800.00 1,900.00 5,800.00 1,575.00 1,050.00 13,125.00 13,125.00

E Connect new 1200 mm diameter DI pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K865.1 nr 1 3,980.00 2,300.00 14,000.00 3,042.00 2,028.00 25,350.00 25,350.00

F Connect new 1200 mm diameter GRP pipe line torising main line including necessary fittings,additional excavation and backfilling etc. K865.2 nr 1 3,200.00 2,300.00 8,600.00 2,115.00 1,410.00 17,625.00 17,625.00

G Connect new 1800 mm diameter GRP pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K867 nr 1 4,200.00 2,800.00 11,000.00 2,700.00 1,800.00 22,500.00 22,500.00









Beds.

A To 300 mm diameter GRP pipe. L332.1 m 1,405 3.60 1.80 6.60 1.80 1.20 15.00 21,075.00

B To 300 mm diameter DI pipe. L332.2 m 1,146 3.60 1.80 6.60 1.80 1.20 15.00 17,190.00

C To 2 Nos. 700 mm diameter DI pipe. L334.1 m 900 15.50 7.70 28.00 7.68 5.12 64.00 57,600.00

D To 2 Nos. 800 mm diameter DI pipe. L334.2 m 17 16.90 8.50 32.20 8.64 5.76 72.00 1,224.00

E To 1200 mm diameter GRP pipe. L335 m 422 15.50 7.70 28.00 7.68 5.12 64.00 27,008.00

F To 1400 mm diameter GRP pipe. L336 m 1,012 16.90 8.50 32.20 8.64 5.76 72.00 72,864.00

G To 1800 mm diameter GRP pipe. L337 m 972 24.10 12.10 42.20 11.76 7.84 98.00 95,256.00









Surrounds.

A To 300 mm diameter GRP pipe. L532.1 m 1,405 13.90 7.00 25.50 6.96 4.64 58.00 81,490.00

B To 300 mm diameter DI pipe. L532.2 m 1,146 13.90 7.00 25.50 6.96 4.64 58.00 66,468.00

C To 2 Nos.700 mm diameter DI pipe. L534.1 m 900 62.00 31.00 115.00 31.20 20.80 260.00 234,000.00

D To 2 Nos. 800 mm diameter DI pipe. L534.2 m 17 68.00 34.00 126.00 34.20 22.80 285.00 4,845.00

E To 1200 mm diameter GRP pipe. L535 m 422 60.00 30.00 110.00 30.00 20.00 250.00 105,500.00


G To 1800 mm diameter GRP pipe. L537 m 972 108.00 54.00 198.00 54.00 36.00 450.00 437,400.00

H To 300 mm diameter GRP pipe (Concrete L542.1 m 330 36.00 8.00 116.00 24.00 16.00 200.00 66,000.00

J To 300 mm diameter DI pipe (Concrete L542.2 m 115 36.00 8.00 116.00 24.00 16.00 200.00 23,000.00

K To 2 Nos. 400 mm diameter DI pipe (Concrete encasement). L543 m 110 70.00 36.00 290.00 59.40 39.60 495.00 54,450.00









Surrounds (Cont'd).

A To 2 Nos. 700 mm diameter pipe (Concrete encasement). L544 m 246 116.00 44.00 448.00 91.20 60.80 760.00 186,960.00

B To 1200 mm diameter GRP pipe (Concrete encasement). L545 m 778 116.00 44.00 448.00 91.20 60.80 760.00 591,280.00

C To 1400 mm diameter GRP pipe (Concrete encasement). L546 m 62 170.00 60.00 670.00 135.00 90.00 1,125.00 69,750.00

D To 1800 mm diameter GRP pipe (Concrete encasement). L547 m 157 190.00 70.00 740.00 150.00 100.00 1,250.00 196,250.00

Sleepers and fastners for laying pipes on underpass bridge as shown on drawings including pipe clamps,concrete supports and other ancillaries. (pipe measured elsewhere)

E Pipe bridge crossing .2 Nos. 700 mm diameter pipe. L900 m 45 36.00 20.00 200.00 38.40 25.60 320.00 14,400.00

CLASS X: MISCELLANEOUS WORK

Testing and commissioning.

F Allow for testing and commissioning of the Foul sewer system. X900 Sum 1 230,000.00 135,000.00 291,000.00 98,400.00 65,600.00 820,000.00 820,000.00







Collection

G 4/1 1,304,700.00

G 4/2 4,510,775.00

G 4/3 2,598,750.00

G 4/4 2,427,000.00

G 4/5 1,136,825.00

G 4/6 3,961,225.00

G 4/7 8,635,175.00

G 4/8 9,680,025.00

G 4/9 2,982,625.00

G 4/10 1,400,175.00

G 4/11 2,214,100.00

G 4/12 2,571,625.00

G 4/13 2,625,000.00

G 4/14 1,427,650.00

G 4/15 1,472,900.00

G 4/16 298,496.00

G 4/17 2,838,791.00

G 4/18 3,610,142.00

G 4/19 3,735,199.00

59,431,178.00 C/F






B/F 59,431,178.00 Collection (Cont'd).

G 4/20 1,896,035.00

G 4/21 5,505,625.00

G 4/22 1,769,200.00

G 4/23 2,878,000.00

G 4/24 18,379,075.00

G 4/25 280,655.00

G 4/26 892,825.00

G 4/27 1,389,850.00

G 4/28 3,171,475.00

G 4/29 388,375.00

G 4/30 290,850.00

G 4/31 328,275.00

G 4/32 316,700.00

G 4/33 356,050.00

G 4/34 144,800.00

G 4/35 292,217.00

G 4/36 1,417,233.00

G 4/37 1,878,640.00

TOTAL FOR BILL NO. 4 - DRAINAGE AND SERVICE DUCTS QAR. 101,007,058.00

BILL NO. 5

EARTHWORKS


BILL NO. 5EARTHWORKS



BILL NO. 5 - EARTHWORKS.

CLASS E: EARTHWORKS.

Excavation.

A Excavation for cuttings, topsoil. E210 m³ 50,752 1.80 10.20 - 1.80 1.20 15.00 761,280.00

B Excavation for cuttings, material other than top soil,rock or artificial hard material; maximun depth notexceeding 0.25 m. E421 m³ 8,314 2.04 11.56 - 2.04 1.36 17.00 141,338.00

C Ditto; maximum depth 0.25 - 0.50 m. E422 m³ 17,646 2.16 12.24 - 2.16 1.44 18.00 317,628.00

D Ditto; maximum depth 0.50 - 1.0 m. E423 m³ 133,083 2.52 14.28 - 2.52 1.68 21.00 2,794,743.00

E Ditto; maximum depth 1.0 - 2.0 m. E424 m³ 21,139 3.24 18.36 - 3.24 2.16 27.00 570,753.00

Excavation ancillaries.

F Trimming of excavated surfaces not to receivepermanent works; material other than topsoil rock orartificial hard material. E512 m² 94,186 0.48 2.72 - 0.48 0.32 4.00 376,744.00

G Preparation of excavated surfaces not to receivepermanent works; material other than top soil rock orartificial hard material. E522.1 m² 48,159 0.60 3.20 0.20 0.60 0.40 5.00 240,795.00

H Preparation of excavated surfaces to receive permanent works; material other than topsoil rock or artificial hard material. E522.2 m² 267,067 0.72 3.84 0.24 0.72 0.48 6.00 1,602,402.00

J Disposal of excavated materials including transportation to approved designated site. E532 m³ 50,752 1.80 10.20 - 1.80 1.20 15.00 761,280.00

7,566,963.00









RATE (QAR)

CLASS E: EARTHWORKS (CONT'D).

Filling.

A Filling to embankments with selected excavatedmaterials other than top soil or rock as directed bythe Engineer. E624 m3 20,757 2.64 14.08 0.88 2.64 1.76 22.00 456,654.00

Filling ancilliaries.

B Trimming of filled surfaces not to receive permanentworks. E712 m2 94,186 0.48 2.72 - 0.48 0.32 4.00 376,744.00

C Preparation of filled surfaces to received permanentworks. E722 m2 1,220 0.84 4.48 0.28 0.84 0.56 7.00 8,540.00







RATE (QAR)

Collection

G 5/1 7,566,963.00

G 5/2 841,938.00

8,408,901.00 TOTAL FOR BILL NO. 5 - EARTHWORKS QAR.

BILL NO. 6

SUB BASE AND ROAD BASE


BILL NO. 6SUB BASE AND ROAD BASE



BILL NO. 6 - SUB BASE AND ROAD BASE.

CLASS R: ROADS AND PAVINGS.

Road base.

A Graded aggregate road base 170 mm thick. R195 m² 273,315 1.28 6.40 17.92 3.84 2.56 32.00 8,746,080.00

Sub base.

B Aggregate sub base, 300 mm thick in 2 lifts of 150mm. R197 m² 273,315 2.32 11.60 32.48 6.96 4.64 58.00 15,852,270.00


AMOUNT (QAR) ITEM ITEM DESCRIPTION CESMM3 Ref. UNIT QTY

RATE (QAR)


BILL NO. 6SUB BASE AND ROAD BASE


Labour Plant Materials Overhead Profit Total Rate AMOUNT (QAR) ITEM ITEM DESCRIPTION CESMM3


Collection

G 6/1 24,598,350.00

24,598,350.00 TOTAL FOR BILL NO. 6 - SUB BASE & ROAD BASE QAR.

BILL NO. 7

FLEXIBLE SURFACING


BILL NO. 7FLEXIBLE SURFACING



BILL NO. 7 - FLEXIBLE SURFACING.


Flexible surfacing to roads over grade.

A Stone matrix asphalt (SMA); 75 mm thick. R322 m² 273,315 2.64 10.56 39.60 7.92 5.28 66.00 18,038,790.00

B AC intermediate course in 19 mm thick PolymerModified Bitumen (PMB); 80 mm thick. R323 m² 273,315 2.64 10.56 44.40 8.64 5.76 72.00 19,678,680.00

C AC base course, in 2 lifts of 75 mm; 150 mm thick.R324 m² 273,315 5.00 19.00 84.00 16.20 10.80 135.00 36,897,525.00

D Bituminous spray prime coat. R351.1 m² 273,315 0.12 0.24 2.04 0.36 0.24 3.00 819,945.00

E Bituminous spray tack coat. R351.2 m² 273,315 0.12 0.24 2.04 0.36 0.24 3.00 819,945.00

F Tiling into existing roads including saw cutting. R390 m 881 32.00 48.00 80.00 24.00 16.00 200.00 176,200.00





BILL NO. 7FLEXIBLE SURFACING




RATE (QAR)

Collection

G 7/1 76,431,085.00

76,431,085.00 TOTAL FOR BILL NO. 7 - FLEXIBLE SURFACING QAR.

BILL NO. 8

KERBS AND PAVING TILES


BILL NO. 8KERBS AND PAVING TILES



BILL NO. 8 - KERBS AND PAVING TILES.


Kerbs: straight or curved, complete including earthworks, beds, backing, reinforcement, joints, cutting and transition as shown on Drawing EXW-P009-0001-CS-CDM-DG-90000-002 and other related drawings.

A Precast concrete hydraulically pressed 150 x 305mm; flush/dropped kerbs - K2. R690.1 m 16,315 30.00 6.00 84.00 18.00 12.00 150.00 2,447,250.00

B Precast concrete hydraulically pressed 400 x 550mm; Vehicular barrier kerbs - K4. R690.2 m 4,200 280.00 180.00 500.00 144.00 96.00 1,200.00 5,040,000.00

C Precast concrete hydraulically pressed 50 x 250mm; chamfered kerbs - K9. R690.3 m 45,752 24.00 4.80 67.20 14.40 9.60 120.00 5,490,240.00

D Precast concrete hydraulically pressed 50 x 250mm; edging kerbs - K10. R690.4 m 6,949 24.00 4.80 67.20 14.40 9.60 120.00 833,880.00

E Precast concrete hydraulically pressed 150 x 250mm; flushed kerbs - FK. R690.5 m 26,638 28.00 6.00 78.00 16.80 11.20 140.00 3,729,320.00

Pavements.

F 200 x 100 x 60 mm PCC block paving, on 50 mmsand bedding over geotextile fabric and 300 mmthick aggregate sub-base as shown on DrawingEXW-P009-0001-CS-CDM-DG-13000-001; overallthickness 410 mm. R790.1 m² 39,554 32.00 16.00 104.00 22.80 15.20 190.00 7,515,260.00

25,055,950.00









RATE (QAR)

CLASS R: ROADS AND PAVINGS (CONT'D).

Pavements (Cont'd).

A 100 mm Thick Marshalls conservation graniteaggregate pavings, 150 x 150 mm on 25 mm motorsetting bed over 200 mm thick concrete slab and 300mm thick aggregare sub-base as shown on DrawingEXW-P009-0001-AL-CDM-DG-13000-002; overallthickness 625 mm. R790.2 m² 80,500 64.00 30.00 210.00 45.60 30.40 380.00 30,590,000.00

B 60 mm Thick Marshalls conservations smoothground paving on 50 mm thick sand bedding overgeotextile fabric and 300 mm thick aggregate sub-base as shown on Drawing EXW-P009-0001-AL-CDM-DG-13000-002; overall thickness 410 mm. R790.3 m² 5,565 40.00 24.00 132.00 29.40 19.60 245.00 1,363,425.00

C 75 mm Thick stabilized decomposed granite pavingon geotextile fabric and 200 mm thick aggregate subbase shown on Drawing EXW-P009-0001-AL-CDM-DG-13000-002; overall thickness 275 mm.

R790.4 m² 41,228 30.00 18.00 124.00 25.80 17.20 215.00 8,864,020.00







RATE (QAR)

Collection

G 8/1 25,055,950.00

G 8/2 40,817,445.00

65,873,395.00 TOTAL FOR BILL NO. 8 - KERBS & PAVING TILES QAR.

BILL NO. 9

TRAFFIC SIGNS AND ROAD MARKINGS


BILL NO. 9TRAFFIC SIGNS AND ROAD MARKINGS



BILL NO. 9 - TRAFFIC SIGNS AND ROAD MARKINGS.


Non-illuminated traffic signs.

Supply and install traffic signs including earthworks, foundation, posts and all necessary fittings complete as described in Qatar Traffic Manual and as shown on Drawing EXW-P009-0001-CS-CDM-DG-51000-001 and other related drawings.

A Traffic signs reference 200 (dia. 750 mm) minimummounting height = 900 mm. R811.1 nr 2 180.00 40.00 900.00 168.00 112.00 1,400.00 2,800.00

B Traffic signs reference 203 (height 750 mm) minimummounting height = 900 mm. R811.2 nr 21 180.00 40.00 980.00 180.00 120.00 1,500.00 31,500.00

C Traffic signs reference 208 (dia. 750 mm) minimummounting height = 900 mm. R811.3 nr 26 180.00 40.00 900.00 168.00 112.00 1,400.00 36,400.00

D Traffic signs reference 209 (dia. 750 mm) minimummounting height = 900 mm. R811.4 nr 2 180.00 40.00 900.00 168.00 112.00 1,400.00 2,800.00

E Traffic signs reference 211 (dia. 750 mm) minimummounting height = 900 mm. R811.5 nr 14 180.00 40.00 900.00 168.00 112.00 1,400.00 19,600.00

F Traffic signs reference 212 (dia. 750 mm) minimummounting height = 900 mm. R811.6 nr 4 180.00 40.00 900.00 168.00 112.00 1,400.00 5,600.00

G Traffic signs reference 214 (dia. 600 mm) mountingheight = 2100 mm. R811.7 nr 10 200.00 45.00 1,115.00 204.00 136.00 1,700.00 17,000.00

H Traffic signs reference 214 (dia. 750 mm) mountingheight = 2100 mm. R811.8 nr 19 200.00 45.00 1,235.00 222.00 148.00 1,850.00 35,150.00

150,850.00

AMOUNT (QAR)ITEM ITEM DESCRIPTION CESMM









Non-illuminated traffic signs (Cont'd).

Supply and install traffic signs including earthworks, foundation, posts and all necessary fittings complete as described in Qatar Traffic Manual and as shown on Drawing EXW-P009-0001-CS-CDM-DG-51000-001 and other related drawings (Cont'd).

A Traffic signs reference 214 (dia. 900 mm) mountingheight = 2100 mm. R811.9 nr 4 200.00 45.00 1,355.00 240.00 160.00 2,000.00 8,000.00

B Traffic signs reference 214 (dia. 1200 mm) mountingheight = 2100 mm. R811.10 nr 14 220.00 60.00 1,480.00 264.00 176.00 2,200.00 30,800.00

C Traffic signs reference 225 (dia. 750 mm) mountingheight = 2100 mm. R811.11 nr 1 200.00 45.00 1,235.00 222.00 148.00 1,850.00 1,850.00

D Traffic signs reference 234 (dia. 750 mm) mountingheight = 2100 mm. R811.12 nr 4 200.00 45.00 1,235.00 222.00 148.00 1,850.00 7,400.00

E Traffic signs reference 253 (height 750 mm) mountingheight = 2100 mm. R811.13 nr 2 200.00 45.00 1,435.00 252.00 168.00 2,100.00 4,200.00

F Traffic signs reference 310 (height 750 mm) mountingheight = 2100 mm. R811.14 nr 2 200.00 45.00 1,235.00 222.00 148.00 1,850.00 3,700.00

G Traffic signs reference 311 (dia. 750 mm) mountingheight = 2100 mm. R811.15 nr 9 200.00 45.00 1,235.00 222.00 148.00 1,850.00 16,650.00

H Traffic signs reference 311 (dia. 1200 mm) mountingheight = 2100 mm. R811.16 nr 1 200.00 60.00 1,480.00 261.00 174.00 2,175.00 2,175.00

J Traffic signs reference 312 (dia. 750 mm) mountingheight = 2100 mm. R811.17 nr 2 200.00 45.00 1,235.00 222.00 148.00 1,850.00 3,700.00









Supply and install traffic signs including earthworks, foundation, posts and all necessary fittings complete as described in Qatar Traffic Manual and as shown on Drawing EXW-P009-0001-CS-CDM-DG-51000-001 and other related drawings (Cont'd).

A Traffic signs reference 314 (A1) mounting height =2100 mm. R811.18 nr 31 200.00 45.00 1,235.00 222.00 148.00 1,850.00 57,350.00

B Traffic signs reference 332 (height 750 mm) mountingheight = 2100 mm. R811.19 nr 1 220.00 60.00 1,480.00 264.00 176.00 2,200.00 2,200.00

C Traffic signs reference 402, mounting height = 2100mm. R811.20 nr 1 200.00 45.00 1,235.00 222.00 148.00 1,850.00 1,850.00

D Traffic signs reference 405, mounting height = 2100mm. R811.21 nr 4 200.00 45.00 1,235.00 222.00 148.00 1,850.00 7,400.00

E Traffic signs reference 436 (height 750 mm) mountingheight = 2100 mm. R811.22 nr 4 220.00 60.00 1,480.00 264.00 176.00 2,200.00 8,800.00

Supply and install traffic signs on concrete structures providing all necessary fixing accessories as described in Qatar Traffic Manual and as shown on Drawing EXW-P009-0001-CS-CDM-DG-51000-001 and other related drawings.

F Traffic signs reference 214, diameter 750 mm. R811.23 nr 2 160.00 - 900.00 159.00 106.00 1,325.00 2,650.00

G Traffic signs reference 234, diameter 750 mm. R811.24 nr 4 160.00 - 900.00 159.00 106.00 1,325.00 5,300.00

H Traffic signs reference 436, height 750 mm. R811.25 nr 2 160.00 - 1,100.00 189.00 126.00 1,575.00 3,150.00









Design, supply and install ground mounted signs, including sign panel, plates, posts, foundations and all necessary fittings complete as described in Qatar Traffic Manual and as shown on Drawing EXW-P009-0001-CS-CDM-DG-5100-014 and other related drawings.

A Stack type sign. R811.26 nr 2 1,600.00 600.00 17,000.00 2,880.00 1,920.00 24,000.00 48,000.00

B Road identification sign. R811.27 nr 30 1,600.00 600.00 12,000.00 2,130.00 1,420.00 17,750.00 532,500.00

Illuminated traffic signs.

Overhead Gantries.

C Steelwork supporting rectangular structure includingsign panels, lighting system and all supports,foundations, bracings, catwalk assembly, anchoringsystem to concrete foundations etc. complete asdescribed in Qatar Traffic Manual and as shown onDrawing EXW-P009-0001-CS-CDM-DG-51000-013and other related drawings.

R812.1 nr 5 28,000.00 20,000.00 160,000.00 31,200.00 20,800.00 260,000.00 1,300,000.00

Cantilever Structures.

D Steelwork supporting rectangular structure includingsign panels, lighting system and all supports,foundations, bracings, catwalk assembly, anchoringsystem to concrete foundations etc. complete asdescribed in Qatar Traffic Manual as shown onDrawing EXW-P009-0001-CS-CDM-DG-51000-013and other related drawings.

R812.2 nr 4 12,000.00 10,000.00 70,000.00 13,800.00 9,200.00 115,000.00 460,000.00








Surface road markings - Letters and Shapes.

Road markings in thermo-plastic paint complete as described in Qatar Traffic Manual and as shown on Drawing EXW-P009-0001-CS-CDM-DG-51000-004.

A Triangle marking reference 503. R823.1 nr 18 30.00 35.00 55.00 18.00 12.00 150.00 2,700.00

B Lane arrow reference 514. R823.2 nr 109 30.00 35.00 47.00 16.80 11.20 140.00 15,260.00

C Lane arrow reference 515. R823.3 nr 4 30.00 35.00 47.00 16.80 11.20 140.00 560.00

D Lane arrow reference 516. R823.4 nr 20 36.00 42.00 58.00 20.40 13.60 170.00 3,400.00

E Bifurcation arrow reference 517 (16 m long). R823.5 nr 2 74.00 106.00 180.00 54.00 36.00 450.00 900.00

F Lane arrow reference 518 (6 m long). R823.6 nr 23 40.00 60.00 120.00 33.00 22.00 275.00 6,325.00








Surface road markings - Continuous lines.


A Solid line marking reference 500. R824.1 m 17 2.60 11.00 12.00 3.84 2.56 32.00 544.00

B Solid line marking reference 508. R824.2 m 360 1.00 2.60 3.60 1.08 0.72 9.00 3,240.00

C Solid line marking reference 513 (white colour). R824.3 m 34,098 1.40 3.20 4.20 1.32 0.88 11.00 375,078.00

D Solid line marking reference 513 (yellow colour). R824.4 m 10,691 1.40 3.20 4.20 1.32 0.88 11.00 117,601.00

E Rumble strips reference 534. R824.5 m 169 3.00 5.00 8.00 2.40 1.60 20.00 3,380.00

Surface road markings - Intermittent lines.


F Intermittent double line marking reference 501. R825.1 m 107 3.40 6.60 10.00 3.00 2.00 25.00 2,675.00

G Intermittent line marking reference 502. R825.2 m 60 4.20 8.20 13.20 3.84 2.56 32.00 1,920.00

H Intermittent line marking reference 505. R825.3 m 3,166 0.80 2.20 3.40 0.96 0.64 8.00 25,328.00

J Intermittent line marking reference 506. R825.4 m 11,538 0.80 2.20 3.40 0.96 0.64 8.00 92,304.00

K Intermittent line marking reference 507. R825.5 m 3,060 0.80 2.20 3.40 0.96 0.64 8.00 24,480.00








Surface road markings - Intermittent lines (Cont'd).


A Intermittent line marking reference 511. R825.6 m 1,335 1.00 2.80 4.20 1.20 0.80 10.00 13,350.00

B Cross hatch reference 519 (150 mm lines). R829.1 m 133 1.20 3.20 4.40 1.32 0.88 11.00 1,463.00

C Cross hatch reference 519 (200 mm lines). R829.2 m 330 1.80 4.40 5.80 1.80 1.20 15.00 4,950.00

D Chevron reference 520 (200 mm lines). R829.3 m 220 1.80 4.40 5.80 1.80 1.20 15.00 3,300.00

E Chevron reference 521 (1000 mm lines). R829.4 m 811 8.20 20.00 27.80 8.40 5.60 70.00 56,770.00

Other road signs/markings.

Other road markings in thermo-plastic paint complete as described in Qatar Traffic Manual and as shown on Drawing EXW-P009-0001-CS-CDM-DG-51000-004.

F Box junction marking reference 525 (150 mm lines).R899.1 m 65 1.20 3.20 4.40 1.32 0.88 11.00 715.00

G Box junction marking reference 525 (200 mm lines).R899.2 m 34 1.80 4.40 5.80 1.80 1.20 15.00 510.00

H Kerb Marking reference 528. R899.3 nr 2,522 1.00 2.80 4.20 1.20 0.80 10.00 25,220.00

J Parking Bay Marking reference 529. R899.4 m 324 1.00 2.80 4.20 1.20 0.80 10.00 3,240.00

K Parking Bay Marking reference 530. R899.5 m 154 1.00 2.80 4.20 1.20 0.80 10.00 1,540.00

Bollards complete with associated foundations as shown on drawings.

L Bollards. R899.6 nr 22 80.00 70.00 250.00 60.00 40.00 500.00 11,000.00







Collection

G 9/1 150,850.00

G 9/2 78,475.00

G 9/3 88,700.00

G 9/4 2,340,500.00

G 9/5 29,145.00

G 9/6 646,550.00

G 9/7 122,058.00

3,456,278.00 TOTAL FOR BILL NO. 9 - TRAFFIC SIGNS & ROAD MARKINGS QAR.

BILL NO. 10

QGEWC WATER WORKS


BILL NO. 10QGEWC WATER WORKS



BILL NO. 10 - QGEWC WATER WORKS.


Remove existing potable water piping and dispose of as directed by the Engineer.

A 100 mm diameter pipe. D610.1 m 129 22.00 19.00 3.00 6.60 4.40 55.00 7,095.00

B 200 mm diameter pipe. D610.2 m 177 24.00 20.00 4.00 7.20 4.80 60.00 10,620.00

C 300 mm diameter pipe. D610.3 m 4,600 27.00 23.00 6.00 8.40 5.60 70.00 322,000.00

D 400 mm diameter pipe. D620.1 m 4,438 28.00 24.00 8.00 9.00 6.00 75.00 332,850.00

E 500 mm diameter pipe. D620.2 m 450 30.00 26.00 8.00 9.60 6.40 80.00 36,000.00

F 600 mm diameter pipe. D630.1 m 2,276 34.00 29.00 9.00 10.80 7.20 90.00 204,840.00

G 900 mm diameter pipe. D630.2 m 2,376 43.00 37.00 12.00 13.80 9.20 115.00 273,240.00

1,186,645.00









RATE (QAR)

CLASS I: PIPEWORK - PIPES.

DI pipes in trench 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 100 mm diameter, depth 1.5 - 2.0 m. I313.1 m 36 130.00 82.00 160.00 55.80 37.20 465.00 16,740.00

B 200 mm diameter, depth 1.5 - 2.0 m. I313.2 m 12 138.00 86.00 280.00 75.60 50.40 630.00 7,560.00

C 100 mm diameter, depth 2.0 - 2.5 m. I314.1 m 72 142.00 86.00 160.00 58.20 38.80 485.00 34,920.00

D 150 mm diameter, depth 2.0 - 2.5 m. I314.2 m 50 142.00 86.00 200.00 64.20 42.80 535.00 26,750.00



G 200 mm diameter, depth 2.5 - 3.0 m. I315.2 m 31 164.00 96.00 280.00 81.00 54.00 675.00 20,925.00


J 200 mm diameter, depth 3.0 - 3.5 m. I316.2 m 17 180.00 104.00 280.00 84.60 56.40 705.00 11,985.00

K 150 mm diameter, depth 3.5 - 4.0 m. I317 m 10 172.00 100.00 200.00 70.80 47.20 590.00 5,900.00







RATE (QAR)

CLASS I: PIPEWORK - PIPES (CONT'D).

DI pipes in trench 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 (Cont'd).


B 300 mm diameter, depth 2.0 - 2.5 m. I324 m 1,607 242.00 172.00 310.00 108.60 72.40 905.00 1,454,335.00

C 300 mm diameter, depth 2.5 - 3.0 m. I325 m 1,670 260.00 182.00 310.00 112.80 75.20 940.00 1,569,800.00


E 300 mm diameter, depth 3.5 - 4.0 m. I327 m 131 298.00 200.00 310.00 121.20 80.80 1,010.00 132,310.00

F 300 mm diameter, depth 4.0 - 4.5 m. I328.1 m 193 322.00 216.00 310.00 127.20 84.80 1,060.00 204,580.00




K 400 mm diameter, depth 2.0 - 2.5 m. I334.1 m 854 330.00 220.00 450.00 150.00 100.00 1,250.00 1,067,500.00

L 600 mm diameter, depth 2.0 - 2.5 m. I334.2 m 1,176 458.00 310.00 800.00 235.20 156.80 1,960.00 2,304,960.00

M 400 mm diameter, depth 2.5 - 3.0 m. I335.1 m 373 360.00 250.00 450.00 159.00 106.00 1,325.00 494,225.00

N 600 mm diameter, depth 2.5 - 3.0 m. I335.2 m 973 488.00 336.00 800.00 243.60 162.40 2,030.00 1,975,190.00







RATE (QAR)







E 400 mm diameter, depth 4.0 - 4.5 m. I338.1 m 4 505.00 365.00 450.00 198.00 132.00 1,650.00 6,600.00




J 900 mm diameter, depth 2.0 - 2.5 m. I344 m 700 710.00 480.00 1,410.00 390.00 260.00 3,250.00 2,275,000.00

K 900 mm diameter, depth 2.5 - 3.0 m. I345 m 525 748.00 514.00 1,410.00 400.80 267.20 3,340.00 1,753,500.00

L 900 mm diameter, depth 3.0 - 3.5 m. I346 m 140 792.00 542.00 1,410.00 411.60 274.40 3,430.00 480,200.00

M 900 mm diameter, depth 3.5 - 4.0 m. I347 m 363 840.00 590.00 1,410.00 426.00 284.00 3,550.00 1,288,650.00







RATE (QAR)



A 900 mm diameter, depth 4.0 - 4.5 m. I348.1 m 409 894.00 632.00 1,410.00 440.40 293.60 3,670.00 1,501,030.00

B 900 mm diameter, depth 4.5 - 5.0 m. I348.2 m 169 952.00 682.00 1,410.00 456.60 304.40 3,805.00 643,045.00

C 900 mm diameter, depth 5.0 - 5.5 m. I348.3 m 14 1,016.00 746.00 1,410.00 475.80 317.20 3,965.00 55,510.00

D 900 mm diameter, depth 5.5 - 6.0 m. I348.4 m 5 1,086.00 824.00 1,410.00 498.00 332.00 4,150.00 20,750.00

CLASS J: FITTINGS AND VALVES.

DI pipe fittings as detailed on drawings and in accordance with specifications.

E 100 mm diameter bend. J311.1 nr 5 78.00 56.00 410.00 81.60 54.40 680.00 3,400.00

F 150 mm diameter bend. J311.2 nr 8 84.00 58.00 498.00 96.00 64.00 800.00 6,400.00

G 200 mm diameter bend. J311.3 nr 8 98.00 68.00 790.00 143.40 95.60 1,195.00 9,560.00

H 300 mm diameter bend. J312 nr 23 160.00 110.00 1,650.00 288.00 192.00 2,400.00 55,200.00

J 400 mm diameter bend. J313.1 nr 11 230.00 140.00 2,670.00 456.00 304.00 3,800.00 41,800.00

K 600 mm diameter bend. J313.2 nr 15 480.00 240.00 5,360.00 912.00 608.00 7,600.00 114,000.00







RATE (QAR)

CLASS J: FITTINGS AND VALVES (CONT'D).

DI pipe fittings as detailed on drawings and in accordance with specifications (Cont'd).

A 900 mm diameter bend. J314 nr 3 740.00 460.00 13,680.00 2,232.00 1,488.00 18,600.00 55,800.00

B 300 mm diameter tee. J322 nr 49 190.00 120.00 2,250.00 384.00 256.00 3,200.00 156,800.00

C 400 mm diameter tee. J323.1 nr 18 270.00 160.00 3,970.00 660.00 440.00 5,500.00 99,000.00

D 600 mm diameter tee. J323.2 nr 19 440.00 290.00 8,850.00 1,437.00 958.00 11,975.00 227,525.00

E 900 mm diameter tee. J324 nr 12 810.00 470.00 22,000.00 3,492.00 2,328.00 29,100.00 349,200.00

F 600 x 400 mm diameter reducer. J333 nr 1 190.00 110.00 3,380.00 552.00 368.00 4,600.00 4,600.00

G 700 x 600 mm diameter reducer. J334 nr 1 260.00 160.00 4,700.00 768.00 512.00 6,400.00 6,400.00

H 900 x 700 mm diameter reducer. J334 nr 1 510.00 400.00 9,170.00 1,512.00 1,008.00 12,600.00 12,600.00

J 100 mm diameter double flanged pipe. J381.1 nr 3 65.00 20.00 555.00 96.00 64.00 800.00 2,400.00

K 150 mm diameter double flanged pipe. J381.2 nr 3 80.00 20.00 680.00 117.00 78.00 975.00 2,925.00

L 200 mm diameter double flanged pipe. J381.3 nr 4 105.00 35.00 980.00 168.00 112.00 1,400.00 5,600.00

M 100 mm diameter double spigot pipe (rocker pipe). J381.4 nr 3 65.00 20.00 515.00 90.00 60.00 750.00 2,250.00

N 150 mm diameter double spigot pipe (rocker pipe). J381.5 nr 5 80.00 20.00 660.00 114.00 76.00 950.00 4,750.00

P 200 mm diameter double spigot pipe (rocker pipe). J381.6 nr 7 105.00 35.00 920.00 159.00 106.00 1,325.00 9,275.00







RATE (QAR)



A 100 mm diameter flanged spigot pipe with puddle flange. J381.7 nr 3 115.00 35.00 890.00 156.00 104.00 1,300.00 3,900.00

B 150 mm diameter flanged spigot pipe with puddle flange. J381.8 nr 5 150.00 40.00 1,210.00 210.00 140.00 1,750.00 8,750.00

C 200 mm diameter flanged spigot pipe with puddle flange. J381.9 nr 7 200.00 60.00 1,620.00 282.00 188.00 2,350.00 16,450.00

D 300 mm diameter double flanged pipe. J382.1 nr 32 140.00 60.00 1,200.00 210.00 140.00 1,750.00 56,000.00

E300 mm diameter double spigot pipe (rocker pipe). J382.2 nr 85 140.00 60.00 1,100.00 195.00 130.00 1,625.00 138,125.00

F 300 mm diameter flanged spigot pipe. J382.3 nr 4 140.00 60.00 1,200.00 210.00 140.00 1,750.00 7,000.00

G 300 mm diameter flanged spigot pipe with puddle flange. J382.4 nr 95 220.00 80.00 1,800.00 315.00 210.00 2,625.00 249,375.00

H 300 mm diameter straight pipe. J382.5 nr 16 55.00 25.00 460.00 81.00 54.00 675.00 10,800.00

J 300 mm diameter straight pipe with puddle flange. J382.6 nr 16 120.00 40.00 1,040.00 180.00 120.00 1,500.00 24,000.00

K 300 mm diameter straight rocker pipe. J382.7 nr 18 120.00 40.00 1,000.00 174.00 116.00 1,450.00 26,100.00

L 400 mm diameter double flanged pipe. J383.1 nr 9 220.00 90.00 1,930.00 336.00 224.00 2,800.00 25,200.00

M 600 mm diameter double flanged pipe. J383.2 nr 11 310.00 120.00 2,670.00 465.00 310.00 3,875.00 42,625.00

N 400 mm diameter double spigot pipe. J383.3 nr 2 220.00 90.00 1,930.00 336.00 224.00 2,800.00 5,600.00

P 400 mm diameter double spigot pipe (rocker pipe). J383.4 nr 28 220.00 90.00 1,930.00 336.00 224.00 2,800.00 78,400.00

Q 600 mm diameter double spigot pipe (rocker pipe). J383.5 nr 31 310.00 120.00 2,670.00 465.00 310.00 3,875.00 120,125.00







RATE (QAR)



A 400 mm diameter flanged spigot pipe with puddle flange. J383.6 nr 37 360.00 140.00 3,240.00 561.00 374.00 4,675.00 172,975.00

B 600 mm diameter flanged spigot pipe with puddle flange. J383.7 nr 39 400.00 180.00 3,860.00 666.00 444.00 5,550.00 216,450.00

C 400 mm diameter straight rocker pipe. J383.8 nr 8 220.00 90.00 1,930.00 336.00 224.00 2,800.00 22,400.00

D 600 mm diameter straight rocker pipe. J383.9 nr 8 310.00 120.00 2,670.00 465.00 310.00 3,875.00 31,000.00

E 900 mm diameter double flanged pipe. J384.1 nr 6 600.00 240.00 5,120.00 894.00 596.00 7,450.00 44,700.00

F900 mm diameter double spigot pipe (rocker pipe). J384.2

nr14 600.00 240.00 5,120.00 894.00 596.00 7,450.00 104,300.00

G 900 mm diameter flanged spigot pipe with puddle flange. J384.3 nr 22 640.00 240.00 5,600.00 972.00 648.00 8,100.00 178,200.00

H 900 mm diameter straight reducer pipe. J384.4 nr 8 530.00 240.00 4,470.00 786.00 524.00 6,550.00 52,400.00

J 150 mm diameter end cap. J391 nr 4 30.00 10.00 540.00 87.00 58.00 725.00 2,900.00

K 300 mm diameter end cap. J392 nr 8 90.00 20.00 1,810.00 288.00 192.00 2,400.00 19,200.00

L 400 mm diameter end cap. J393.1 nr 2 180.00 40.00 3,460.00 552.00 368.00 4,600.00 9,200.00

M 600 mm diameter end cap. J393.2 nr 2 340.00 90.00 8,050.00 1,272.00 848.00 10,600.00 21,200.00

N 900 mm diameter end cap. J394 nr 1 720.00 180.00 17,000.00 2,685.00 1,790.00 22,375.00 22,375.00







RATE (QAR)


DI valves including extension spindles (where necessary) as shown on drawings and in accordance with specifications.

A 80 mm diameter gate valve. J811.1 nr 10 174.00 56.00 2,090.00 348.00 232.00 2,900.00 29,000.00

B 100 mm diameter gate valve. J811.2 nr 16 240.00 80.00 2,880.00 480.00 320.00 4,000.00 64,000.00

C 150 mm diameter gate valve. J811.3 nr 11 390.00 130.00 4,800.00 798.00 532.00 6,650.00 73,150.00

D 200 mm diameter gate valve. J811.4 nr 11 615.00 205.00 7,380.00 1,230.00 820.00 10,250.00 112,750.00

E 300 mm diameter gate valve. J812 nr 46 930.00 310.00 11,160.00 1,860.00 1,240.00 15,500.00 713,000.00

F 400 mm diameter butterfly valve. J843.1 nr 14 1,110.00 370.00 13,300.00 2,217.00 1,478.00 18,475.00 258,650.00

G 600 mm diameter butterfly valve. J843.2 nr 24 1,890.00 630.00 22,600.00 3,768.00 2,512.00 31,400.00 753,600.00

H 900 mm diameter butterfly valve. J844 nr 9 3,100.00 1,040.00 37,400.00 6,231.00 4,154.00 51,925.00 467,325.00

J 80 mm diameter air valve. J861.1 nr 18 110.00 20.00 1,330.00 219.00 146.00 1,825.00 32,850.00

K 100 mm diameter air valve. J861.2 nr 6 140.00 30.00 1,670.00 276.00 184.00 2,300.00 13,800.00

L 150 mm diameter air valve. J861.3 nr 10 230.00 40.00 2,650.00 438.00 292.00 3,650.00 36,500.00

M 200 mm diameter air valve. J861.4 nr 8 340.00 70.00 4,110.00 678.00 452.00 5,650.00 45,200.00

N 100 mm diameter flap valve. J891.1 nr 13 310.00 80.00 3,950.00 651.00 434.00 5,425.00 70,525.00

P 150 mm diameter flap valve. J891.2 nr 4 450.00 130.00 5,400.00 897.00 598.00 7,475.00 29,900.00

Q 200 mm diameter flap valve. J891.3 nr 4 660.00 200.00 7,900.00 1,314.00 876.00 10,950.00 43,800.00







RATE (QAR)

CLASS K: PIPE WORK-MANHOLES AND PIPE WORK ANCILLARIES.

Valve chambers.Reinforced concrete valve chambers complete with heavy duty ductile iron manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.

A Depth 1.5 - 2.0 m; internal size: 1300 x 1300mm. K232.1 nr 1 2,640.00 990.00 9,570.00 1,980.00 1,320.00 16,500.00 16,500.00

B Depth 1.5 - 2.0 m; internal size: 2130 x 1990mm. K232.2 nr 1 3,960.00 1,485.00 14,375.00 2,973.00 1,982.00 24,775.00 24,775.00

C Depth 1.5 - 2.0 m; internal size: 2250 x 1580mm. K232.3 nr 1 3,760.00 1,410.00 13,630.00 2,820.00 1,880.00 23,500.00 23,500.00

D Depth 1.5 - 2.0 m; internal size: 2750 x 1500mm. K232.4 nr 1 4,060.00 1,530.00 14,710.00 3,045.00 2,030.00 25,375.00 25,375.00

E Depth 2.0 - 2.5 m; internal size: 1300 x 1300mm. K233.1 nr 4 3,140.00 1,180.00 11,380.00 2,355.00 1,570.00 19,625.00 78,500.00

F Depth 2.0 - 2.5 m; internal size: 1910 x 1680mm. K233.2 nr 1 4,280.00 1,600.00 15,500.00 3,207.00 2,138.00 26,725.00 26,725.00

G Depth 2.0 - 2.5 m; internal size: 2130 x 1990mm. K233.3 nr 1 4,720.00 1,770.00 17,130.00 3,543.00 2,362.00 29,525.00 29,525.00

H Depth 2.0 - 2.5 m; internal size: 2250 x 1580mm. K233.4 nr 1 4,480.00 1,680.00 16,240.00 3,360.00 2,240.00 28,000.00 28,000.00

J Depth 2.0 - 2.5 m; internal size: 3270 x 2250mm. K233.5 nr 4 6,930.00 2,600.00 25,150.00 5,202.00 3,468.00 43,350.00 173,400.00

K Depth 2.5 - 3.0 m; internal size: 1300 x 1300mm. K234.1 nr 1 3,620.00 1,360.00 13,200.00 2,727.00 1,818.00 22,725.00 22,725.00







RATE (QAR)

CLASS K: PIPE WORK-MANHOLES AND PIPE WORK ANCILLARIES (CONT'D).

Valve chambers (Cont'd).Reinforced concrete valve chambers complete with heavy duty ductile iron manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary (Cont'd).

A Depth 2.5 - 3.0 m; internal size: 1910 x 1680mm. K234.2 nr 1 4,960.00 1,860.00 17,980.00 3,720.00 2,480.00 31,000.00 31,000.00








J Depth 3.5 - 4.0 m; internal size: 3270 x 2250mm. K236 nr 1 8,575.00 4,900.00 35,525.00 7,350.00 4,900.00 61,250.00 61,250.00

K Depth 4.0 - 4.5 m; internal size: 2390 x 2130mm. K237.1 nr 1 8,050.00 4,600.00 33,350.00 6,900.00 4,600.00 57,500.00 57,500.00







RATE (QAR)


Valve chambers (Cont'd).

Reinforced concrete valve chambers complete with heavy duty ductile iron manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary (Cont'd).












RATE (QAR)


Dual air valve chambers.Reinforced concrete dual air valve chambers complete with heavy duty ductile iron manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.








H Depth 3.0 - 3.5 m; internal size: 2650 x 2500mm. K235 nr 1 8,380.00 3,140.00 30,360.00 6,282.00 4,188.00 52,350.00 52,350.00







RATE (QAR)


Washout chambers.

Reinforced concrete washout chambers complete with heavy duty ductile iron manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.




D Depth 2.5 - 3.0 m; internal size: 2700 x 2400mm. K234 nr 4 7,420.00 2,780.00 26,880.00 5,562.00 3,708.00 46,350.00 185,400.00










RATE (QAR)


Washout chambers (Cont'd).

Reinforced concrete washout chambers complete with heavy duty ductile iron manhole cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary (Cont'd).















RATE (QAR)


Marker Posts.

Marker posts for pipe line and valve chambers in accordance with QCS 2010.

A Valve chambers. K820.1 nr 37 80.00 27.00 253.00 54.00 36.00 450.00 16,650.00

B Dual air valve chambers. K820.2 nr 22 80.00 27.00 253.00 54.00 36.00 450.00 9,900.00

C Washout chambers. K820.3 nr 21 80.00 27.00 253.00 54.00 36.00 450.00 9,450.00

D Fire hydrants. K820.4 nr 52 80.00 27.00 253.00 54.00 36.00 450.00 23,400.00

E Potable water main pipe line. K820.5 sum 1 10,000.00 3,375.00 31,625.00 6,750.00 4,500.00 56,250.00 56,250.00


F Connect new 100 mm diameter DI pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K861.1 nr 6 260.00 100.00 1,800.00 324.00 216.00 2,700.00 16,200.00

G Connect new 150 mm diameter DI pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K861.2 nr 1 360.00 140.00 2,400.00 435.00 290.00 3,625.00 3,625.00

H Connect new 200 mm diameter DI pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K861.3 nr 6 460.00 180.00 3,100.00 561.00 374.00 4,675.00 28,050.00

J Connect new 300 mm diameter DI pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K862 nr 1 580.00 230.00 3,830.00 696.00 464.00 5,800.00 5,800.00

K Connect new 900 mm diameter DI pipe line toexisting pipe line including necessary fittings,additional excavation and backfilling etc. K864 nr 1 3,150.00 1,270.00 20,800.00 3,783.00 2,522.00 31,525.00 31,525.00







RATE (QAR)


Fire hydrant assembly.

Fire hydrant assembly complete with heavy duty ductile iron surface box with protection post as shown and detailed on drawings, including excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, concrete, reinforcement, formworks, joints and finishes, all items of metalwork and interconnecting pipework as specified.

A 100 mm Diameter fire hydrant on 300 mmdiameter water main pipe. K900.1 nr 29 3,130.00 470.00 8,400.00 1,800.00 1,200.00 15,000.00 435,000.00

B 100 mm Diameter fire hydrant on 400 mmdiameter water main pipe. K900.2 nr 9 3,130.00 470.00 8,400.00 1,800.00 1,200.00 15,000.00 135,000.00

C 100 mm Diameter fire hydrant on 600 mmdiameter water main pipe. K900.3 nr 5 5,720.00 880.00 14,600.00 3,180.00 2,120.00 26,500.00 132,500.00

D 100 mm Diameter fire hydrant on 900 mmdiameter water main pipe. K900.4 nr 9 5,720.00 880.00 14,600.00 3,180.00 2,120.00 26,500.00 238,500.00







RATE (QAR)


Granular Beds.

A To 100 mm diameter DI pipe. L331.1 m 115 2.40 1.20 4.40 1.20 0.80 10.00 1,150.00

B To 150 mm diameter DI pipe. L331.2 m 98 2.90 1.40 5.30 1.44 0.96 12.00 1,176.00

C To 200 mm diameter DI pipe. L331.3 m 89 3.20 1.60 5.60 1.56 1.04 13.00 1,157.00

D To 300 mm diameter DI pipe. L332 m 4,457 3.60 1.80 6.60 1.80 1.20 15.00 66,855.00

E To 400 mm diameter DI pipe. L333.1 m 1,487 4.10 2.10 7.40 2.04 1.36 17.00 25,279.00

F To 600 mm diameter DI pipe. L333.2 m 2,609 7.70 3.80 14.10 3.84 2.56 32.00 83,488.00

G To 900 mm diameter DI pipe. L334 m 2,228 10.10 5.10 18.40 5.04 3.36 42.00 93,576.00

Granular Surrounds.

H To 100 mm diameter DI pipe. L531.1 m 115 6.00 3.00 11.00 3.00 2.00 25.00 2,875.00

J To 150 mm diameter DI pipe. L531.2 m 98 7.70 3.90 14.00 3.84 2.56 32.00 3,136.00

K To 200 mm diameter DI pipe. L531.3 m 89 9.60 4.90 17.50 4.80 3.20 40.00 3,560.00

L To 300 mm diameter DI pipe. L532 m 4,457 13.90 7.00 25.50 6.96 4.64 58.00 258,506.00

M To 400 mm diameter DI pipe. L533.1 m 1,487 18.70 9.40 34.30 9.36 6.24 78.00 115,986.00

N To 600 mm diameter DI pipe. L533.2 m 2,609 27.60 13.80 50.60 13.80 9.20 115.00 300,035.00

P To 900 mm diameter DI pipe. L534 m 2,228 42.00 21.00 77.00 21.00 14.00 175.00 389,900.00







RATE (QAR)


Concrete Surrounds (encasement).

A To 300 mm diameter DI pipe. L542 m 191 36.00 8.00 116.00 24.00 16.00 200.00 38,200.00

B To 400 mm diameter DI pipe. L543.1 m 69 48.00 12.00 148.00 31.20 20.80 260.00 17,940.00

C To 600 mm diameter DI pipe. L543.2 m 226 86.00 22.00 260.00 55.20 36.80 460.00 103,960.00

D To 900 mm diameter DI pipe. L544 m 97 138.00 34.00 380.00 82.80 55.20 690.00 66,930.00

Corrosion Protection.

Clean, prime and wrap PVC bituminous corrosion protection wrapping tape and polythene sleeving to all outer surface of pipes as detailed on drawings and in accordance with the specifications.

E For 100 mm diameter DI pipe. L601.1 m 115 2.60 1.30 16.90 3.12 2.08 26.00 2,990.00

F For 150 mm diameter DI pipe. L601.2 m 98 3.10 1.60 25.70 4.56 3.04 38.00 3,724.00







RATE (QAR)


Corrosion Protection (Cont'd).

Clean, prime and wrap PVC bituminous corrosion protection wrapping tape and polythene sleeving to all outer surface of pipes as detailed on drawings and in accordance with the specifications (Cont'd).

A For 200 mm diameter DI pipe. L601.3 m 89 4.00 1.80 35.80 6.24 4.16 52.00 4,628.00

B For 300 mm diameter DI pipe. L602 m 4,648 6.00 3.20 52.40 9.24 6.16 77.00 357,896.00

C For 400 mm diameter DI pipe. L603.1 m 1,556 8.30 4.30 70.60 12.48 8.32 104.00 161,824.00

D For 600 mm diameter DI pipe. L603.2 m 2,835 12.20 6.10 103.30 18.24 12.16 152.00 430,920.00

E For 900 mm diameter DI pipe. L604 m 2,325 18.10 9.10 153.60 27.12 18.08 226.00 525,450.00

Thrust blocks and mechanical restraints.

F Allow for providing thrust blocks or restrainedjoints to Engineer's approval. L700 sum 1 112,000.00 16,000.00 192,000.00 48,000.00 32,000.00 400,000.00 400,000.00



G Allow for testing and commissioning of thepotable water system. X900 sum 1 324,000.00 108,000.00 288,000.00 108,000.00 72,000.00 900,000.00 900,000.00







RATE (QAR)

CLASS Y: SEWER AND WATER MAIN RENOVATION AND ANCILLARY WORKS.

Disconnecting existing pipes.

A Disconnect existing 100 mm diameter pipe lineincluding necessary fittings, additionalexcavation and backfilling etc. Y591.1 nr 6 192.00 18.00 142.00 52.80 35.20 440.00 2,640.00

B Disconnect existing 150 mm diameter pipe lineincluding necessary fittings, additionalexcavation and backfilling etc. Y591.2 nr 1 192.00 18.00 222.00 64.80 43.20 540.00 540.00

C Disconnect existing 200 mm diameter pipe lineincluding necessary fittings, additionalexcavation and backfilling etc. Y591.3 nr 5 212.00 20.00 300.00 79.80 53.20 665.00 3,325.00

D Disconnect existing 300 mm diameter pipe lineincluding necessary fittings, additionalexcavation and backfilling etc. Y592 nr 1 260.00 32.00 420.00 106.80 71.20 890.00 890.00

E Disconnect existing 900 mm diameter pipe lineincluding necessary fittings, additionalexcavation and backfilling etc. Y594 nr 1 480.00 80.00 880.00 216.00 144.00 1,800.00 1,800.00







RATE (QAR)

Collection

G 10/1 1,186,645.00

G 10/2 168,625.00

G 10/3 10,298,655.00

G 10/4 7,653,385.00

G 10/5 2,450,695.00

G 10/6 939,125.00

G 10/7 812,450.00

G 10/8 897,300.00

G 10/9 2,744,050.00

G 10/10 449,025.00

G 10/11 671,600.00

G 10/12 446,150.00

G 10/13 860,450.00

G 10/14 593,950.00

G 10/15 676,450.00

G 10/16 200,850.00

31,049,405.00 C/F






RATE (QAR)


G 10/17 941,000.00

G 10/18 1,346,679.00

G 10/19 233,744.00

G 10/20 2,780,718.00

G 10/21 9,195.00

36,360,741.00 TOTAL FOR BILL NO. 10 - QGEWC WATER WORKS QAR.

BILL NO. 11

QGEWC ELECTRICITY WORKS


BILL NO. 11QGEWC ELECTRICITY WORKS



BILL NO. 11 - QGEWC ELECTRICITY


Removal of existing / redundent cables and ducts.

Carefully remove existing cables and deliver to QGEWC stores or dispose of as directed by the Engineer; include for excavation in any materials backfilling, disposal of surplus material to approved tip and reinstatements of surfaces disturbed.

A 66 kV XLPE cable + Pilot cable 1. D900.1 m 2,276 90.00 62.00 22.80 15.20 190.00 432,440.00

B 66 kV XLPE cable + Pilot cable 2. D900.2 m 2,275 90.00 62.00 22.80 15.20 190.00 432,250.00

C LV cable. D900.3 m 845 36.00 28.00 9.60 6.40 80.00 67,600.00

D MV cable. D900.4 m 4,072 36.00 28.00 9.60 6.40 80.00 325,760.00

E MV cable + pilot cable. D900.5 m 25,052 36.00 28.00 9.60 6.40 80.00 2,004,160.00

Removal of existing ducts.

F Remove existing ducts and dispose of asdirected by the Engineer; include for excavationin any materials and backfilling, disposal ofsurplus material to approved tip andreinstatement of surfaces disturbed. D900.6 m 1,692 22.00 26.00 7.20 4.80 60.00 101,520.00

3,363,730.00








(QAR) ITEM ITEM DESCRIPTION CESMM3 Ref. UNIT QTY RATE (QAR)

CLASS K: PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES.

Ducts.

Supply and install ducts for electrical cables as shown on drawings and specification; include for excavation, backfilling with selected excavated materials, reinstatement of surfaces disturbed, removal of surplus excavated materials and for providing PVC or HDPE pipes, draw ropes, plugs/end caps as necessary.

A Cable ducts; 4 way; depth 1.5 - 2 m; (EN4). K543.1 m 137 90.00 46.00 120.00 38.40 25.60 320.00 43,840.00

B Cable ducts; 6 way; depth 1.5 - 2 m; (EN6). K543.2 m 1,637 130.00 70.00 220.00 63.00 42.00 525.00 859,425.00

C Cable ducts; depth 1.5 - 2 m; (Type E for HV).K543.3 m 202 180.00 98.00 330.00 91.20 60.80 760.00 153,520.00


Surrounds.

Concrete surround for ducts as shown on Drawings and Specifications.

D Cable ducts; 4 way; (EN4). L549.1 m 137 40.00 20.00 220.00 42.00 28.00 350.00 47,950.00

E Cable ducts; 6 way; (EN6). L549.2 m 1,637 75.00 45.00 300.00 63.00 42.00 525.00 859,425.00

F Cable ducts; (Type E). L549.3 m 202 130.00 68.00 490.00 103.20 68.80 860.00 173,720.00








Trench Excavation for cables.

Excavation of trenches in any material as shown on drawings and Specifications; include for excavations, backfilling with selected excavated materials, reinstatement of surfaces disturbed, removal of surplus excavated materials and for providing warning tapes, cable tiles as necessary.

For HV/EHV Cables.

A 3 x 1C x 500 mm² + Fiber Optic telemetrycables (Saliyah/Olympic Feeder-1). X900.1 m 2,304 330.00 230.00 360.00 138.00 92.00 1,150.00 2,649,600.00

B 3 x 1C x 500 mm² + Fiber Optic telemetrycables (Saliyah/Olympic Feeder-2). X900.2 m 2,460 330.00 230.00 360.00 138.00 92.00 1,150.00 2,829,000.00

For MV/LV Cables.

C 3C x 240 mm² XLPE cable + Pilot cable. X900.3 m 14,780 44.00 30.00 46.00 18.00 12.00 150.00 2,217,000.00

D 2 x 3C x 240 mm² XLPE cable + Pilot cable. X900.4 m 750 48.00 34.00 54.00 20.40 13.60 170.00 127,500.00

E 3C x 300 mm² XLPE cable. X900.5 m 1,212 44.00 30.00 46.00 18.00 12.00 150.00 181,800.00

F 3C x 300 mm² XLPE cable + Pilot cable. X900.6 m 12,846 44.00 30.00 46.00 18.00 12.00 150.00 1,926,900.00

G 4C x 16 mm² XLPE cable. X900.7 m 6 34.00 24.00 38.00 14.40 9.60 120.00 720.00

H 4C x 16 mm² XLPE cable + 1C x 16 mm² ECC. X900.8 m 220 34.00 24.00 38.00 14.40 9.60 120.00 26,400.00

J 4C x 35 mm² XLPE. X900.9 m 15 34.00 24.00 38.00 14.40 9.60 120.00 1,800.00








Trench Excavation for cables (Cont'd).

Excavation of trenches in any material as shown on drawings and Specifications; include for excavations, backfilling with selected excavated materials, reinstatement of surfaces disturbed, removal of surplus excavated materials and for providing warning tapes, cable tiles as necessary (Cont'd).

For MV/LV Cables (Cont'd).

A 4C x 35 mm² XLPE cable + 1C x 16 mm² ECC. X900.10 m 30 34.00 24.00 38.00 14.40 9.60 120.00 3,600.00

B 4C x 50 mm² XLPE cable. X900.11 m 6 34.00 24.00 38.00 14.40 9.60 120.00 720.00

C 4C x 70 mm² XLPE cable. X900.12 m 58 34.00 24.00 38.00 14.40 9.60 120.00 6,960.00

D 4C x 70 mm² XLPE cable + 1C x 35 mm² ECC. X900.13 m 30 34.00 24.00 38.00 14.40 9.60 120.00 3,600.00

E 4C x 120 mm² XLPE cable. X900.14 m 12 44.00 30.00 46.00 18.00 12.00 150.00 1,800.00

F 4C x 120 mm² XLPE cable + 1C x 70 mm²ECC. X900.15 m 40 44.00 30.00 46.00 18.00 12.00 150.00 6,000.00

G 4C x 300 mm² XLPE cable. X900.16 m 730 44.00 30.00 46.00 18.00 12.00 150.00 109,500.00

H 4C x 300 mm² XLPE cable + 1C x 150 mm²ECC. X900.17 m 5,190 44.00 30.00 46.00 18.00 12.00 150.00 778,500.00








Cables.

Supplying and laying of cables including jointing and terminations as detailed on Drawings and Specifications.

HV/EHV Cables.

A 3 x 1C x 500 mm² + Fiber Optic telemetrycables (Saliyah/Olympic Feeder-1). X900.18 m 2,304 540.00 180.00 4,560.00 792.00 528.00 6,600.00 15,206,400.00

B 3 x 1C x 500 mm² + Fiber Optic telemetrycables (Saliyah/Olympic Feeder-2). X900.19 m 2,460 540.00 180.00 4,560.00 792.00 528.00 6,600.00 16,236,000.00

MV/LV Cables.

C 3C x 240 mm² XLPE cable + Pilot cable. X900.20 m 14,780 110.00 - 370.00 72.00 48.00 600.00 8,868,000.00

D 2 x 3C x 240 mm² XLPE cable + Pilot cable. X900.21 m 750 190.00 - 670.00 129.00 86.00 1,075.00 806,250.00

E 3C x 300 mm² XLPE cable. X900.22 m 1,212 110.00 - 450.00 84.00 56.00 700.00 848,400.00

F 3C x 300 mm² XLPE cable + Pilot cable. X900.23 m 12,846 120.00 - 520.00 96.00 64.00 800.00 10,276,800.00

G 4C x 16 mm² XLPE cable. X900.24 m 6 12.00 - 56.00 10.20 6.80 85.00 510.00

H 4C x 16 mm² XLPE cable + 1C x 16 mm² ECC. X900.25 m 220 15.00 - 61.00 11.40 7.60 95.00 20,900.00

J 4C x 35 mm² XLPE cable. X900.26 m 15 18.00 - 94.00 16.80 11.20 140.00 2,100.00








Cables (Cont'd).

Supplying and laying of cables including jointing and terminations as detailed on Drawings and Specifications (Cont'd).

MV/LV Cables (Cont'd).

A 4C x 35 mm² XLPE cable + 1C x 16 mm² ECC.X900.27 m 30 20.00 - 100.00 18.00 12.00 150.00 4,500.00

B 4C x 50 mm² XLPE cable. X900.28 m 6 24.00 - 120.00 21.60 14.40 180.00 1,080.00

C 4C x 70 mm² XLPE cable. X900.29 m 58 28.00 - 148.00 26.40 17.60 220.00 12,760.00

D 4C x 70 mm² XLPE cable + 1C x 35 mm² ECC. X900.30 m 30 32.00 - 164.00 29.40 19.60 245.00 7,350.00

E 4C x 120 mm² XLPE cable. X900.31 m 12 36.00 - 204.00 36.00 24.00 300.00 3,600.00

F 4C x 120 mm² XLPE cable + 1C x 70 mm²ECC. X900.32 m 40 42.00 - 230.00 40.80 27.20 340.00 13,600.00

G 4C x 300 mm² XLPE cable. X900.33 m 730 110.00 - 550.00 99.00 66.00 825.00 602,250.00

H 4C x 300 mm² XLPE cable + 1C x 150 mm²ECC. X900.34 m 5,190 120.00 - 640.00 114.00 76.00 950.00 4,930,500.00








Cable Joints.

Provide different types of joints as detailed on drawings and specification and in compliance with KAHRAMAA requirements.

A Straight Joints (ST) at new/existing cables. X900.35 nr 66 180.00 - 1,260.00 216.00 144.00 1,800.00 118,800.00

B Pot End (PE). X900.36 nr 18 80.00 - 352.00 64.80 43.20 540.00 9,720.00

C Tee Joints (T) at new/existing cables. X900.37 nr 5 280.00 - 1,640.00 288.00 192.00 2,400.00 12,000.00

D T Joints (T). X900.38 nr 27 280.00 - 1,640.00 288.00 192.00 2,400.00 64,800.00

E Straight Joints at new/existing 66 kV cables. X900.39 nr 4 27,000.00 - 153,000.00 27,000.00 18,000.00 225,000.00 900,000.00

Substation Works.

Construction of following substations as specified and to the approval of KAHRAMAA providing all transformers, switchgear and associated devices, fittings, accessories and related builders works (KAHRAMAA Scheme Ref. 22/27/2012).

F Substation - 1 (Junction 102). X900.40 sum 1 400,000.00 25,000.00 1,575,000.00 300,000.00 200,000.00 2,500,000.00 2,500,000.00

G Substation - 4 (Al Saliya Road). X900.41 sum 1 400,000.00 25,000.00 1,575,000.00 300,000.00 200,000.00 2,500,000.00 2,500,000.00

H Substation - 5 (Al Furosiya Road). X900.42 sum 1 400,000.00 25,000.00 1,575,000.00 300,000.00 200,000.00 2,500,000.00 2,500,000.00


J Allow for testing and commissioning allQGEWC Electricity works. X900.43 sum 1 700,000.00 140,000.00 560,000.00 210,000.00 140,000.00 1,750,000.00 1,750,000.00







Collection

G 11/1 3,363,730.00

G 11/2 2,137,880.00

G 11/3 9,960,720.00

G 11/4 910,680.00

G 11/5 52,265,360.00

G 11/6 5,575,640.00

G 11/7 10,355,320.00

84,569,330.00 TOTAL FOR BILL NO. 11 - QGEWC ELECTRICITY WORKS QAR.

BILL NO. 12

ROAD DEPARTMENT STREET LIGHTING


BILL NO. 12ROAD DEPARTMENT STREET LIGHTING



BILL NO. 12 - ROAD DEPARTMENT STREET LIGHTING.


Ducts.

Ducts for street lighting cables as shown on drawings and specification; include for excavation, backfilling with selected excavated, materials reinstatement of surfaces disturbed, removal of surplus excavated materials and for providing PVC or HDPE ducts, draw ropes, plugs/end caps as necessary.

A Cable ducts; depth not exceeding 1.5 m (StreetLighting Duct - 1). K522.1 m 646 60.00 30.00 70.00 24.00 16.00 200.00 129,200.00

B Cable ducts; depth not exceeding 1.5 m (StreetLighting Duct - 2). K522.2 m 105 60.00 30.00 70.00 24.00 16.00 200.00 21,000.00

C Cable ducts; depth not exceeding 1.5 m (StreetLighting Duct - 4). K522.3 m 43 60.00 30.00 70.00 24.00 16.00 200.00 8,600.00










Surrounds.

Concrete surround for ducts as shown on Drawings and Specifications.

A Cable ducts; Ref. Street Lighting Duct - 1. L549.1 m 646 30.00 18.00 136.00 27.60 18.40 230.00 148,580.00

B Cable ducts; Ref. Street Lighting Duct - 2. L549.2 m 105 30.00 18.00 136.00 27.60 18.40 230.00 24,150.00

C Cable ducts; Ref. Street Lighting Duct - 3. L549.3 m 43 30.00 18.00 136.00 27.60 18.40 230.00 9,890.00


Trench Excavation for cables.

Excavation of trenches in any material as shown on drawings and Specifications; include for excavations, backfilling with selected excavated materials, reinstatement surfaces disturbed, removal of surplus excavated materials and for providing warning tapes, cable tiles as necessary.

D 4C x 16 mm² XLPE cable + 1C x 16 mm² ECC.X900.1 m 4,600 34.00 24.00 38.00 14.40 9.60 120.00 552,000.00

E 4C x 25 mm² XLPE cable + 1C x 16 mm² ECC.X900.2 m 6,146 34.00 24.00 38.00 14.40 9.60 120.00 737,520.00

F 4C x 35 mm² XLPE cable + 1C x 16 mm² ECC.X900.3 m 5,815 34.00 24.00 38.00 14.40 9.60 120.00 697,800.00








Cable Laying and Jointing.

Supplying and laying cables in trench including terminations and jointing as detailed on drawings and specifications.

A 4C x 16 mm² XLPE cable + 1C x 16 mm² ECC.X900.4 m 4,600 15.00 - 61.00 11.40 7.60 95.00 437,000.00

B 4C x 25 mm² XLPE cable + 1C x 16 mm² ECC.X900.5 m 6,146 18.00 - 78.00 14.40 9.60 120.00 737,520.00

C 4C x 35 mm² XLPE cable + 1C x 16 mm² ECC.X900.6 m 5,815 20.00 - 100.00 18.00 12.00 150.00 872,250.00

Supplying and laying cables laying in trenches or drawn in conduit/ trunking/ duct including jointing as detailed on drawings and specifications.

D 4C x 16 mm² XLPE Cable+ 1C x 16 mm² ECCthrough Bridge deck. X900.7 m 958 60.00 28.00 120.00 31.20 20.80 260.00 249,080.00








Street Lighting Columns and Brackets.

Supply and install street lighting column assembly complete with lamps, luminaries, heat resistant flexible cables and accessories inside the lighting columns; include for excavation, concrete foundations, backfiling, removal of surplus materials to approved tip, reinstatement of surface as required, ducts, bolts, hardboard protection, lighting verifications complete as detailed on drawings and specifications.

A Street lights with 1 x 400 W high pressuresodium vapour lamp, pole height 12 m; Ref. 12-1-400. X900.8 nr 196 1,200.00 800.00 8,500.00 1,575.00 1,050.00 13,125.00 2,572,500.00

B Street lights with 2 x 400 W high pressuresodium vapour lamp, pole height 12 m; Ref. 12-2-400. X900.9 nr 48 1,400.00 800.00 9,800.00 1,800.00 1,200.00 15,000.00 720,000.00

C Street lights with 6 x 600 W high pressuresodium vapour lamp, pole height 25 m; Ref. 25-6-600. X900.10 nr 53 2,600.00 2,000.00 47,400.00 7,800.00 5,200.00 65,000.00 3,445,000.00








Street Lighting Feeder Pillars.

Supply and install feeder pillars complete with, construct foundation including excavation, backfilling and reinstatement of any surfaces disturbed, termination of distribution control cables and photocell control circuit, lighting verifications as detailed on drawings and specifications.

A Three phase 200 AMP street lighting feederpillars; Ref. FP-01, 02, 03, 04, 08, 16, 17, 18and 19. X900.11 nr 9 2,200.00 600.00 18,800.00 3,240.00 2,160.00 27,000.00 243,000.00

Earthing.

B Supply and install ground rods at each end ofcircuits. X900.12 nr 57 420.00 - 2,380.00 420.00 280.00 3,500.00 199,500.00

C Supply and install ground rods at lighting poles. X900.13 nr 26 420.00 - 2,380.00 420.00 280.00 3,500.00 91,000.00

D Supply and install ground rods at each feederpillar. X900.14 nr 9 420.00 - 2,380.00 420.00 280.00 3,500.00 31,500.00

Bridge / Underpass Lightings.

E Allow for supply and installation of contractordesigned lighting system for soffit of bridgesincluding HPS luminaires, accessories, cablesand cable connections, luminance meters,distribution boards, design adjustment worksand all other related works etc complete asrequired and approved by the Engineer.

X900.15 sum 1 417,600.00 - 2,366,400.00 417,600.00 278,400.00 3,480,000.00 3,480,000.00








Underpass Lightings.

A Allow for supply and installation of Contractordesigned lighting system for soffit of underpassincluding luminaires, accessories, cables andcable connections, luminance meters,distribution boards, any design adjustmentworks and all other related works etc completeas required and approved by the Engineer.

X900.16 sum 1 124,000.00 - 496,000.00 93,000.00 62,000.00 775,000.00 775,000.00


B Allow for testing and commissioning of streetlighting. X900.17 Sum 1 320,000.00 64,000.00 256,000.00 96,000.00 64,000.00 800,000.00 800,000.00







Collection

G 12/1 158,800.00

G 12/2 2,169,940.00

G 12/3 2,295,850.00

G 12/4 6,737,500.00

G 12/5 4,045,000.00

G 12/6 1,575,000.00

16,982,090.00 TOTAL FOR BILL NO. 12 - ROAD DEPARTMENT STREET LIGHTING QAR.

BILL NO. 13

OOREDOO/VODAFONE/MOI-SSD/QATAR ARMED FORCES WORKS


BILL NO. 13OOREDOO/VODAFONE/MOI-SSD/QATAR ARMED FORCES WORKS



BILL NO. 13 - OOREDOO/VODAFONE/MOI-SSD/QATAR ARMED FORCES WORKS.

WORKS FOR OOREDOO.


Removal of cancelled Ooredoo ducts.

A Remove existing cancelled Ooredoo duct includingexcavation in any materials, backfilling and removalof concrete surrounds and reinstatement whererequired, dispose to tip off site as detailed onDrawings and Specifications. D900.1 m 8,639 22.00 26.00 - 7.20 4.80 60.00 518,340.00

Removal of cancelled manholes and chambers.

Demolish existing manhole/chambers and dispose off to approved tip including excavation, returning of cover and frame to Ooredoo, connecting the ducts together, backfilling and reinstatement where required.

B MRT-2B. D900.2 nr 2 650.00 710.00 200.00 234.00 156.00 1,950.00 3,900.00

C JF-6. D900.3 nr 1 650.00 710.00 200.00 234.00 156.00 1,950.00 1,950.00

D JRC-12. D900.4 nr 1 770.00 850.00 300.00 288.00 192.00 2,400.00 2,400.00

E JRC-14. D900.5 nr 14 770.00 850.00 300.00 288.00 192.00 2,400.00 33,600.00









WORKS FOR OOREDOO (CONT'D).


Reinforced concrete manholes/joint boxes including excavation in any material, backfilling, disposal, resinstatement of surfaces, cover and frame, coatings, finishes, etc complete as detailed on drawings and specifications.

Note: Ooredoo will provide cable ducts, endcaps, drawer ropes, spacers and furnitures formanholes and joint boxes. The Contractor shallinclude in his rates for collection and storage ofthese materials from Ooredoo and all necessarycivil works.

A JRC-14; depth 1.5 - 2.0 m. K232.1 nr 39 2,400.00 1,200.00 8,400.00 1,800.00 1,200.00 15,000.00 585,000.00

B JRC-14 (with extra depth of 200 mm);depth 1.5 - 2.0 m. K232.2 nr 2 2,700.00 1,300.00 9,400.00 2,010.00 1,340.00 16,750.00 33,500.00

C MRT-9; depth 2 - 2.5 m. K233 nr 10 3,500.00 1,800.00 12,300.00 2,640.00 1,760.00 22,000.00 220,000.00








CLASS K: PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES (CONT'D).

Ducts.

Install ducts complete with end caps and all other fittings including collection of free issued materials from Ooredoo; allow for excavation in configurations and to depth as shown on the drawings, backfilling with suitable backfill material, reinstatement of surfaces, marker tape, jointing ducts and reinstatement where required etc complete as shown on drawings and specifications.

A Cable ducts, 4 way; depth not exceeding 1.5 m(4 x D54). K542.1 m 15 45.00 27.00 20.00 13.80 9.20 115.00 1,725.00

B Cable ducts, 6 way; depth not exceeding 1.5 m(6 x D54). K542.2 m 8,128 60.00 30.00 30.00 18.00 12.00 150.00 1,219,200.00

C Cable ducts, 9 way; depth not exceeding 1.5 m(9 x D54). K542.3 m 1,154 86.00 44.00 38.00 25.20 16.80 210.00 242,340.00

Pipework ancillaries.

D Connect new ducts to existing chambers includingadditional excavation and backfilling, reinstatementof surfaces, removal of surplus materials to approvedtip and all necessary civil works. K859 nr 2 1,800.00 1,200.00 400.00 510.00 340.00 4,250.00 8,500.00

E Connect existing ducts to new chambers includingadditional excavation and backfilling, reinstatementof surfaces, removal of surplus materials to approvedtip and all necessary civil works. K869 nr 3 1,600.00 920.00 400.00 438.00 292.00 3,650.00 10,950.00









Bed and surrounds in selected granular material for cable ducts complete as shown on Drawings and Specifications.

A Cable ducts, 4 way (4 x D54). L529.1 m 15 18.00 8.00 30.00 8.40 5.60 70.00 1,050.00

B Cable ducts, 6 way (6 x D54). L529.2 m 7,422 23.00 10.00 55.00 13.20 8.80 110.00 816,420.00

C Cable ducts, 9 way (9 x D54). L529.3 m 902 38.00 15.00 75.00 19.20 12.80 160.00 144,320.00

Concrete beds/surround for cable ducts complete as shown on Drawings and Specifications.

D Cable ducts, 6 way (6 x D54). L549.1 m 706 45.00 22.00 125.00 28.80 19.20 240.00 169,440.00

E Cable ducts, 9 way (9 x D54). L549.2 m 252 50.00 30.00 220.00 45.00 30.00 375.00 94,500.00







WORKS FOR VODAFONE.


Removal of cancelled Vodafone ducts.

A Remove of existing cancelled Vodafone ductincluding excavation in any materials, backfilling andremoval of concrete surrounds and reinstatementwhere required, dispose to tip off site as detailed ondrawings and specifications. D900.1 m 1,324 22.00 26.00 - 7.20 4.80 60.00 79,440.00

Removal of cancelled manholes and chambers.

Demolish existing manhole/chambers and dispose off to approved tip including excavation, returning of cover and frame to Vodafone, connecting the ducts together, backfilling and reinstatement where required.

B JRC-12. D900.2 nr 2 770.00 1,150.00 - 288.00 192.00 2,400.00 4,800.00







WORKS FOR VODAFONE (CONT'D).



Note: Vodafone will provide cable ducts, endcaps, drawer ropes, spacers and furnitures formanholes and joint boxes. The Contractor shallinclude in his rates for collection and storage ofthese materials from Vodafone and all necessarycivil works.

A JRC-12; depth 1.5 - 2.0 m. K232.1 nr 4 1,800.00 800.00 6,200.00 1,320.00 880.00 11,000.00 44,000.00

B JRC-14; depth 1.5 - 2.0 m. K232.2 nr 2 2,400.00 1,200.00 8,400.00 1,800.00 1,200.00 15,000.00 30,000.00

Ducts.

Install ducts complete with end caps and all other fittings including collection of free issued materials from Ooredoo; allow for excavation in configurations and to depth as shown on the drawings, backfilling with suitable backfill material, reinstatement of surfaces, marker tape, jointing ducts and reinstatement where required etc complete as shown on drawings and specifications.

C Cable ducts, 4 way; depth not exceeding 1.5 m(4 x D54). K542.1 m 1,311 45.00 27.00 20.00 13.80 9.20 115.00 150,765.00







WORKS FOR VODAFONE (CONT'D).


Pipework ancillaries.

A Connect new ducts to existing chambers includingadditional excavation and backfilling, reinstatementof surfaces, removal of surplus materials to approvedtip and all necessary civil works.

K859 nr 1 1,800.00 1,200.00 400.00 510.00 340.00 4,250.00 4,250.00

B Connect existing ducts to new chambers includingadditional excavation and backfilling, reinstatementof surfaces, removal of surplus materials to approvedtip and all necessary civil works.

K869 nr 2 1,600.00 920.00 400.00 438.00 292.00 3,650.00 7,300.00



C Cable ducts, 4 way (4 x D54). L529 m 1,167 18.00 8.00 30.00 8.40 5.60 70.00 81,690.00

Concrete beds/surround for ducts complete as shown on drawings and specifications.

D Cable ducts, 4 way (4 x D54). L549 m 144 42.00 20.00 90.00 22.80 15.20 190.00 27,360.00







WORKS FOR QATAR ARMED FORCES.



A JRC-12; depth not exceeding 1.5 m. K232 nr 12 1,600.00 700.00 5,700.00 1,200.00 800.00 10,000.00 120,000.00

Ducts.

Supply and construct ducts including excavation in any material to configurations and depths as shown on the Drawing, backfilling with suitable backfill material, marker tape, jointing ducts and reinstatement where required etc complete as shown on Drawings and Specifictions.

B 2 x 7 W Micro ducts; depth not exceeding 1.5 m. K522 nr 5,910 50.00 20.00 70.00 21.00 14.00 175.00 1,034,250.00


C 2 x 7 W Micro ducts. L529 nr 5,266 18.00 8.00 30.00 8.40 5.60 70.00 368,620.00

Concrete beds/surround for ducts complete as shown on Drawings and Specifications.

D 2 x 7 W Micro ducts. L549 nr 644 40.00 20.00 84.00 21.60 14.40 180.00 115,920.00







WORKS FOR MOI.


A Manhole; depth not exceeding 1.5 m. K211 nr 30 1,400.00 600.00 3,600.00 840.00 560.00 7,000.00 210,000.00

Ducts

Supply and construct ducts including excavation in any material to configurations and depths as shown on the Drawing, backfilling with suitable backfill material, marker tape, jointing ducts, testing and cleaning and reinstatement where required etc complete as detailed on SSD Standard Specification.

B Cable ducts; depth not exceeding 1.5 m. K522 m 4,333 45.00 27.00 72.00 21.60 14.40 180.00 779,940.00


Beds and surrounds in selected granular material of cable ducts complete as shown on Drawings and Specifications.

C Cable ducts; 2 way. L529 m 926 16.00 8.00 20.00 6.60 4.40 55.00 50,930.00

Concrete beds/surround for ducts complete as per SSD Standard Specifications.

D Cable ducts; 2 way. L549 m 30 36.00 20.00 72.00 19.20 12.80 160.00 4,800.00







Collection

G 13/1 560,190.00

G 13/2 838,500.00

G 13/3 1,482,715.00

G 13/4 1,225,730.00

G 13/5 84,240.00

G 13/6 224,765.00

G 13/7 120,600.00

G 13/8 1,638,790.00

G 13/9 1,045,670.00

7,221,200.00 TOTAL FOR BILL NO. 13 - OOREDOO/VODAFONE/QATAR ARMED FORCES WORKS QAR.

BILL NO. 14

TREATED SEWAGE EFFLUENT (TSE) WORKS


BILL NO. 14TSE WORKS(TREATED SEWAGE EFFLUENT)



BILL NO. 14 - TREATED SEWAGE EFFLUENT (TSE) WORKS.


Remove existing TSE piping and dispose of as directed by the Engineer.

A 355 mm diameter pipe. D620.1 m 261 28.00 24.00 8.00 9.00 6.00 75.00 19,575.00

B 450 mm diameter pipe. D620.2 m 2,247 30.00 26.00 8.00 9.60 6.40 80.00 179,760.00

C 800 mm diameter pipe. D630.1 m 929 43.00 37.00 12.00 13.80 9.20 115.00 106,835.00

D 900 mm diameter pipe. D630.2 m 982 43.00 37.00 12.00 13.80 9.20 115.00 112,930.00

E 1000 mm diameter pipe. D630.3 m 1,207 56.00 44.00 16.00 17.40 11.60 145.00 175,015.00

F Existing distribution chambers. D900 nr 8 1,100.00 1,600.00 300.00 450.00 300.00 3,750.00 30,000.00

624,115.00









CLASS I: PIPEWORK - PIPES.

GRP pipes with flexible spigots and socket joints, in trenches including excavation in any materials, backfilling, compaction, removal of surplus materials, reinstatement of surfaces etc as detailed on drawings and specifications.


B 350 mm diameter, depth 2.0 - 2.5 m. I634.1 m 493 180.00 120.00 372.00 100.80 67.20 840.00 414,120.00

C 400 mm diameter, depth 2.0 - 2.5 m. I634.2 m 86 210.00 134.00 388.00 109.80 73.20 915.00 78,690.00







K 400 mm diameter, depth 3.5 - 4.0 m. I637 m 24 280.00 188.00 388.00 128.40 85.60 1,070.00 25,680.00

L 900 mm diameter, not exceeding 1.5 m. I642 m 5 310.00 190.00 1,400.00 285.00 190.00 2,375.00 11,875.00

M 900 mm diameter, depth 2.5 - 3.0 m. I645 m 227 360.00 240.00 1,400.00 300.00 200.00 2,500.00 567,500.00









A 900 mm diameter, depth 3.0 - 3.5 m. I646 m 863 380.00 260.00 1,400.00 306.00 204.00 2,550.00 2,200,650.00

B 900 mm diameter, depth 3.5 - 4.0 m. I647 m 851 420.00 300.00 1,400.00 318.00 212.00 2,650.00 2,255,150.00

C 900 mm diameter, depth 4.0 - 4.5 m. I648.1 m 281 440.00 340.00 1,400.00 327.00 218.00 2,725.00 765,725.00

D 900 mm diameter, depth 4.5 - 5.0 m. I648.2 m 522 480.00 380.00 1,400.00 339.00 226.00 2,825.00 1,474,650.00


F 1000 mm diameter, depth 1.5 - 2.0 m. I653 m 61 320.00 200.00 1,640.00 324.00 216.00 2,700.00 164,700.00

G 1000 mm diameter, depth 2.0 - 2.5 m. I654 m 102 360.00 240.00 1,640.00 336.00 224.00 2,800.00 285,600.00

H 1000 mm diameter, depth 2.5 - 3.0 m. I655 m 582 380.00 260.00 1,640.00 342.00 228.00 2,850.00 1,658,700.00

J 1000 mm diameter, depth 3.0 - 3.5 m. I656 m 1,941 400.00 280.00 1,640.00 348.00 232.00 2,900.00 5,628,900.00

K 1000 mm diameter, depth 3.5 - 4.0 m. I657 m 432 430.00 310.00 1,640.00 357.00 238.00 2,975.00 1,285,200.00

L 1000 mm diameter, depth 4.0 - 4.5 m. I658 m 150 460.00 340.00 1,640.00 366.00 244.00 3,050.00 457,500.00








HDPE pipes with approved joints, in trenches including excavation in any materials, backfilling, compaction, removal of surplus materials, reinstatement of surfaces etc as detailed on drawings and specifications.


B 225 mm diameter, depth 2.0 - 2.5 m. I724 m 332 180.00 120.00 340.00 96.00 64.00 800.00 265,600.00

C 225 mm diameter, depth 2.5 - 3.0 m. I725 m 1,172 200.00 140.00 340.00 102.00 68.00 850.00 996,200.00

D 225 mm diameter, depth 3.0 - 3.5 m. I726 m 2,036 230.00 170.00 340.00 111.00 74.00 925.00 1,883,300.00

E 225 mm diameter, depth 3.5 - 4.0 m. I727 m 1,295 250.00 190.00 340.00 117.00 78.00 975.00 1,262,625.00










CLASS J: PIPEWORK - FITTINGS AND

Ductile iron fittings in chambers as specified.

A 80 mm diameter bend. J311.1 nr 10 70.00 50.00 360.00 72.00 48.00 600.00 6,000.00

B 150 mm diameter bend. J311.2 nr 4 84.00 58.00 498.00 96.00 64.00 800.00 3,200.00

C 200 mm diameter bend. J311.3 nr 19 98.00 68.00 790.00 143.40 95.60 1,195.00 22,705.00

D 200 mm diameter tee. J321 nr 11 160.00 120.00 2,000.00 342.00 228.00 2,850.00 31,350.00

E 350 mm diameter tee. J323.1 nr 3 220.00 140.00 2,700.00 459.00 306.00 3,825.00 11,475.00

F 400 mm diameter tee. J323.2 nr 3 270.00 160.00 3,970.00 660.00 440.00 5,500.00 16,500.00

G 450 mm diameter tee. J323.3 nr 1 310.00 190.00 4,600.00 765.00 510.00 6,375.00 6,375.00

H 900 mm diameter tee. J324 nr 16 810.00 470.00 22,000.00 3,492.00 2,328.00 29,100.00 465,600.00

J 1000 mm diameter tee. J325 nr 17 970.00 550.00 26,000.00 4,128.00 2,752.00 34,400.00 584,800.00

K 200 mm diameter adaptor. J351 nr 33 150.00 100.00 910.00 174.00 116.00 1,450.00 47,850.00

L 350 mm diameter adaptor. J353.1 nr 3 440.00 220.00 4,280.00 741.00 494.00 6,175.00 18,525.00

M 400 mm diameter adaptor. J353.2 nr 4 490.00 240.00 4,710.00 816.00 544.00 6,800.00 27,200.00

N 450 mm diameter adaptor. J353.3 nr 1 520.00 260.00 5,420.00 930.00 620.00 7,750.00 7,750.00

P 900 mm diameter adaptor. J354 nr 4 880.00 390.00 8,490.00 1,464.00 976.00 12,200.00 48,800.00

Q 1000 mm diameter adaptor. J355 nr 2 980.00 430.00 10,190.00 1,740.00 1,160.00 14,500.00 29,000.00







CLASS J: PIPEWORK - FITTINGS AND VALVES (CONT'D).

Ductile iron fittings in chambers as specified (Cont'd).

A 150 mm diameter double flanged pipe withpuddle flange. J381.1 nr 4 150.00 40.00 1,210.00 210.00 140.00 1,750.00 7,000.00

B 200 mm diameter double flanged pipe withpuddle flange. J381.2 nr 10 200.00 60.00 1,620.00 282.00 188.00 2,350.00 23,500.00

C 200 mm diameter double flanged pipe. J381.3 nr 4 105.00 35.00 980.00 168.00 112.00 1,400.00 5,600.00

D 200 mm diameter double spigot rocker pipe. J381.4 nr 2 105.00 35.00 920.00 159.00 106.00 1,325.00 2,650.00

E 200 mm diameter flanged spigot pipe withpuddle flange. J381.5 nr 18 200.00 60.00 1,620.00 282.00 188.00 2,350.00 42,300.00

F 200 mm diameter socket spigot pipe withpuddle flange. J381.6 nr 1 200.00 60.00 1,620.00 282.00 188.00 2,350.00 2,350.00

G 350 mm diameter double spigot rocker pipe. J383.1 nr 8 200.00 80.00 1,760.00 306.00 204.00 2,550.00 20,400.00

H 400 mm diameter double spigot rocker pipe. J383.2 nr 6 220.00 90.00 1,930.00 336.00 224.00 2,800.00 16,800.00

J 450 mm diameter double spigot rocker pipe. J383.3 nr 2 205.00 55.00 1,720.00 297.00 198.00 2,475.00 4,950.00

K 350 mm diameter flanged spigot pipe withpuddle flange. J383.4 nr 2 280.00 80.00 2,480.00 426.00 284.00 3,550.00 7,100.00

L 400 mm diameter flanged spigot pipe withpuddle flange. J383.5 nr 2 360.00 140.00 3,240.00 561.00 374.00 4,675.00 9,350.00

M 350 mm diameter socket spigot pipe withpuddle flange. J383.6 nr 2 330.00 120.00 2,950.00 510.00 340.00 4,250.00 8,500.00








Ductile iron fittings in chambers as specified (Cont'd).

A 400 mm diameter socket spigot pipe withpuddle flange. J383.7 nr 2 360.00 140.00 3,240.00 561.00 374.00 4,675.00 9,350.00

B 900 mm diameter double flanged pipe. J384.1 nr 2 600.00 240.00 5,120.00 894.00 596.00 7,450.00 14,900.00

C 900 mm diameter double flanged pipe withpuddle flange. J384.2 nr 2 640.00 240.00 5,600.00 972.00 648.00 8,100.00 16,200.00

D 900 mm diameter double spigot rocker pipe. J384.3 nr 26 600.00 240.00 5,120.00 894.00 596.00 7,450.00 193,700.00

E 900 mm diameter flanged spigot pipe withpuddle flange. J384.4 nr 10 640.00 240.00 5,600.00 972.00 648.00 8,100.00 81,000.00

F 900 mm diameter socket spigot pipe withpuddle flange. J384.5 nr 2 640.00 240.00 5,600.00 972.00 648.00 8,100.00 16,200.00

G 1000 mm diameter double flanged pipe. J385.1 nr 2 660.00 260.00 6,200.00 1,068.00 712.00 8,900.00 17,800.00

H 1000 mm diameter double flanged pipe withpuddle flange. J385.2 nr 1 720.00 260.00 6,800.00 1,167.00 778.00 9,725.00 9,725.00

J 1000 mm diameter double spigot rocker pipe. J385.3 nr 35 660.00 260.00 6,200.00 1,068.00 712.00 8,900.00 311,500.00

K 1000 mm diameter flanged spigot pipe withpuddle flange. J385.4 nr 25 720.00 260.00 6,800.00 1,167.00 778.00 9,725.00 243,125.00

L 1000 mm diameter socket spigot pipe withpuddle flange. J385.5 nr 1 720.00 260.00 6,800.00 1,167.00 778.00 9,725.00 9,725.00








GRP pipe fittings in trenches as specified.

A 350 mm diameter bend. J513.1 nr 4 135.00 115.00 1,150.00 210.00 140.00 1,750.00 7,000.00

B 400 mm diameter bend. J513.2 nr 4 150.00 115.00 1,275.00 231.00 154.00 1,925.00 7,700.00

C 900 mm diameter bend. J514 nr 7 510.00 360.00 4,250.00 768.00 512.00 6,400.00 44,800.00

D 1000 mm diameter bend. J515 nr 21 590.00 360.00 5,250.00 930.00 620.00 7,750.00 162,750.00

E 350 mm diameter tee. J523.1 nr 2 160.00 130.00 1,350.00 246.00 164.00 2,050.00 4,100.00

F 400 mm diameter tee. J523.2 nr 3 180.00 130.00 1,570.00 282.00 188.00 2,350.00 7,050.00

G 450 mm diameter tee. J523.3 nr 1 210.00 160.00 1,970.00 351.00 234.00 2,925.00 2,925.00

H 900 mm diameter tee. J524 nr 2 720.00 440.00 6,200.00 1,104.00 736.00 9,200.00 18,400.00

J 350 mm diameter end cap. J593.1 nr 1 110.00 80.00 970.00 174.00 116.00 1,450.00 1,450.00

K 400 mm diameter end cap. J593.2 nr 1 130.00 90.00 1,180.00 210.00 140.00 1,750.00 1,750.00

L 450 mm diameter end cap. J593.3 nr 1 140.00 90.00 1,430.00 249.00 166.00 2,075.00 2,075.00

M 900 mm diameter end cap. J594 nr 2 460.00 320.00 4,140.00 738.00 492.00 6,150.00 12,300.00

N 1000 mm diameter end cap. J595 nr 1 540.00 320.00 4,900.00 864.00 576.00 7,200.00 7,200.00








HDPE pipe fittings in trenches as specified.

A 225 mm diameter bend. J612 nr 11 100.00 20.00 520.00 96.00 64.00 800.00 8,800.00

B 225 mm diameter tee. J622 nr 4 130.00 20.00 790.00 141.00 94.00 1,175.00 4,700.00

C 225 mm diameter end cap. J692 nr 35 100.00 20.00 460.00 87.00 58.00 725.00 25,375.00

Supply and install DI valves including extension spindles (where necessary) as shown on drawings and in accordance with specifications.

D 80 mm diameter gate valve. J811.1 nr 5 174.00 56.00 2,090.00 348.00 232.00 2,900.00 14,500.00

E 100 mm diameter gate valve. J811.2 nr 57 240.00 80.00 2,880.00 480.00 320.00 4,000.00 228,000.00

F 150 mm diameter gate valve. J811.3 nr 4 390.00 130.00 4,800.00 798.00 532.00 6,650.00 26,600.00

G 200 mm diameter gate valve. J811.4 nr 60 615.00 205.00 7,380.00 1,230.00 820.00 10,250.00 615,000.00

H 350 mm diameter gate valve. J813.1 nr 3 970.00 330.00 11,700.00 1,950.00 1,300.00 16,250.00 48,750.00

J 400 mm diameter butterfly valve. J843.1 nr 4 1,110.00 370.00 13,300.00 2,217.00 1,478.00 18,475.00 73,900.00

K 450 mm diameter butterfly valve. J843.2 nr 1 1,170.00 390.00 14,000.00 2,334.00 1,556.00 19,450.00 19,450.00

L 900 mm diameter butterfly valve. J844 nr 10 3,100.00 1,040.00 37,400.00 6,231.00 4,154.00 51,925.00 519,250.00

M 1000 mm diameter butterfly valve. J845 nr 5 3,330.00 1,110.00 41,100.00 6,831.00 4,554.00 56,925.00 284,625.00








Supply and install DI valves including extension spindles (where necessary) as shown on drawings and in accordance with specifications (Cont'd).

A Air valve on 200 mm diameter pipe. J861 nr 9 110.00 20.00 1,330.00 219.00 146.00 1,825.00 16,425.00

B Air valve on 350 mm diameter pipe. J863.1 nr 2 140.00 30.00 1,670.00 276.00 184.00 2,300.00 4,600.00

C Air valve on 400 mm diameter pipe. J863.2 nr 2 140.00 30.00 1,670.00 276.00 184.00 2,300.00 4,600.00

D Air valve on 900 mm diameter pipe. J864 nr 2 340.00 70.00 4,110.00 678.00 452.00 5,650.00 11,300.00

E Air valve on 1000 mm diameter pipe. J865 nr 1 340.00 70.00 4,110.00 678.00 452.00 5,650.00 5,650.00

F 80 mm diameter flap valve. J891.1 nr 5 270.00 90.00 3,200.00 534.00 356.00 4,450.00 22,250.00

G 150 mm diameter flap valve. J891.2 nr 4 450.00 130.00 5,400.00 897.00 598.00 7,475.00 29,900.00

H 200 mm diameter flap valve. J891.3 nr 10 660.00 200.00 7,900.00 1,314.00 876.00 10,950.00 109,500.00







CLASS K: PIPEWORK - MANHOLES AND PIPE WORK ANCILLARIES.

Distribution chambers.

Reinforced concrete distribution valve chambers complete with aluminum cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.

A Depth 1.5 - 2.0 m; internal size: 1250 x 1100mm. K232 nr 1 2,220.00 830.00 8,050.00 1,665.00 1,110.00 13,875.00 13,875.00

B Depth 2.0 - 2.5 m; internal size: 1250 x 1100mm. K233 nr 1 2,580.00 970.00 9,330.00 1,932.00 1,288.00 16,100.00 16,100.00

C Depth 2.5 - 3.0 m; internal size: 1250 x 1100mm. K234 nr 3 2,910.00 1,090.00 10,560.00 2,184.00 1,456.00 18,200.00 54,600.00

D Depth 3.0 - 3.5 m; internal size: 1250 x 1100mm. K235 nr 9 3,270.00 1,230.00 11,840.00 2,451.00 1,634.00 20,425.00 183,825.00

E Depth 3.5 - 4.0 m; internal size: 1250 x 1100mm. K236 nr 4 3,270.00 1,710.00 13,140.00 2,718.00 1,812.00 22,650.00 90,600.00

F Depth 4.0 - 4.5 m; internal size: 1250 x 1100mm. K237 nr 1 3,465.00 1,980.00 14,355.00 2,970.00 1,980.00 24,750.00 24,750.00







CLASS K: PIPEWORK - MANHOLES AND PIPE WORK ANCILLARIES (CONT'D).

Air Valve chambers.

Reinforced concrete air valve chambers complete with aluminum cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, concrete, reinforcement, formworks, joints and finishes, all items of metalwork as necessary.

A Depth not exceeding 1.5 m; internal size: 1500 x 1500 mm. K231 nr 1 3,290.00 1,235.00 11,935.00 2,469.00 1,646.00 20,575.00 20,575.00



D Depth 2.0 - 2.5 m; internal size: 1500 x 1500 mm. K233 nr 3 4,380.00 1,650.00 15,890.00 3,288.00 2,192.00 27,400.00 82,200.00

E Depth 3.0 - 3.5 m; internal size: 1500 x 1500 mm. K235 nr 1 5,450.00 2,050.00 19,780.00 4,092.00 2,728.00 34,100.00 34,100.00

F Depth 4.5 - 5.0 m; internal size: 1700 x 1700 mm. K237 nr 1 6,360.00 3,630.00 26,350.00 5,451.00 3,634.00 45,425.00 45,425.00








Dual Air Valve chambers.

Reinforced concrete dual air valve chambers complete with heavy duty ductile iron cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.

A Depth 2.5 - 3.0 m; internal size: 2750 x 2600 mm. K234 nr 1 7,700.00 2,890.00 27,910.00 5,775.00 3,850.00 48,125.00 48,125.00

B Depth 3.0 - 3.5 m; internal size: 2750 x 2600 mm. K235 nr 2 8,620.00 3,240.00 31,280.00 6,471.00 4,314.00 53,925.00 107,850.00









Valve chambers.

Reinforced concrete valve chambers complete with heavy duty double triangular ductile iron cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.


B Depth 3.0 - 3.5 m; internal size: 4400 x 3700 mm. K235 nr 1 12,080.00 5,800.00 47,000.00 9,732.00 6,488.00 81,100.00 81,100.00








CLASS K: PIPEWORK - MANHOLES AND PIPE WORK ANCILLARIES (CONT'D).Isolation Valve chambers.

Reinforced concrete isolation valve chambers complete with aluminum cover and frame as shown and detailed on drawings including excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork and pipework as necessary.




D Depth 2.5 - 3.0 m; internal size: 1700 x 1400 mm. K234.2 nr 3 4,580.00 1,720.00 16,600.00 3,435.00 2,290.00 28,625.00 85,875.00

E Depth 2.5 - 3.0 m; internal size: 2000 x 1800 mm. K234.3 nr 1 5,570.00 2,100.00 20,210.00 4,182.00 2,788.00 34,850.00 34,850.00

F Depth 2.5 - 3.0 m; internal size: 2200 x 2000 mm. K234.4 nr 3 6,170.00 2,320.00 22,370.00 4,629.00 3,086.00 38,575.00 115,725.00

G Depth 3.0 - 3.5 m; internal size: 1700 x 1400 mm. K235.1 nr 3 4,700.00 2,280.00 18,420.00 3,810.00 2,540.00 31,750.00 95,250.00

H Depth 3.0 - 3.5 m; internal size: 2200 x 2000 mm. K235.2 nr 14 6,300.00 3,060.00 24,700.00 5,109.00 3,406.00 42,575.00 596,050.00

J Depth 3.5 - 4.0 m; internal size: 2200 x 2000 mm. K236 nr 6 6,520.00 3,720.00 27,000.00 5,586.00 3,724.00 46,550.00 279,300.00

K Depth 4.0 - 4.5 m; internal size: 2200 x 2000 mm. K237.1 nr 4 7,060.00 4,030.00 29,230.00 6,048.00 4,032.00 50,400.00 201,600.00

L Depth 4.5 - 5.0 m; internal size: 2200 x 2000 mm. K237.2 nr 1 7,620.00 4,350.00 31,550.00 6,528.00 4,352.00 54,400.00 54,400.00








Washout Valve chambers.

Reinforced concrete washout valve chambers complete with heavy duty double triangular ductile iron cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary.





E Depth 3.0 - 3.5 m; internal size: 3430 x 1800 mm. K235.2 nr 2 9,400.00 4,300.00 37,100.00 7,620.00 5,080.00 63,500.00 127,000.00

F Depth 3.0 - 3.5 m; internal size: 3570 x 1900 mm. K235.3 nr 1 9,730.00 4,470.00 38,360.00 7,884.00 5,256.00 65,700.00 65,700.00

G Depth 5.0 - 4.0 m; internal size: 2600 x 1900 mm. K236.1 nr 1 9,280.00 4,650.00 37,650.00 7,737.00 5,158.00 64,475.00 64,475.00

H Depth 3.5 - 4.0 m; internal size: 3130 x 2250 mm. K236.2 nr 1 10,280.00 5,870.00 42,590.00 8,811.00 5,874.00 73,425.00 73,425.00








Washout Valve chambers (Cont'd).

Reinforced concrete washout valve chambers complete with heavy duty double triangular ductile iron cover and frame as shown and detailed on drawings; include for excavation, preparation of surfaces, disposal of excavated materials to approved tip off site, upholding sides of excavation, backfilling and compact in layers, reinstatement of surfaces, joints and finishes, all items of metalwork as necessary (Cont'd).

A Depth 3.5 - 4.0 m; internal size: 3170 x 2350 mm. K236.3 nr 1

10,500.00 6,000.00 43,500.00 9,000.00 6,000.00 75,000.00 75,000.00

B Depth 3.5 - 4.0 m; internal size: 3570 x 1900 mm. K236.4 nr 1

10,230.00 5,840.00 42,370.00 8,766.00 5,844.00 73,050.00 73,050.00

C Depth 4.5 - 5.0 m; internal size: 3130 x 2250 mm. K237.1 nr 1

12,355.00 7,060.00 51,185.00 10,590.00 7,060.00 88,250.00 88,250.00


E Depth 5.0 - 5.5 m; internal size: 3130 x 2250 mm. K237.3 nr 1

13,390.00 7,650.00 55,480.00 11,478.00 7,652.00 95,650.00 95,650.00








Marker posts.

Marker posts for pressure pipe line and valve chambers as specified and in accordance with QCS 2010.

A Distribution chamber. K820.1 nr 19 80.00 27.00 253.00 54.00 36.00 450.00 8,550.00

B Air valves chamber. K820.2 nr 12 80.00 27.00 253.00 54.00 36.00 450.00 5,400.00

C Isolation valve chamber. K820.3 nr 39 80.00 27.00 253.00 54.00 36.00 450.00 17,550.00

D Washout valve chamber. K820.4 nr 14 80.00 27.00 253.00 54.00 36.00 450.00 6,300.00

E TSE pressure pipe line. K820.5 sum 1 8,000.00 2,700.00 25,300.00 5,400.00 3,600.00 45,000.00 45,000.00


F Connect new 400 mm diameter GRP pipe lineto existing 350 mm diameter pipe line includingnecessary fittings, additional excavation andbackfilling etc. K863.1 nr 1 490.00 170.00 2,400.00 459.00 306.00 3,825.00 3,825.00

G Connect new 400 mm diameter GRP pipe lineto existing 450 mm diameter pipe line includingnecessary fittings, additional excavation andbackfilling etc. K863.2 nr 1 490.00 170.00 2,700.00 504.00 336.00 4,200.00 4,200.00








Connections to existing pipe (Cont'd).

A Connect new 450 mm diameter GRP pipe lineto existing 450 mm diameter pipe line includingnecessary fittings, additional excavation andbackfilling etc. K863.3 nr 1 540.00 180.00 2,800.00 528.00 352.00 4,400.00 4,400.00

B Connect new 900 mm diameter GRP pipe lineto existing 800 mm diameter pipe line includingnecessary fittings, additional excavation andbackfilling etc. K864 nr 1 850.00 270.00 5,200.00 948.00 632.00 7,900.00 7,900.00

C Connect new 1000 mm diameter GRP pipe lineto existing 1000 mm diameter pipe lineincluding necessary fittings, additionalexcavation and backfilling etc. K865 nr 1 950.00 300.00 6,150.00 1,110.00 740.00 9,250.00 9,250.00


Granular beds.

D To 225 mm diameter HDPE pipe. L332 m 5,539 3.20 1.60 5.60 1.56 1.04 13.00 72,007.00

E To 350 mm diameter GRP pipe. L333.1 m 965 3.90 1.90 7.00 1.92 1.28 16.00 15,440.00

F To 400 mm diameter GRP pipe. L333.2 m 564 4.10 2.10 7.40 2.04 1.36 17.00 9,588.00

G To 450 mm diameter GRP pipe. L333.3 m 353 4.30 2.20 7.90 2.16 1.44 18.00 6,354.00

H To 900 mm diameter GRP pipe. L334 m 2,356 10.10 5.10 18.40 5.04 3.36 42.00 98,952.00

J To 1000 mm diameter GRP pipe. L335 m 2,907 10.80 5.40 19.80 5.40 3.60 45.00 130,815.00








Granular surrounds.

A To 225 mm diameter HDPE pipe. L532 m 5,539 10.60 5.30 19.30 5.28 3.52 44.00 243,716.00

B To 350 mm diameter GRP pipe. L533.1 m 965 16.30 8.20 29.90 8.16 5.44 68.00 65,620.00

C To 400 mm diameter GRP pipe. L533.2 m 564 18.70 9.40 34.30 9.36 6.24 78.00 43,992.00

D To 450 mm diameter GRP pipe. L533.3 m 353 21.60 10.80 39.60 10.80 7.20 90.00 31,770.00

E To 900 mm diameter GRP pipe. L534 m 2,356 42.00 21.00 77.00 21.00 14.00 175.00 412,300.00


Concrete surrounds (encasement).

G To 225 mm diameter HDPE pipe. L542 m 313 40.00 10.00 110.00 24.00 16.00 200.00 62,600.00

H To 350 mm diameter GRP pipe. L543.1 m 149 48.00 12.00 148.00 31.20 20.80 260.00 38,740.00

J To 400 mm diameter GRP pipe. L543.2 m 33 48.00 12.00 148.00 31.20 20.80 260.00 8,580.00

K To 450 mm diameter GRP pipe. L543.3 m 18 72.00 20.00 192.00 42.60 28.40 355.00 6,390.00








Concrete surrounds (encasement) (Cont'd).

A To 900 mm diameter GRP pipe. L544 m 436 138.00 34.00 380.00 82.80 55.20 690.00 300,840.00

B To 1000 mm diameter GRP pipe. L545 m 361 160.00 42.00 430.00 94.80 63.20 790.00 285,190.00

Concrete thrust blocks and mechanical restraints.

C Allow for providing thrust blocks or restrainedjoints. L700 Sum 1 84,000.00 12,000.00 144,000.00 36,000.00 24,000.00 300,000.00 300,000.00



D Allow for testing and commissioning the TSEsystem. X900 Sum 1 260,000.00 100,000.00 220,000.00 87,000.00 58,000.00 725,000.00 725,000.00







Collection

G 14/1 624,115.00

G 14/2 2,544,730.00

G 14/3 16,299,625.00

G 14/4 5,412,050.00

G 14/5 1,327,130.00

G 14/6 150,500.00

G 14/7 923,225.00

G 14/8 279,500.00

G 14/9 1,868,950.00

G 14/10 204,225.00

G 14/11 383,750.00

G 14/12 233,200.00

G 14/13 215,725.00

G 14/14 246,400.00

G 14/15 1,562,500.00

G 14/16 545,050.00

G 14/17 416,750.00

G 14/18 90,825.00

G 14/19 354,706.00

G 14/20 1,466,038.00

G 14/21 1,611,030.00

36,760,024.00 TOTAL FOR BILL NO. 14 - TSE WORKS (TREATED SEWAGE EFFLUENT) QAR.

BILL NO. 15

QP WORKS - NOT USED

BILL NO. 16

TRAFFIC SIGNAL WORKS - NOT USED

BILL NO. 17

LANDSCAPE


BILL NO. 17LANDSCAPE



BILL NO. 17 - LANDSCAPE.


Landscape Planting.

Supply and plant following plant types and species or approved substitutes including all necessary transportation, temporary storage, planting soil mixture, guys, stakes, wind screen, and the like as necessary.

Succulents/Bulbs/Liliacae.

A Agave angustifolia 'marginata'. E840.1 nr 303 42.00 18.00 64.00 18.60 12.40 155.00 46,965.00

B Aloe spicata (sessiliflora). E840.2 nr 1,228 42.00 18.00 64.00 18.60 12.40 155.00 190,340.00

C Pachycereus marginatus (stenocereus marginatus). E840.3 nr 449 30.00 14.00 48.00 13.80 9.20 115.00 51,635.00

D Yucca filamentosa 'Color Guard'. E840.4 nr 562 30.00 14.00 48.00 13.80 9.20 115.00 64,630.00

Palms.

E Washingtonia filifera. E860.1 nr 12 1,760.00 1,380.00 3,600.00 1,011.00 674.00 8,425.00 101,100.00

F Phoenix dactylifera. E860.2 nr 23 1,660.00 1,300.00 2,560.00 828.00 552.00 6,900.00 158,700.00









CLASS E: EARTHWORKS (CONT'D).Landscape Planting (Cont'd).

Supply and plant following plant types and species or approved substitutes including all necessary transportation, temporary storage, planting soil mixture, guys, stakes, wind screen, and the like as necessary (Cont'd).

Trees.

A Azadirachta indica. E860.3 nr 1 520.00 440.00 620.00 237.00 158.00 1,975.00 1,975.00

B Acacia nilotica. E860.4 nr 56 520.00 440.00 780.00 261.00 174.00 2,175.00 121,800.00

C Cassia fistula. E860.5 nr 60 520.00 440.00 480.00 216.00 144.00 1,800.00 108,000.00

D Cupressus sempervirens. E860.6 nr 16 520.00 440.00 420.00 207.00 138.00 1,725.00 27,600.00

E Parkinsonia aculeata. E860.7 nr 52 520.00 440.00 520.00 222.00 148.00 1,850.00 96,200.00

F Ziziphus spina-christi. E860.8 nr 47 520.00 440.00 380.00 201.00 134.00 1,675.00 78,725.00

Ground Covers.

G Type - 03. E890.1 m2 426 44.00 18.00 106.00 25.20 16.80 210.00 89,460.00

H Type - 04. E890.2 m2 1,166 44.00 18.00 106.00 25.20 16.80 210.00 244,860.00

Grass.

J Pennisetum, Type - 01. E890.3 m2 2,073 16.00 4.00 32.00 7.80 5.20 65.00 134,745.00

K Pennisetum, Type - 02. E890.4 m2 219 16.00 4.00 36.00 8.40 5.60 70.00 15,330.00

L Lawn grass. E890.6 m2 2,356 16.00 4.00 44.00 9.60 6.40 80.00 188,480.00







CLASS X: MISCELLONEOUS WORKS.

Landscape Maintenance.

A Allow for horticultural maintenance and upkeepof all planting including providing all necessarymanpower, tools, fertilizer, pesticide,consumables to the best professionalstandards and for the duration of constructionperiod and maintenance period.

X900.1 Sum 1 352,000.00 9,600.00 192,000.00 83,040.00 55,360.00 692,000.00 692,000.00

Hardscaping Features.

B Pedestrian bridge as shown on Drawing EXW-P009-0001-AL-CDM-DG-13000-003; overall size 101 m x 2.3 m wide approximately.

X900.2 Sum 1 308,000.00 110,000.00 462,000.00 132,000.00 88,000.00 1,100,000.00 1,100,000.00

C 'Arabic Court' in granite aggregated paving setto pattern as shown on drawing EXW-P009-0001-AL-CDM-DG-13000-002 (conservationsmooth ground flag paving measuredelsewhere); overall size 11000 mm x 11000mm. X900.3 Sum 1 16,800.00 2,400.00 28,800.00 7,200.00 4,800.00 60,000.00 60,000.00

Benches.

D Public benches in 'Arabic Court' as specified;overall length 6 m approximately (L-Shape). X900.4 nr 4

1,200.00 200.00 5,800.00 1,080.00 720.00 9,000.00 36,000.00

Boulders.

E Small (A) 400 - 600 kg boulder. X900.5 nr 5,072 20.00 8.00 60.00 13.20 8.80 110.00 557,920.00

F Medium (B) 600 - 800 kg boulder. X900.6 nr 1,515 24.00 10.00 78.00 16.80 11.20 140.00 212,100.00

G Large (C) 800 - 1200 kg boulder. X900.7 nr 1,600 32.00 14.00 110.00 23.40 15.60 195.00 312,000.00







Collection

G 17/1 613,370.00

G 17/2 1,107,175.00

G 17/3 2,970,020.00

4,690,565.00 TOTAL FOR BILL NO. 17 - LANDSCAPE QAR.

BILL NO. 18

IRRIGATION WORKS - NOT USED

BILL NO. 19

REINFORCED SOIL WALL SYSTEM / MSE WALLS


BILL NO. 19REINFORCED SOIL WALL SYSTEM / MSE WALLS



BILL NO. 19 - REINFORCED SOIL WALL SYSTEM / MSE WALLS.


Excavation.

A Excavation for foundations if any materialother than top soil or artificial hard materialmaximum depth 0.25 - 0.5 m. E322 m³ 750 2.16 12.24 - 2.16 1.44 18.00 13,500.00


B Disposal of surplus excavated materialsincluding transportation to approveddesignated site. E532 m³ 750 1.80 10.20 - 1.80 1.20 15.00 11,250.00

Filling.

C Filling (between MSE walls) using importedor approved material other than top soil orrock in composition with friction strips.

E625 m³ 21,946 3.60 7.60 40.00 7.68 5.12 64.00 1,404,544.00

Filling ancillaries.

D Preparation of filled surfaces to receivepermanent work. E722 m² 4,415 0.84 4.48 0.28 0.84 0.56 7.00 30,905.00









CLASS F: IN SITU CONCRETE.

Provision of concrete: designed mix in accordance with the Drawings and Specifications.

A Class 30/20 with sulphate resistant cement.F263 m³ 441 - - 340.00 51.00 34.00 425.00 187,425.00

B Class 40/20, with ordinary portland cementwith 65% GGBS. F283 m³ 2,921 - - 440.00 66.00 44.00 550.00 1,606,550.00

Placing of Concrete: Mass.

C Blinding concrete (Class 30/20 SRC). F511 m³ 441 42.00 30.00 8.00 12.00 8.00 100.00 44,100.00

Placing of Concrete: reinforced.

D Counter balancing slab (Class 40/20 OPC).F623 m³ 2,921 54.00 32.00 10.00 14.40 9.60 120.00 350,520.00


Formwork; Class F2.

E Plane horizontal, width 0.1 - 0.2 m. G312 m 1,669 7.80 1.20 11.80 3.12 2.08 26.00 43,394.00 F Plane horizontal, width 0.2 - 0.4 m. G313 m2 384 45.00 7.50 67.50 18.00 12.00 150.00 57,600.00

G Plane vertical, width not exceeding 0.1 m.G341 m 1,669 5.80 1.00 8.40 2.28 1.52 19.00 31,711.00

H Plane vertical, width 0.2 - 0.4 m. G343 m2 584 45.00 7.50 67.50 18.00 12.00 150.00 87,600.00

J Plane vertical, width 0.4 - 1.22 m. G344 m2 2,938 40.00 6.60 59.00 15.84 10.56 132.00 387,816.00

Reinforcement.Deformed round steel bars to type 2 grade 500 B or B 500C to BS EV10080 and BS4449 including cutting, bending & fixing using tie wires as detailed on Drawings and Specifications.

K For counter balancing slab . G52* sum 1 297,840.00 52,560.00 1,620,600.00 295,650.00 197,100.00 2,463,750.00 2,463,750.00







CLASS H: PRECAST CONCRETE.

Reinforced soil wall / MSE wall.

A Surface finish of MSE walls with approvedcoating system in colour as perManufacturer's Specification complete asshown on Drawings and as approved by theEngineer. G823 m² 4,597 11.00 2.60 36.00 7.44 4.96 62.00 285,014.00

B MSE wall panels with pigment additive andarchitectural pattern (coating systemmeasured separately) including all cast-inattachments, levelling pad and steelreinforcement (rate to include all specialistfitment and accessories, placing andattaching reinforcing strips, all sealants,compressible material, fixing all frictionstrips and pins, all joints to adjacentstructure, bitumen emulsion, production andsubmission of shop drawings, trial panelsetc. complete) as detailed on Drawings andSpecifications. Further, the rate shallinclude all necessary design and fieldinvestigations (geotechnical andgeophysical) as required for Design andConstruction. H900 m² 4,597 320.00 60.00 980.00 204.00 136.00 1,700.00 7,814,900.00







CLASS W: WATERPROOFING

Waterproofing system to all concrete in contact with the soil as detailed on Drawings and Specification.

A Waterproofing sheathing; upper surfacesinclined at an angle not exceeding 30° tohorizontal. W131 m² 7,753 8.80 - 39.20 7.20 4.80 60.00 465,180.00

B Waterproofing sheathing; upper surfacesinclined at an angle exceeding 60° tohorizontal. W133 m² 1,669 8.80 - 39.20 7.20 4.80 60.00 100,140.00

Protective layers as detailed on drawings and specification.

C 6 mm thick hardboard protection flexiblesheathing for upper surface inclined at anangle exceeding 60° to horizontal.

W423 m² 1,669 2.40 - 13.60 2.40 1.60 20.00 33,380.00







Collection

G 19/1 1,460,199.00

G 19/2 5,260,466.00

G 19/3 8,099,914.00

G 19/4 598,700.00

15,419,279.00 TOTAL FOR BILL NO. 19 - REINFORCED SOIL WALL SYSTEM / MSE WALLS QAR.

STRUCTURES AND BRIDGES

SUMMARY

BILL NO. 20

IA/12-13/DS/002/ST AL FUROSIYA STREET, P009 - 0001 SECTION 1 (J102) 20/S/1

ITEM PAGE NO. AMOUNT (QAR)

20.1 Underpass (UP-1) G20.1/18 328,519,444.00

20.2 Tunnel (TU-1) G20.2/32 195,308,424.00

20.3 Tunnel (TU-2) G20.3/39 183,526,708.00

20.4 Flyover - 1 (BR-1) G20.4/18 26,846,991.00

20.5 Flyover - 2 (BR-2) G20.5/18 25,280,892.00

QAR 759,482,459.00 TOTAL CARRIED TO GENERAL SUMMARY

DESCRIPTION


BILL NO. 20STRUCTURES AND BRIDGES

SUMMARY

BILL NO. 20

STRUCTURES AND BRIDGES20.1 UNDERPASS (UP-1)



20.1 - UNDERPASS (UP-1)

IA/12-13/DS/002/ST AL FUROSIYA STREET, P009 - 0001 SECTION 1 (J102) G20.1/1


BILL NO. 20 - STRUCTURES AND BRIDGES.

20.1 - UNDERPASS (UP-1).

CLASS B : GROUND INVESTIGATION.

Probing the cavities and bearing capacity of the ground beneath foundations.

A Geophysical survey to locate possible cavitiesbeneath the foundation. B900.1 Sum 1 18,000.00 12,500.00 1,500.00 4,800.00 3,200.00 40,000.00 40,000.00

B Grouting and backfilling of cavities encountered inthe above item as directed by the Engineer. B900.2 Sum 1 15,000.00 31,000.00 58,000.00 15,600.00 10,400.00 130,000.00 130,000.00

C Verifying / testing the soil bearing capacity of theground beneath all foundations. B900.3 Sum 1 2,400.00 1,600.00 12,000.00 2,400.00 1,600.00 20,000.00 20,000.00

D Soil strengthening to acheve the required loadcapacity. B900.4 Sum 1 24,000.00 56,000.00 80,000.00 24,000.00 16,000.00 200,000.00 200,000.00 CLASS E: EARTHWORKS.

Excavation.

E Excavation for foundations; material other than topsoil, rock or artificial hard material; maximum depth 1 - 2 m. E324 m3 9,251 3.30 19.10 - 3.36 2.24 28.00 259,028.00

F Ditto; maximum depth 2 - 5 m. E325 m3 36,007 3.80 21.80 - 3.84 2.56 32.00 1,152,224.00

G Ditto; maximum depth 5 - 10 m. E326 m3 114,959 4.60 27.40 - 4.80 3.20 40.00 4,598,360.00

H Ditto; maximum depth 10 - 15 m. E327 m3 156,154 6.90 41.10 - 7.20 4.80 60.00 9,369,240.00

15,768,852.00

AMOUNT (QAR)ITEM ITEM DESCRIPTION CESM

M3 UNITQTY

RATE (QAR)






Labour Plant Materials Overhead Profit Total Rate AMOUNT (QAR)ITEM ITEM DESCRIPTION CESM

M3 UNITQTY

RATE (QAR)

20.1 - UNDERPASS (UP-1) (CONT'D).



A Preparation of excavated surface to receivepermanent works. E522 m2 45,256 0.60 3.20 0.20 0.60 0.40 5.00 226,280.00

B Disposal of surplus excavated materials includingloading/unloading, site handling and transportationto approved designated site. E532 m3 302,980 1.80 10.20 - 1.80 1.20 15.00 4,544,700.00

Filling.

C Filling to structure using suitable excavatedmaterial.

E614 m3

13,391 2.80 15.40 1.00 2.88 1.92 24.00 321,384.00







M3 UNITQTY

RATE (QAR)




A Class 30/20, with sulphate resistant cement. F267 m3 15,580 - - 340 51.00 34.00 425.00 6,621,500.00

B Class 30/20, with ordinary portland cement. F263 m3 7,688 - - 320 48.00 32.00 400.00 3,075,200.00

C Class 40/20, ordinary portland cement with 65% GGBS (ground granulated blast furnace slag). F287 m3 132,214 - - 440 66.00 44.00 550.00 72,717,700.00

Placing of concrete: mass.

D Blinding concrete; thickness: not exceeding 150 mm (Class 30/20 - SRC) F511 m3 4,245 42 30 8 12.00 8.00 100.00 424,500.00

E Levelling course over trough base & underpass (Class 30/20 - OPC) F580.1 m3 7,550 48 30 10 13.20 8.80 110.00 830,500.00

F Mass fill to form ramps (Class 30/20 - OPC). F580.2 m3 138 38 30 8 11.40 7.60 95.00 13,110.00

G Mass fill to vertical sides of tunnel walls (Class 30/20 - SRC). F580.3 m3 11,335 58 30 8 14.40 9.60 120.00 1,360,200.00







M3 UNITQTY

RATE (QAR)


CLASS F: IN SITU CONCRETE (CONT'D).

Placing of concrete: reinforced.

A Approach slab, thickness: 300 - 500 mm (Class40/20 OPC + 65% GGBS). F623 m3 341 54.00 32.00 10.00 14.40 9.60 120.00 40,920.00

B Base slab to trough, thickness: exceeding 500 mm(Class 40/20 OPC + 65% GGBS ). F624.1 m3 95,614 54.00 32.00 10.00 14.40 9.60 120.00 11,473,680.00

C Base slab to underpass, thickness: exceeding 500mm (Class 40/20 OPC + 65% GGBS). F624.2 m3 10,413 54.00 32.00 10.00 14.40 9.60 120.00 1,249,560.00

D Base slab to drainage tank, thickness: exceeding500 mm (Class 40/20 OPC + 65% GGBS).

F624.3 m3 6,903 54.00 32.00 10.00 14.40 9.60 120.00 828,360.00

E Deck slab - thickness:150 - 300 mm (Class 40/20OPC + 65% GGBS). F632 m3 711 62.00 32.00 10.00 15.60 10.40 130.00 92,430.00

F Top slab to drainage tank, thickness: exceeding 500mm (Class 40/20 OPC + 65% GGBS).

F634 m3 1,424 58.00 32.00 10.00 15.00 10.00 125.00 178,000.00

G Walls to drainage tank, thickness: 300 - 500 mm(Class 40/20 OPC + 65% GGBS). F643.1 m3 19 58.00 32.00 10.00 15.00 10.00 125.00 2,375.00

H Walls - trough, thickness: 300 - 500 mm (Class40/20 OPC + 65% GGBS). F643.2 m3 717 58.00 32.00 10.00 15.00 10.00 125.00 89,625.00

J Walls to drainage tank, thickness: exceeding 500mm (Class 40/20 OPC + 65% GGBS). F644.1 m3 1,330 54.00 32.00 10.00 14.40 9.60 120.00 159,600.00







M3 UNITQTY

RATE (QAR)



Placing of concrete: reinforced (Cont'd).

A Walls - trough, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F644.2 m3 11,332 54.00 32.00 10.00 14.40 9.60 120.00 1,359,840.00

B Walls - underpass, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F644.3 m3 3,143 54.00 32.00 10.00 14.40 9.60 120.00 377,160.00

C Piers, cross sectional area: 0.1 - 0.25 m² (Class 40/20 OPC + 65% GGBS). F653 m3 41 66.00 36.00 10.00 16.80 11.20 140.00 5,740.00

D Piers, cross sectional area: exceeding 1 m² (Class 40/20 OPC + 65% GGBS). F655 m3 68 66.00 32.00 10.00 16.20 10.80 135.00 9,180.00

E Mid diaphragm, cross sectional area: exceeding 1 m² (Class 40/20 OPC + 65% GGBS). F665 m3 158 66.00 32.00 10.00 16.20 10.80 135.00 21,330.00







M3 UNITQTY

RATE (QAR)



Formwork: Class F1.

A Plane vertical, width: exceeding 1.22 m. G345 m2 3,779 36.00 6.00 38.00 12.00 8.00 100.00 377,900.00

Formwork: Class F2.

B Plane battered sides of trough walls, width: 0.1 -.0.2m. G332 m 60 10.00 2.00 16.00 4.20 2.80 35.00 2,100.00

C Plane battered sides of trough walls, width: 0.2 -.0.4m. G333 m2 17 45.00 7.50 67.50 18.00 12.00 150.00 2,550.00

D Ditto, width: 0.4 - 1.22 m. G334 m2 338 40.00 6.60 59.00 15.84 10.56 132.00 44,616.00

E Ditto: width exceeding 1.22 m. G335 m2 652 36.00 6.00 54.00 14.40 9.60 120.00 78,240.00

F Plane vertical sides of trough base, width: 0.4 - 1.22m. G344.1 m2 360 40.00 6.60 59.00 15.84 10.56 132.00 47,520.00

G Plane vertical sides of base, width: 0.4 - 1.22 m.G344.2 m2 23 40.00 6.60 59.00 15.84 10.56 132.00 3,036.00

H Plane vertical sides of walls, width: 0.4 - 1.22 m. G344.3 m2 1,617 40.00 6.60 59.00 15.84 10.56 132.00 213,444.00







M3 UNITQTY

RATE (QAR)


CLASS G: CONCRETE ANCILLARIES (CONT'D).

Formwork: Class F2 (Cont'd).

A Plane vertical sides of trough walls, width:exceeding 1.22 m. G345.1 m2 4,234 36.00 6.00 54.00 14.40 9.60 120.00 508,080.00

B Plane vertical sides of walls, width: exceeding 1.22m. G345.2 m2 1,452 36.00 6.00 54.00 14.40 9.60 120.00 174,240.00

C Plane vertical sides of base, width: exceeding 1.22m. G345.3 m2 1,057 36.00 6.00 54.00 14.40 9.60 120.00 126,840.00

D Curved sides of approach base, width: 0.2 - 0.4 m.G353 m2 8 54.00 7.50 82.50 21.60 14.40 180.00 1,440.00

E Ditto, width: 0.4 - 1.22 m. G354.1 m2 19 48.00 7.50 76.50 19.80 13.20 165.00 3,135.00

F Curved sides of underpass base, width: 0.4 - 1.22m. G354.2 m2 35 48.00 7.50 76.50 19.80 13.20 165.00 5,775.00

G Ditto, width: exceeding 1.22 m. G355 m2 143 48.00 7.50 72.50 19.20 12.80 160.00 22,880.00

Formwork: Class F3.

H Plane horizontal soffits of mid diaphragm, width exceeding 1.22 m. G315.1 m2 217 55.00 9.00 84.00 22.20 14.80 185.00 40,145.00

J Plane horizontal soffits, width: exceeding 1.22 m.G315.2 m2 770 55.00 9.00 84.00 22.20 14.80 185.00 142,450.00







M3 UNITQTY

RATE (QAR)




A Plane vertical sides of trough walls, width: 0.4 - 1.22m. G344 m2 265 45.00 7.50 67.50 18.00 12.00 150.00 39,750.00

B Plane vertical sides of walls, width: exceeding 1.22m. G345.1 m2 1,643 42.00 7.50 62.50 16.80 11.20 140.00 230,020.00

C Plane vertical sides of trough walls, width:exceeding 1.22 m. G345.2 m2 6,417 42.00 7.50 62.50 16.80 11.20 140.00 898,380.00

D Vertical sides of columns, curved to one radius inone plane, 500 mm radius. G350 m2 193 76.00 12.00 104.00 28.80 19.20 240.00 46,320.00

E Vertical sides of column head, curved to varyingradius (conical) maximum radius 1000 mm andminimum radius 500 mm. G360 m2 182 95.00 15.00 130.00 36.00 24.00 300.00 54,600.00







M3 UNITQTY

RATE (QAR)



Reinforcement.

Deformed round steel bars to type 2 grade 500 B or B 500C to BS EV10080 and BS4449 including cutting, bending & fixing using tie wires as detailed on Drawings and Specifications.

A For trough base slab. G52*.1 t 22,947 580.00 120.00 3,700.00 660.00 440.00 5,500.00 126,208,500.00

B For underpass base slab. G52*.2 t 2,499 580.00 120.00 3,700.00 660.00 440.00 5,500.00 13,744,500.00

C For drainage tank base slab. G52*.3 t 2,071 580.00 120.00 3,700.00 660.00 440.00 5,500.00 11,390,500.00

D For decking slab (over girders) G52*.4 t 128 580.00 120.00 3,700.00 660.00 440.00 5,500.00 704,000.00

E For drainage tank top slab. G52*.5 t 256 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,408,000.00

F For approch slab. G52*.6 t 85 580.00 120.00 3,700.00 660.00 440.00 5,500.00 467,500.00

G For drainage tank walls. G52*.7 t 337 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,853,500.00

H For trough walls. G52*.8 t 3,012 580.00 120.00 3,700.00 660.00 440.00 5,500.00 16,566,000.00

J For underpass walls. G52*.9 t 786 580.00 120.00 3,700.00 660.00 440.00 5,500.00 4,323,000.00

K For piers. G52*.10 t 60 580.00 120.00 3,700.00 660.00 440.00 5,500.00 330,000.00

L For mid diaphram. G52*.11 t 39 580.00 120.00 3,700.00 660.00 440.00 5,500.00 214,500.00







M3 UNITQTY

RATE (QAR)



Reinforcement (Cont'd).

Non-ferrous reinforcement as specified.

Note: the Contractor's attention is drawn to'Structural Notes' on drawing EXW-P009-0001-SE-CDM-DG-10000-002 concerning the requirement ofproviding non-ferrous reinforcement in structures.

The Contractor shall determine the non-ferrousreinforcement (if required) and make his ownassesment of adjustment to the cost ofreinforcement requirements. Any additional cost forreplacing steel reinforcements with non-ferrousreinforcements shall be included in the items belowand the same shall not be subject toremeasurement.

A Extra for providing fibre-reinforced-polymer (FRP)composite reinforcing bars or similar materialapproved by the Engineer for walls those penetratedeeper than an elevation of 5.00 m.

G54* sum 1 140,000.00 60,000.00 1,800,000.00 300,000.00 200,000.00 2,500,000.00 2,500,000.00







M3 UNITQTY

RATE (QAR)



Joints.

A Expansion joint at suspended slab complete withwaterstops, filler board, debonding type,polyethylene form and polysulphide sealant asshown on Drawing EXW-P009-0001-SE-CDM-DG90000-003. G642.1 m 45 116.00 60.00 400.00 86.40 57.60 720.00 32,400.00

B Expansion joint at base slab complete withwaterstops, filler board, debonding type,polyethylene form and polysulphide sealant asshown on Drawing EXW-P009-0001-SE-CDM-DG90000-003. G642.2 m 1,456 180.00 120.00 580.00 132.00 88.00 1,100.00 1,601,600.00

C Expansion joint at wall complete with waterstops,filler board, debonding type and polysulphidesealant as shown on Drawing EXW-P009-0001-SE-CDM-DG 90000-003. G642.3 m 338 160.00 100.00 540.00 120.00 80.00 1,000.00 338,000.00







M3 UNITQTY

RATE (QAR)



Joints (Cont'd)

A Expansion joint at heel complete with internal watersteel, filler board, debonding type, polyethyleneform and polysulphide sealant complete as shownon Drawing EXW-P009-0001-SE-CDM-DG-90000-003. G642.4 m 169 90.00 50.00 340.00 72.00 48.00 600.00 101,400.00

B Contraction joint complete shown as on DrawingEXW-P009-0001-SE-CDM-DG-90000-007. G690 m 2,653 15.00 7.00 50.00 10.80 7.20 90.00 238,770.00


C Finishing top of base slab; Class U2 finish. G813.1 m2 42,691 2.80 0.80 0.40 0.60 0.40 5.00 213,455.00

D Finishing top of trough wall; Class U2 finish. G813.2 m2 1,742 2.80 0.80 0.40 0.60 0.40 5.00 8,710.00

E Two coats of crack bridging pigmented elastomericaliphatic acrylic coating system with very long termUV resistance to a dry film thickness of 300 microns(minimum) as specified to reinforced concretemembers; Ref. Coating System A.

G823.1 m2 69,177 7.00 4.00 14.60 3.84 2.56 32.00 2,213,664.00

F Penetrating low viscosity silane siloxane protectivecoating to surface of concrete barriers; Ref. CoatingSystem D. G823.2 m2 9,844 12.00 4.00 24.00 6.00 4.00 50.00 492,200.00


Prestressed Post-Tensiond Beams.

Beam length 20 - 30 mm.

G Girder Q - Type Span 23 m. H360 nr 52 10,400.00 7,800.00 33,800.00 7,800.00 5,200.00 65,000.00 3,380,000.00







M3 UNITQTY

RATE (QAR)


CLASS H: PRECAST CONCRETE (CONT'D).

Concrete crash barriers/protection barriers.

A 1070 mm high crash barrier on underpass wallincluding joints, transistion, aesthetics/ architecturaldesigns etc. complete as detailed on Drawings &Specifications. H900.1 m 1,990 176.00 44.00 660.00 132.00 88.00 1,100.00 2,189,000.00

B 1345 mm high protection complete with pedestal onunderpass wall including pedestal joints, transistion,aesthetics/ architectural designs etc. complete asdetailed on Drawings and Specifications.

H900.2 m 1,877 144.00 36.00 540.00 108.00 72.00 900.00 1,689,300.00

CLASS J: PIPEWORK - FITTINGS AND VALVES.

Fittings in drainage tank as specified and shown on drawings.

C 80 mm diameter elbow for pump discharge baseconnection. J311.1 nr 2 256.00 128.00 896.00 192.00 128.00 1,600.00 3,200.00

D 100 mm diameter double flanged bend. J311.2 nr 4 144.00 36.00 540.00 108.00 72.00 900.00 3,600.00

E 100 mm diameter tee. J321 nr 3 192.00 48.00 720.00 144.00 96.00 1,200.00 3,600.00

F 100 mm eccentric reducer. J331 nr 2 144.00 36.00 500.00 102.00 68.00 850.00 1,700.00

G 100 mm diameter double flanged pipe. J381.1 nr 5 288.00 72.00 1,080.00 216.00 144.00 1,800.00 9,000.00

H 100 mm diameter double flanged pipe with puddle flange. J381.2 nr 1 352.00 88.00 1,320.00 264.00 176.00 2,200.00 2,200.00

J 100 mm diameter pipe with flanged end. J381.3 nr 4 256.00 72.00 872.00 180.00 120.00 1,500.00 6,000.00

K 100 mm diameter flexible coupling. J391.1 nr 2 108.00 36.00 376.00 78.00 52.00 650.00 1,300.00

L 100 mm flow meter. J391.2 nr 1 720.00 180.00 4,860.00 864.00 576.00 7,200.00 7,200.00







M3 UNITQTY

RATE (QAR)



DI valves as specified and shown on drawings.

A 100 mm diameter gate valve. J810 nr 3 288.00 96.00 1,536.00 288.00 192.00 2,400.00 7,200.00

B 100 mm diameter non-return valve. J830 nr 2 288.00 96.00 1,376.00 264.00 176.00 2,200.00 4,400.00


Lined drain channel (formed in RC base slab) including grating covers as shown on drawing EXW-P009-0001-SE-CDM-DG-90000-004.

C Drain channel, 500 mm wide. K491 m 1,877 216.00 72.00 432.00 108.00 72.00 900.00 1,689,300.00

CLASS R: ROADS & PAVINGS.

Granular base.

D Sand bedding beneath bituminous asphalt paving tofootpaths, 80 mm thick approximately. R193 m² 1,595 0.40 1.20 8.80 1.56 1.04 13.00 20,735.00

Flexible Surfacing.

E Bituminous asphalt wearing course, 70 mm thick. R323.1 m² 33,058 2.64 10.56 39.60 7.92 5.28 66.00 2,181,828.00

F Ditto to footpath payment. R323.2 m² 1,595 2.64 10.56 39.60 7.92 5.28 66.00 105,270.00

G Bituminous spray tack coat. R359.1 m² 33,058 0.12 0.24 2.04 0.36 0.24 3.00 99,174.00

H Bituminous spray tack coat under footpathpavement. R359.2 m² 1,595 0.12 0.24 2.04 0.36 0.24 3.00 4,785.00







M3 UNITQTY

RATE (QAR)


CLASS R: ROADS & PAVINGS (CONT'D).

Kerbs including beds, reinforcement, joints, cutting and transitions as shown on Drawing EXW-P009-0001-SE-CDM-DG-90000-004 and other related drawings.

A Precast concrete kerb; approximate size 250 x 150mm - straight or curved. R691 m 1,877 30.00 6.00 84.00 18.00 12.00 150.00 281,550.00

CLASS W: WATERPROOFING.

Waterproofing system to all concrete in contact with the soil as detailed on Drawings and Specifications.

B Waterproofing sheeting; upper surfaces inclined atan angle not exceeding 30° to the horizontal. W231.1 m2 9,722 8.80 - 39.20 7.20 4.80 60.00 583,320.00

C Ditto; under slab inclined at an angle not exceeding30° to the horizontal. W231.2 m2

44,801 8.80 - 39.20 7.20 4.80 60.00 2,688,060.00

D Waterproofing sheeting: surfaces inclined at anangle exceeding 60° to horizontal. W233 m2 13,858 8.80 - 39.20 7.20 4.80 60.00 831,480.00







M3 UNITQTY

RATE (QAR)


CLASS W: WATERPROOFING (CONT'D).

Protective layers as detailed on Drawings and Specification.

A 20 mm Red sand asphalt protection layer towaterproofed upper surface inclined at an angle notexceeding 30° to the horizontal. W411 m2 5,292 4.40 13.20 70.40 13.20 8.80 110.00 582,120.00

B 6 mm thick hardboard protection flexible sheathingfor upper surfaces inclined at an angle exceeding30° to the horizontal. W421 m2 4,481 2.40 - 13.60 2.40 1.60 20.00 89,620.00

C 6 mm thick hardboard protection flexible sheathingfor upper surfaces inclined at an angle exceeding60° to the horizontal. W423 m2 9,407 2.40 - 13.60 2.40 1.60 20.00 188,140.00

D 50 mm thick cement sand protection screed toupper surface inclined at an angle not exceeding30° to the horizontal. W441 m2 44,801 4.00 0.70 14.50 2.88 1.92 24.00 1,075,224.00

Spray applied waterproofing as specified and shown on drawings.

E To upper surface of base slab. W500 m² 36,216 5.30 - 12.30 2.64 1.76 22.00 796,752.00







M3 UNITQTY

RATE (QAR)


CLASS X: MISCELLANEOUS WORKS

Gates complete with frames and associated hardware as specified and shown on drawings.

A Sliding gate with electrical operated devices(Drainage tank and Pump Room); size 500 x 500mm. X291 nr 1 780.00 - 4,420.00 780.00 520.00 6,500.00 6,500.00

Doors as specified.

Note: The rates for doors shall include for providing all frames, sub-frames, architraves, transoms, glazing, decorations and door hardware as necessary all in accordance with the specification and drawings.

B Door (in 1 No. leaf to drainage tank and PumpRoom); size 1330 x 2500 mm approximately. X900.1 nr 1 640.00 - 5,760.00 960.00 640.00 8,000.00 8,000.00

C Door (in 2 No. leaves to drainage tank and PumpRoom); size 2440 x 2500 mm approximately. X900.2 nr 1 960.00 - 10,640.00 1,740.00 1,160.00 14,500.00 14,500.00

Submersible pump for drainage tank complete with associated valves and other ancillaries as shown on drawings.

D Submersible pump. X900.3 nr 2 9,600.00 6,400.00 48,000.00 9,600.00 6,400.00 80,000.00 160,000.00







M3 UNITQTY

RATE (QAR)

Collection

G 20.1/1 15,768,852.00

G 20.1/2 5,092,364.00

G 20.1/3 85,042,710.00

G 20.1/4 14,114,550.00

G 20.1/5 1,773,250.00

G 20.1/6 769,406.00

G 20.1/7 1,024,985.00

G 20.1/8 1,269,070.00

G 20.1/9 177,210,000.00

G 20.1/10 2,500,000.00

G 20.1/11 1,972,000.00

G 20.1/12 6,648,199.00

G 20.1/13 3,916,100.00

G 20.1/14 4,112,692.00

G 20.1/15 4,384,410.00

G 20.1/16 2,731,856.00

G 20.1/17 189,000.00

328,519,444.00 TOTAL FOR BILL NO. 20 STRUCTURES AND BRIDGES - 20.1 - UNDERPASS (UP-1) QAR.

BILL NO. 20

STRUCTURES AND BRIDGES20.2 TUNNEL (TU-1)



20.2 TUNNEL (TU-1)




20.2 - TUNNEL (TU-1).

CLASS B - GROUND INVESTIGATION.



B Grouting and backfilling of cavities encounteredin the above item as directed by the Engineer.

B900.2 Sum 1 26,500.00 53,000.00 96,500.00 26,400.00 17,600.00 220,000.00 220,000.00


D Soil strengthening to achieve the required loadcapacity. B900.4 Sum 1 42,000.00 98,000.00 140,000.00 42,000.00 28,000.00 350,000.00 350,000.00


Excavation.

E Excavation for foundations; material other thantop soil, rock or artificial hard material; maximumdepth 1 - 2 m. E324 m3 1,745 3.30 19.10 - 3.36 2.24 28.00 48,860.00

F Ditto; maximum depth 2 - 5 m. E325 m3 7,716 3.80 21.80 - 3.84 2.56 32.00 246,912.00



J Ditto; maximum depth exceeding 15 m. E328 m3 115,446 8.30 49.30 - 8.64 5.76 72.00 8,312,112.00

14,326,604.00

AMOUNT (QAR) ITEM ITEM DESCRIPTION CESMM3 Ref. UNIT QTY RATE (QAR)




20.2 TUNNEL (TU-1)




20.2 - TUNNEL (TU-1) (CONT'D).




B Disposal of surplus excavated materialsincluding loading/unloading, site handling andtransportation to approved designated site. E532 m3 162,787 1.80 10.20 - 1.80 1.20 15.00 2,441,805.00

Filling.


E614 m3 54,493 2.80 15.40 1.00 2.88 1.92 24.00 1,307,832.00

D Filling to void above top slab of tunnel atemergency exit, with sand. E645 m3 6 3.50 18.50 74.00 14.40 9.60 120.00 720.00




20.2 TUNNEL (TU-1)







A Class 30/20, with sulphate resistant cement.F267 m3 1,873 - - 340.00 51.00 34.00 425.00 796,025.00

B Class 30/20, with ordinary portland cement.F263 m3 3,750 - - 320.00 48.00 32.00 400.00 1,500,000.00

C Class 40/20, ordinary portland cement with 65%GGBS (ground granulated blast furnace slag).

F287.1 m3 34,797 - - 440.00 66.00 44.00 550.00 19,138,350.00

D Class 40/20, ordinary portland cement with 65%GGBS (ground granulated blast furnace slag) +fibre reinforcement (minimum 1kg/m³ ofconcrete). F287.2 m3 31,372 - - 480.00 72.00 48.00 600.00 18,823,200.00 Placing of concrete: mass.

E Blinding concrete; thickness: not exceeding 150mm (Class 30/20 - SRC). F511 m3 1,873 42.00 30.00 8.00 12.00 8.00 100.00 187,300.00

F Levelling course over tunnel base (Class 30/20 -OPC). F580.1 m3 2,562 48.00 30.00 10.00 13.20 8.80 110.00 281,820.00

G Mass fill to form ramps (Class 30/20 - OPC). F580.2 m3 356 38.00 30.00 8.00 11.40 7.60 95.00 33,820.00

H Mass fill to void between tunnel slab andunderpass base above (Class 30/20 - OPC). F580.3 m3 832 38.00 30.00 8.00 11.40 7.60 95.00 79,040.00




20.2 TUNNEL (TU-1)







A Base slab to trough, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F624.1 m3 25,223 54.00 32.00 10.00 14.40 9.60 120.00 3,026,760.00

B Base slab to emergency exit, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F624.2 m3 45 54.00 32.00 10.00 14.40 9.60 120.00 5,400.00

C Base slab to tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F624.3 m3 15,061 54.00 32.00 10.00 14.40 9.60 120.00 1,807,320.00

D Base slab to drainage tank, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F624.4 m3 879 54.00 32.00 10.00 14.40 9.60 120.00 105,480.00

E Suspended slab - emergency exit, thickness:150 - 300 mm (Class 40/20 OPC + 65% GGBS).

F632 m3 9 62.00 32.00 10.00 15.60 10.40 130.00 1,170.00

F Suspended slab - emergency exit, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS).

F633 m3 233 62.00 32.00 10.00 15.60 10.40 130.00 30,290.00

G Suspended slab - tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F634.1 m3 7,794 58.00 32.00 10.00 15.00 10.00 125.00 974,250.00

H Walls - emergency exit, thickness: 150 - 300 mm (Class 40/20 OPC + 65% GGBS). F642 m3 8 62.00 32.00 10.00 15.60 10.40 130.00 1,040.00

J Walls - emergency exit, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS). F643.1 m3 35 58.00 32.00 10.00 15.00 10.00 125.00 4,375.00

K Walls - trough, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS). F643.2 m3 570 58.00 32.00 10.00 15.00 10.00 125.00 71,250.00




20.2 TUNNEL (TU-1)







A Walls - drainage tank, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F643.3 m3 12 58.00 32.00 10.00 15.00 10.00 125.00 1,500.00

B Walls - emergency exit, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS).

F644.1 m3 708 54.00 32.00 10.00 14.40 9.60 120.00 84,960.00

C Walls - trough, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F644.2 m3 7,867 54.00 32.00 10.00 14.40 9.60 120.00 944,040.00

D Retaining walls above tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F644.3 m3 83 54.00 32.00 10.00 14.40 9.60 120.00 9,960.00

E Walls - tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F644.4 m3 6,868 54.00 32.00 10.00 14.40 9.60 120.00 824,160.00

F Walls - drainage tanks, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F644.5 m3 758 54.00 32.00 10.00 14.40 9.60 120.00 90,960.00

G Beams - emergency exit, cross sectional area: 0.1 - 0.25 m² (Class 40/20 OPC + 65% GGBS).

F663 m3 3 66.00 36.00 10.00 16.80 11.20 140.00 420.00

H Staicase - emergency exit (Class 40/20 OPC + 65% GGBS). F680 m3 13 70.00 40.00 10.00 18.00 12.00 150.00 1,950.00




20.2 TUNNEL (TU-1)






Formwork: Class F2

A Plane battered sides of retaining wall, width: 0.2 -0.4 m. G333 m2 26 45.00 7.50 67.50 18.00 12.00 150.00 3,900.00

B Plane battered sides of trough walls, width: 0.4 -1.22 m. G334 m2 245 40.00 6.60 59.00 15.84 10.56 132.00 32,340.00

C Ditto: width exceeding 1.22 m. G335 m2 6,079 36.00 6.00 54.00 14.40 9.60 120.00 729,480.00

D Plane vertical sides of trough base, width: 0.4 -1.22 m. G344.1 m2 173 40.00 6.60 59.00 15.84 10.56 132.00 22,836.00

E Plane vertical sides of trough walls, width: 0.4 -1.22 m. G344.2 m2 1,140 40.00 6.60 59.00 15.84 10.56 132.00 150,480.00

F Plane vertical sides of retaining walls, width:exceeding 1.22 m. G345.1 m2 107 36.00 6.00 54.00 14.40 9.60 120.00 12,840.00

G Plane vertical sides of walls, width: exceeding1.22 m. G345.2 m2 518 36.00 6.00 54.00 14.40 9.60 120.00 62,160.00

H Plane vertical sides of trough base, width:exceeding 1.22 m. G345.3 m2 2,805 36.00 6.00 54.00 14.40 9.60 120.00 336,600.00

J Other curved sides of base, width: exceeding1.22 m. G360.1 m2 242 44.00 7.50 72.50 18.60 12.40 155.00 37,510.00

K Other curved sides of walls, width: exceeding1.22 m. G360.2 m2 436 44.00 7.50 72.50 18.60 12.40 155.00 67,580.00

L Other curved sides of tunnel base, width:exceeding 1.22 m. G360.3 m2 1,806 44.00 7.50 72.50 18.60 12.40 155.00 279,930.00




20.2 TUNNEL (TU-1)






Formwork: Class F2 (Cont'd)

A Other curved sides of tunnels wall, width:exceeding 1.22 m. G360.4 m2 6,699 44.00 7.50 72.50 18.60 12.40 155.00 1,038,345.00

Formwork: Class F3

B Plane horizontal soffits of landings, width: 0.4 - 1.22 m. G314 m2 10 60.00 9.00 91.00 24.00 16.00 200.00 2,000.00

C Plane horizontal soffits and landings, width:exceeding 1.22 m. G315.1 m2 311 55.00 9.00 84.00 22.20 14.80 185.00 57,535.00

D Plane horizontal soffit of slabs of tunnel width: exceeding 1.22 m. G315.2 m2 6,460 55.00 9.00 84.00 22.20 14.80 185.00 1,195,100.00

E Plane sloping soffits of staircase, width: exceeding 1.22 m. G325 m2 89 59.00 9.00 84.00 22.80 15.20 190.00 16,910.00

F Plane battered sides of retaining walls, width:exceeding 1.22 m. G335 m2 108 42.00 7.50 62.50 16.80 11.20 140.00 15,120.00

G Plane vertical risers to steps of staircase, width: 0.1 - 0.2 m. G342.1 m 111 10.00 2.00 12.00 3.60 2.40 30.00 3,330.00

H Plane vertical edges of landings/slabs, width: 0.1 - 0.2 m. G342.2 m 21 22.00 2.00 12.00 5.40 3.60 45.00 945.00

J Plane vertical sides of trough walls, width: 0.2 - 0.4 m. G343.1 m2 10 48.00 9.00 71.00 19.20 12.80 160.00 1,600.00

K Plane vertical edges/sides of staircase, width: 0.2 - 0.4 m. G343.2 m2 10 48.00 9.00 71.00 19.20 12.80 160.00 1,600.00




20.2 TUNNEL (TU-1)







A Plane vertical sides of trough walls, width: 0.4 -1.22 m. G344 m2 158 45.00 7.50 67.50 18.00 12.00 150.00 23,700.00

B Plane vertical sides of walls, width: exceeding1.22 m. G345.1 m2 1,409 42.00 7.50 62.50 16.80 11.20 140.00 197,260.00

C Plane vertical sides of trough walls, width:exceeding 1.22 m. G345.2 m2 7,236 42.00 7.50 62.50 16.80 11.20 140.00 1,013,040.00

D Other curved sides to walls, width: exceeding1.22 m. G360 m2 6,686 57.50 7.50 87.00 22.80 15.20 190.00 1,270,340.00

E Constant cross section beams 280 x 350 mm. G381 m 21 57.50 7.50 79.00 21.60 14.40 180.00 3,780.00

Reinforcement.

Deformed round steel bars to type 2 grade 500 B or B 500C to BS EV10080 and BS4449 including cutting, bending & fixing using tie wires as detailed on drawings and specifications.

F For trough base slab. G52*.1 t 3,783 580.00 120.00 3,700.00 660.00 440.00 5,500.00 20,806,500.00

G For emergency exit base slab. G52*.2 t 8 580.00 120.00 3,700.00 660.00 440.00 5,500.00 44,000.00

H For tunnel base slab. G52*.3 t 2,560 580.00 120.00 3,700.00 660.00 440.00 5,500.00 14,080,000.00

J For drainage tank base slab. G52*.4 t 264 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,452,000.00




20.2 TUNNEL (TU-1)





CLASS G: CONCRETE ANCILLARIES (CONT'D)


Deformed round steel bars to type 2 grade 500 B or B 500C to BS EV10080 and BS4449 including cutting, bending & fixing using tie wires as detailed on drawings and specifications (Cont'd).

A For emergency exit suspended slabs. G52*.5 t 46 580.00 120.00 3,700.00 660.00 440.00 5,500.00 253,000.00

B For tunnel top slab. G52*.6 t 3,118 580.00 120.00 3,700.00 660.00 440.00 5,500.00 17,149,000.00

C For emergency exit walls. G52*.7 t 323 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,776,500.00

D For trough walls. G52*.8 t 3,459 580.00 120.00 3,700.00 660.00 440.00 5,500.00 19,024,500.00

E For tunnel walls. G52*.9 t 2,953 580.00 120.00 3,700.00 660.00 440.00 5,500.00 16,241,500.00

F For drainage tank walls. G52*.10 t 246 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,353,000.00

G For tunnel retaining walls. G52*.11 t 17 580.00 120.00 3,700.00 660.00 440.00 5,500.00 93,500.00

H For emergency exit staircase including associated beams. G52*.12 t 3 580.00 120.00 3,700.00 660.00 440.00 5,500.00 16,500.00




20.2 TUNNEL (TU-1)








Note: the Contractor's attention is drawn to'Structural Notes' on drawing EXW-P009-0001-SE-CDM-DG-10000-002 concerning therequirement of providing non-ferrousreinforcement in structures.

The Contractor shall determine the non-ferrousreinforcement (if required) and make his ownassesment of adjustment to the cost ofreinforcement requirements. Any additional costfor replacing steel reinforcements with non-ferrous reinforcements shall be included in theitems below and the same shall not be subject toremeasurement.

A Extra for providing fibre-reinforced-polymer(FRP) composite reinforcing bars or similarmaterial approved by the Engineer for wallsthose penetrate deeper than an elevation of 5.00m. G54* sum 1 420,000.00 180,000.00 5,400,000.00 900,000.00 600,000.00 7,500,000.00 7,500,000.00




20.2 TUNNEL (TU-1)






Joints.

A Expansion joint at suspended slab complete withwaterstops, filler board, debonding type,polyethylene form and polysulphide sealant asshown on Drawing EXW-P009-0001-SE-CDM-DG 90000-003. G642.1 m 208 116.00 60.00 400.00 86.40 57.60 720.00 149,760.00

B Expansion joint at base slab complete withwaterstops, filler board, debonding type,polyethylene form and polysulphide sealant asshown on Drawing EXW-P009-0001-SE-CDM-DG 90000-003. G642.2 m 527 180.00 120.00 580.00 132.00 88.00 1,100.00 579,700.00

C Expansion joint at wall complete withwaterstops, filler board, debonding type andpolysulphide sealant as shown on Drawing EXW-P009-0001-SE-CDM-DG 90000-003.

G642.3 m 445 160.00 100.00 540.00 120.00 80.00 1,000.00 445,000.00

D Expansion joint at heel complete with internalwater steel, filler board, debonding type,polyethylene form and polysulphide sealantcomplete as shown on Drawing EXW-P009-0001-SE-CDM-DG-90000-003. G642.4 m 62 90.00 50.00 340.00 72.00 48.00 600.00 37,200.00

E Contraction joint complete shown as on DrawingEXW-P009-0001-SE-CDM-DG-90000-007.

G690 m 1,191 15.00 7.00 50.00 10.80 7.20 90.00 107,190.00




20.2 TUNNEL (TU-1)







A Finishing top of base slab; Class U2 finish. G813.1 m2 14,779 2.80 0.80 0.40 0.60 0.40 5.00 73,895.00

B Finishing top of trough wall; Class U2 finish. G813.2 m2 368 2.80 0.80 0.40 0.60 0.40 5.00 1,840.00

C Finishing top of tunnel slab; Class U2 finish. G813.3 m2 6,371 2.80 0.80 0.40 0.60 0.40 5.00 31,855.00

DFinishing top of suspended slab; Class U2 finish. G813.4 m2 246 2.80 0.80 0.40 0.60 0.40 5.00 1,230.00

E Two coats of crack bridging pigmentedelastomeric aliphatic acrylic coating system withvery long term UV resistance to a dry filmthickness of 300 microns (minimum) asspecified to reinforced concrete members; Ref.Coating System A. G823.1 m2 19,378 7.00 4.00 14.60 3.84 2.56 32.00 620,096.00

F Penetrating low viscosity silane siloxaneprotective coating to surface of concretebarriers; Ref. Coating System D. G823.2 m2 3,315 12.00 4.00 24.00 6.00 4.00 50.00 165,750.00



G 1070 mm high crash barrier on trough wallincluding joints, transistion, aesthetics,architectural designs etc. complete as detailedon Drawings & Specifications.

H900 m 1,370 176.00 44.00 660.00 132.00 88.00 1,100.00 1,507,000.00




20.2 TUNNEL (TU-1)





CLASS J: PIPEWORK - FITTINGS AND VALVES.


A 80 mm diameter elbow for pump discharge baseconnection. J311.1 nr 2 256.00 128.00 896.00 192.00 128.00 1,600.00 3,200.00

B 100 mm diameter double flanged bend. J311.2 nr 4 144.00 36.00 540.00 108.00 72.00 900.00 3,600.00

C 100 mm diameter tee. J321 nr 3 192.00 48.00 720.00 144.00 96.00 1,200.00 3,600.00

D 100 mm eccentric reducer. J331 nr 2 144.00 36.00 500.00 102.00 68.00 850.00 1,700.00


F 100 mm diameter double flanged pipe with puddle flange. J381.2 nr 1 352.00 88.00 1,320.00 264.00 176.00 2,200.00 2,200.00

G 100 mm diameter pipe with flanged end. J381.3 nr 4 256.00 72.00 872.00 180.00 120.00 1,500.00 6,000.00

H 100 mm diameter flexible coupling. J391.1 nr 2 108.00 36.00 376.00 78.00 52.00 650.00 1,300.00

J 100 mm flow meter. J391.2 nr 1 720.00 180.00 4,860.00 864.00 576.00 7,200.00 7,200.00



K Drain channel, 300 mm wide; straight or curved. K491 m 1,086 192.00 58.00 350.00 90.00 60.00 750.00 814,500.00




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CLASS N: MISCELLANEOUS METALWORK.

Access ladders complete with safety cage including curved guardrail as shown on drawings EXW-P009-0001-MC-CDM-DG-30000-006; fixing to concrete including all associated builders work.

A Access ladder; 600 mm wide x 9500 mm highapproximately. N130 m 10 192.00 96.00 672.00 144.00 96.00 1,200.00 12,000.00

Handrails and guardrails.

B Metal handrail for staircase in 40 mm diametertubular sections, wall mounted. N140.1 m 32 48.00 - 192.00 36.00 24.00 300.00 9,600.00

C Handrails and balustrades in 40 mm diametertubular sections as shown on drawing EXW-P009-0001-CDM-DG-30000-004; 965 mm highapproximately. N140.2 m 36 240.00 - 1,360.00 240.00 160.00 2,000.00 72,000.00

D Metal guard rail on top of tunnel emergencyaccess; 1047 mm high approximately.

N140.3 m 16 264.00 - 1,496.00 264.00 176.00 2,200.00 35,200.00

Grating.

E Metal grating (over areaway) as shown ondrawing EXW-P009-0001-MC-CDM-DG-30000-006. N180 m² 56 84.00 56.00 420.00 84.00 56.00 700.00 39,200.00




20.2 TUNNEL (TU-1)






A Graded aggregate road base approximately 230mm thick. R196 m² 2,694 1.40 6.40 24.20 4.80 3.20 40.00 107,760.00

Flexible Surfacing.

B Bituminous asphalt concrete wearing course 70mm thick. R323.1 m² 10,645 2.64 10.56 39.60 7.92 5.28 66.00 702,570.00

C Ditto, to footpath pavements. R323.2 m² 2,694 2.64 10.56 39.60 7.92 5.28 66.00 177,804.00

D Bituminous spray tack coat. R359.1 m² 10,645 0.12 0.24 2.04 0.36 0.24 3.00 31,935.00

E Bituminous spray tack coat under footpathpavements. R359.2 m² 2,694 0.12 0.24 2.04 0.36 0.24 3.00 8,082.00

Kerbs including beds, reinforcement, joints, cutting and transition as shown on Drawing no. EXW-P009-0001-CS-CDM-DG-90000-002 and other related drawings.

F Precast concrete kerb; approximate size 150 x300 mm - straight or curved. R691 m 2,173 33.00 6.00 97.00 20.40 13.60 170.00 369,410.00




20.2 TUNNEL (TU-1)





CLASS V: PAINTING.

A Epoxy coating system on concrete floors. V731 m2 305 16.00 - 40.00 8.40 5.60 70.00 21,350.00

B Epoxy coating system on concrete walls. V733 m2 970 16.00 - 40.00 8.40 5.60 70.00 67,900.00

C Epoxy coating system on concrete stair risers, 175 mm. V736.1 m 120 4.00 - 8.00 1.80 1.20 15.00 1,800.00

D Epoxy coating system with anti-slip nosing on concrete stair treads, 250 mm. V736.2 m2 120 8.40 - 30.00 5.76 3.84 48.00 5,760.00

E Weatherproof paint system on fair faced concrete cellings. V934 m2 326 6.00 - 14.00 3.00 2.00 25.00 8,150.00


Waterproofing system to all concrete in contact with the soil as detailed on drawings and specifications.

F Waterproofing sheeting; upper surfaces inclined at an angle not exceeding 30° to the horizontal.

W231.1 m2 6,371 8.80 - 39.20 7.20 4.80 60.00 382,260.00

G Ditto; under slab inclined at an angle not exceeding 30° to the horizontal. W231.2 m2 18,524 8.80 - 39.20 7.20 4.80 60.00 1,111,440.00

H Waterproofing sheeting; surfaces inclined at an angle exceeding 60° to horizontal. W233 m2 19,682 8.80 - 39.20 7.20 4.80 60.00 1,180,920.00

Protective Layers as detailed on drawings and specification.

J 20 mm Red sand asphalt protection layer towaterproofed upper surfaces inclined at anangle not exceeding 30° to the horizontal. W411 m2 4,953 4.40 13.20 70.40 13.20 8.80 110.00 544,830.00




20.2 TUNNEL (TU-1)






Protective Layers as detailed on drawings and specification (Cont'd).

A 6 mm thick hardboard protection flexiblesheathing for upper surfaces inclined at an angle not exceeding 30° to the horizontal. W421 m2 6,371 2.40 - 13.60 2.40 1.60 20.00 127,420.00

B 6 mm thick hardboard protection flexiblesheathing for upper surfaces inclined at an angle exceeding 60° to the horizontal. W423 m2 19,682 2.40 - 13.60 2.40 1.60 20.00 393,640.00

C 50 mm thick cement sand protection screed toupper surface included at an angle notexceeding 30° to the horizontal. W441 m2 18,524 4.00 0.70 14.50 2.88 1.92 24.00 444,576.00

Spray applied waterproofing as specified and as shown on drawing.

D To upper surface of base slab. W500 m² 13,159 5.30 - 12.30 2.64 1.76 22.00 289,498.00




20.2 TUNNEL (TU-1)





CLASS X: MISCELLANEOUS WORKS.Civil worksGates complete with frames and associated hardware as specified and shown on drawings.

A Swing gate (Emergency Exit and M & Ebuilding); size 1250 x 750 mm highapproximately. X231 nr 1 360.00 - 2,040.00 360.00 240.00 3,000.00 3,000.00

B Sliding gate with electrical operated devices(Drainage tank and Pump Room); size 500 x500 mm. X291 nr 1 780.00 - 4,420.00 780.00 520.00 6,500.00 6,500.00

Doors as specified.

Note: The rates for doors shall include for providing all frames, sub-frames, architraves, transoms, glazing, decorations and door hardware as necessary all in accordance with the specification and drawings.

C Door (in 1 No. leaf) to Drainage tank and Pumproom; size 1330 x 2500 mm approximately.

X900.1 nr 1 640.00 - 5,760.00 960.00 640.00 8,000.00 8,000.00

D Door (in 1 No. leaf) to Emergency Exit and M &E building); size 1330 x 2500 mm approximately.

X900.2 nr 6 640.00 - 5,760.00 960.00 640.00 8,000.00 48,000.00

E Door (in 2 No. leaves) to Emergency Exit and M& E building; size 2440 x 2500 mmapproximately. X900.3 nr 2 960.00 - 9,200.00 1,524.00 1,016.00 12,700.00 25,400.00

F Door (in 2 No. leaves) to Drainage tank andPump room; size 2440 x 2500 mmapproximately. X900.4 nr 1 960.00 - 10,640.00 1,740.00 1,160.00 14,500.00 14,500.00




20.2 TUNNEL (TU-1)





CLASS X - MISCELLANEOUS WORK.

Mechanical Works.


A Submersible pump (drainage tank). X900.5 nr 2 9,600.00 6,400.00 48,000.00 9,600.00 6,400.00 80,000.00 160,000.00

Deluge fire suppression system consisting of distribution network, valves and control system including other associated components and accessories as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-001 and other related drawings.

B Deluge fire suppression system for high hazardareas (floor area. 6828 m2). X900.6 Sum 1 800,000.00 64,000.00 2,336,000.00 480,000.00 320,000.00 4,000,000.00 4,000,000.00

Wet pipe fire sprinkler system consisting of distribution network, valves and other associated components and accessories as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-001 and other related drawings.

C Wet pipe fire sprinkler system for ordinaryhazard areas (floor area 110 m²). X900.7 sum 1 33,000.00 2,640.00 96,360.00 19,800.00 13,200.00 165,000.00 165,000.00

Stand pipe hose station as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-001 and other related drawings.; including pipe work and connections to pipe works .

D Stand pipe hose station, Class II (Tunnel). X900.8 nr 5 3,000.00 480.00 8,520.00 1,800.00 1,200.00 15,000.00 75,000.00

E Stand pipe hose station, Class III (Tunnel). X900.9 nr 5 3,000.00 480.00 8,520.00 1,800.00 1,200.00 15,000.00 75,000.00




20.2 TUNNEL (TU-1)





CLASS X - MISCELLANEOUS WORK (CONT'D).

Stand pipe hose station as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-001 and other related drawings.; including pipe work and connections to pipe works (Cont'd).

A Wet stand pipe hose cabinet at stair I. X900.10 nr 1 3,600.00 580.00 10,220.00 2,160.00 1,440.00 18,000.00 18,000.00

Clean agent fire suppression system consisting of distribution pipe work, valves and control system, other associated components and accessories as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-001 and other related drawings; include for interconnecting power supply/controlwiring in fire resistant cables as specified.

B Clean agent fire suppression system in Electrical Room (floor area 100 m² approximately).

X900.11 sum 1 48,000.00 4,000.00 108,000.00 24,000.00 16,000.00 200,000.00 200,000.00

C Clean agent fire suppression system in UPSRoom (floor area 25 m² approximately). X900.12 sum 1 12,000.00 1,000.00 27,000.00 6,000.00 4,000.00 50,000.00 50,000.00

Truly reversable jet tunnel fans complete with associated controls and accessories as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-22000-001 and other related drawings.

D Jet fans for tunnel ventilation; air flow 15 m3 Ref. TU1-JF-1 to 10. X900.13 nr 10 1,520.00 160.00 4,400.00 912.00 608.00 7,600.00 76,000.00




20.2 TUNNEL (TU-1)






Circular duct works including supports and hangers as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-003 and other related drawings.

A Circular ducts for staircase pressurisationsystem; 1000 mm diameter. X900.14 m 12 252.00 - 588.00 126.00 84.00 1,050.00 12,600.00

Rectangular duct works including supports and hangers as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-003 and other related drawings.

B Rectangular ducts for staircase pressurisationsystem; 1400 x 500 mm. X900.15 m 19 274.00 - 638.00 136.80 91.20 1,140.00 21,660.00

Self contained unit complete with associated controls and accessories as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-003 and other related drawings; include for interconnecting refrigerant piping and electrical connections to local outlets.

C Self contained unit for emergency exit and M&Ebuilding; total cooling capacity 35.2 kW; Ref.TU1-ACU-01, 02. X900.16 nr 2 3,600.00 - 10,800.00 2,160.00 1,440.00 18,000.00 36,000.00




20.2 TUNNEL (TU-1)






Split type airconditioning unit complete with associated controls and accessories as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-003 and other related drawings; include for interconnecting refrigerant piping and electrical connections to local outlets.

A Airconditioning unit for emergency exit and M&Ebuilding; total cooling capacity 6.6 kW; Ref.TU1-ACU-03, 04. X900.17 nr 2 960.00 - 3,840.00 720.00 480.00 6,000.00 12,000.00

Mixed flow fan complete with associated controls and accessories as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-003 and other related drawing; include for connection to ductwork, electrical connection to local outlets and associated support works.

B Mixed flow fan for emergency exit and M&Ebuildingstaircase pressurization system; airflow34000m3/h; Ref. TU1-SPF-1. X900.18 nr 1 5,600.00 1,100.00 15,700.00 3,360.00 2,240.00 28,000.00 28,000.00

C Mixed flow fan for drainage tank exhaustsystem; airflow 5603 m3/h; Ref. TU1-EF-1(drainage tank and Pump Room). X900.19 nr 1 1,900.00 380.00 5,320.00 1,140.00 760.00 9,500.00 9,500.00




20.2 TUNNEL (TU-1)






Register/louver as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-42000-003 and other related drawings; complete with supports and flexible connections; fixing in position including connection to ductwork.

A Register for staircase pressurisation system;1000 x 1200 mm. X900.20 nr 3 350.00 - 1,950.00 345.00 230.00 2,875.00 8,625.00

B Louver for staircase pressurisation system; 2400x 750 mm. X900.21 nr 1 420.00 - 2,900.00 498.00 332.00 4,150.00 4,150.00

C Louver for staircase pressurisation system; 2400x 1800 mm. X900.22 nr 1 540.00 - 5,700.00 936.00 624.00 7,800.00 7,800.00

D Louver for self contained units; 900 x 200 mm. X900.23 nr 2 80.00 - 520.00 90.00 60.00 750.00 1,500.00

E Louver for pressure relief damper; 800 x 400mm. X900.24 nr 1 80.00 - 640.00 108.00 72.00 900.00 900.00

Pressure relief dampers complete as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-42000-003 and other related drawings; fixing in openings.

F Pressure relief damper; 800 x 400 mm openingsize. X900.25 nr 1 120.00 - 2,200.00 348.00 232.00 2,900.00 2,900.00




20.2 TUNNEL (TU-1)






ELECTRICAL WORKS.

XLPE/SWA/PVC cables + ECC cables as specified; laid on cable trays.

A 2C x 4 mm2 XLPE cable + 1C x 4 mm2 ECC. X900.26 m 48 4.00 - 13.60 2.64 1.76 22.00 1,056.00

B 2C x 16 mm2 XLPE cable + 1C x 16 mm2 ECC. X900.27 m 24 8.00 - 20.00 4.20 2.80 35.00 840.00

C 4C x 6 mm2 XLPE cable + 1C x 6 mm2 ECC. X900.28 m 241 6.00 - 18.00 3.60 2.40 30.00 7,230.00

D 4C x 4 mm2 XLPE cable + 1C x 4 mm2 ECC. X900.29 m 91 4.00 - 16.00 3.00 2.00 25.00 2,275.00

E 4C x 10 mm2 XLPE cable + 1C x 4 mm2 ECC. X900.30 m 182 6.00 - 26.00 4.80 3.20 40.00 7,280.00

F 4C x 16 mm2 XLPE cable + 1C x 16 mm2 ECC. X900.31 m 1,277 15.00 - 61.00 11.40 7.60 95.00 121,315.00

G 4C x 35 mm2 XLPE cable + 1C x 16 mm2 ECC. X900.32 m 268 20.00 - 100.00 18.00 12.00 150.00 40,200.00

H 4C x 150 mm2 XLPE cable + 1C x 120 mm2

ECC cable. X900.33 m 34 60.00 - 300.00 54.00 36.00 450.00 15,300.00

J 4C x 240 mm2 XLPE cable + 1C x 120 mm2

ECC cable. X900.34 m 1,144 80.00 - 460.00 81.00 54.00 675.00 772,200.00

K3 x 4C x 240 mm2 XLPE cable + 1C x 120 mm2

ECC cable. X900.35 m 85 200.00 - 1,280.00 222.00 148.00 1,850.00 157,250.00




20.2 TUNNEL (TU-1)






ELECTRICAL WORKS (CONT'D).

Cable trays as specified and shown on drawing: include for support fixing and associated works.

A Cable tray (700 m approximately). X900.36 Sum 1 42,000.00 - 249,200.00 43,680.00 29,120.00 364,000.00 364,000.00

B Cable tray 600 mm wide. X900.37 m 2 60.00 - 300.00 54.00 36.00 450.00 900.00

C Cable tray 900 mm wide. X900.38 m 56 60.00 - 420.00 72.00 48.00 600.00 33,600.00

Ligting switches, surface mounting or concealed fixing type as shown on drawing EXW-P009-0001-MC-CDM-DG-24000-016 and other related drawings.

D One way lighting switch 15A (Emergency Exit and M&E Building). X900.39 nr 2 130.00 - 390.00 78.00 52.00 650.00 1,300.00

E Two way lighting switch 15A (Emergency Exit and M&E Building). X900.40 nr 1 150.00 - 450.00 90.00 60.00 750.00 750.00

F One way lighting switch, 15A (drainage tank and Pump Room). X900.41 nr 2 130.00 - 390.00 78.00 52.00 650.00 1,300.00

G Two way lighting switch, 15A (drainage tank and Pump Room). X900.42 nr 1 150.00 - 450.00 90.00 60.00 750.00 750.00

Socket outlets as specified and as shown on drawing EXW-P009-0001-MC-CDM-DG-24000-016 and other related drawings.

H 13 A twin socket outlet, metal clad finish type. X900.43 nr 5 180.00 - 540.00 108.00 72.00 900.00 4,500.00




20.2 TUNNEL (TU-1)







Isolators for Jet fans as specified and as shown on drawing EXW-P009-0001-MC-CDM-DG-24000-028 and other related drawings.

A 63 A TP Isolator for jet fans (tunnel). X900.44 nr 10 320.00 - 960.00 192.00 128.00 1,600.00 16,000.00

Luminaires as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-24000-028 and other related drawings.

B Gotthard 7824 B HST for tunnel lighting, 1 x 250W. X900.45 nr 90 510.00 - 2,130.00 396.00 264.00 3,300.00 297,000.00

C Gotthard 7824 B HST for tunnel lighting, 2 x 250W. X900.46 nr 184 610.00 - 2,430.00 456.00 304.00 3,800.00 699,200.00

D Gotthard 7824 B HST for tunnel lighting , 2 x 400W. X900.47 nr 111 630.00 - 2,730.00 504.00 336.00 4,200.00 466,200.00

E Emergency Luminaire (night light) Gotthard-2 GT LED 4B for tunnel lighting, 45W. X900.48 nr 130 510.00 - 1,830.00 351.00 234.00 2,925.00 380,250.00

Luminaires as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-24000-016 and other related drawings; including wiring with PVC insulated cables as specified.

F Surface mounted fluorescent luminares, 2 x 58W with emergency lighting pack; Ref. A/E. X900.49 nr 20 440.00 - 1,320.00 264.00 176.00 2,200.00 44,000.00

G Wall mounted fluorescent luminares, 2 x 58W with emergency lighting pack;Ref. B/E. X900.50 nr 6 440.00 - 1,320.00 264.00 176.00 2,200.00 13,200.00

H Surface mounted fluorescent luminares, 2 x 58W with emergency lighting pack; Ref. B/E. X900.51 nr 13 440.00 - 1,320.00 264.00 176.00 2,200.00 28,600.00




20.2 TUNNEL (TU-1)







Distribution boards as specified and shown on drawing EXW-P009-001-MC-24000-028 and other related drawings.

A 12 way distribution board with 80 A TP MCCBfor tunnel lighting; Ref: TU1-FDB-X. X900.52 nr 9 680.00 - 6,120.00 1,020.00 680.00 8,500.00 76,500.00

B 12 way distribution board with 63 A TP MCCBfor tunnel emergency lighting;Ref: TU1-DB-UPS-X. X900.53 nr 8 680.00 - 6,120.00 1,020.00 680.00 8,500.00 68,000.00

Main LV fuse board as specified and shown on the drawing EXW-P009-0001-MC-CDM-DG-24000-015 and other related drawings.

C 6 way main LV fuse board; Ref TU1-MDB-A. X900.54 nr 1 10,400.00 - 197,600.00 31,200.00 20,800.00 260,000.00 260,000.00

D 6 way main LV fuse board; Ref TU1-MDB-B. X900.55 nr 1 10,400.00 - 197,600.00 31,200.00 20,800.00 260,000.00 260,000.00

E 6 way main LV fuse board; Ref TU1-MDB-GEN.X900.56 nr 1 10,400.00 - 197,600.00 31,200.00 20,800.00 260,000.00 260,000.00

Sub main distribution board as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-24000-015 and other related drawings.

F 4 way sub main distribution board with 250A TP MCCB; Ref. TU1-SMDB-A2. X900.57 nr 1 1,760.00 - 15,840.00 2,640.00 1,760.00 22,000.00 22,000.00

G 4 way sub main distribution board with 250A TP MCCB; Ref. TU1-SMDB-B2. X900.58 nr 1 1,760.00 - 15,840.00 2,640.00 1,760.00 22,000.00 22,000.00

H 8 way sub main distribution board with 800Amp MCCB; Ref. TU1-SMDB-A1. X900.59 nr 1 1,870.00 - 20,130.00 3,300.00 2,200.00 27,500.00 27,500.00




20.2 TUNNEL (TU-1)







Sub main distribution board as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-24000-015 and other related drawings (Cont'd).

A 8 way sub main distribution board with 800A TP MCCB; Ref. TU1-SMDB-B1. X900.60 nr 1 1,870.00 - 20,130.00 3,300.00 2,200.00 27,500.00 27,500.00

B 8 way distribution board with 63Amp TP MCCB; Ref. TU1-UPS-DBA. X900.61 nr 1 580.00 - 5,220.00 870.00 580.00 7,250.00 7,250.00

C 8 way distribution board with 63Amp TP MCCB; Ref. TU1-UPS-DBB. X900.62 nr 1 580.00 - 5,220.00 870.00 580.00 7,250.00 7,250.00

D 13 way distribution board for lighting and small power. X900.63 nr 1 680.00 - 6,120.00 1,020.00 680.00 8,500.00 8,500.00

Control Panels as specified and shown on drawings EXW-P009-0001-MC-CDM-DG-24000-015 and 028 and other related drawings.

E Control panel for tunnellighting and power; Ref:TU1-MC-X. X900.64 nr 5 2,400.00 - 28,000.00 4,560.00 3,040.00 38,000.00 190,000.00

F Control panel for Emergency exit and M&E building lighting and power; Ref. TU1-MC-6. X900.65 nr 1 2,300.00 - 23,300.00 3,840.00 2,560.00 32,000.00 32,000.00




20.2 TUNNEL (TU-1)







Uninterrupted power supply as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-24000-015 and other related drawings.

A Uninterrupted power supply;Ref. TU1-UPS-A. X900.66 nr 1 4,800.00 - 91,200.00 14,400.00 9,600.00 120,000.00 120,000.00

B Uninterrupted power supply; Ref. TU1-UPS-B. X900.67 nr 1 4,800.00 - 91,200.00 14,400.00 9,600.00 120,000.00 120,000.00

Earthing/grounding system as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-24000-019 and other related drawings.

C Main earth pit. X900.68 nr 1 800.00 - 2,400.00 480.00 320.00 4,000.00 4,000.00

D Earth rod. X900.69 nr 12 640.00 - 1,920.00 384.00 256.00 3,200.00 38,400.00

E Earth bar. X900.70 nr 1 360.00 - 2,040.00 360.00 240.00 3,000.00 3,000.00

F 120 mm2 bare copper conductor. X900.71 m 80 10.00 - 30.00 6.00 4.00 50.00 4,000.00




20.2 TUNNEL (TU-1)







A Allow for testing and commissioning of allmechanical installations. X900.72 Sum 1 275,000.00 50,000.00 175,000.00 75,000.00 50,000.00 625,000.00 625,000.00

B Allow for testing and commissioning all elecricalinstallations. X900.73 Sum 1

SCADA system.

C Allow for SCADA system as specified and asshown on drawings including panels and allassociated equipment, accessories and controlwiring as necessary. X900.74 Sum 1 25,000.00 20,000.00 155,000.00 30,000.00 20,000.00 250,000.00 250,000.00

PLC system.

D Allow for PLC system for Attunation tanks asspecified and as shown on drawings includingpanels and all associated equipment,accessories and control wiring as necessary.

X900.75 Sum 1 25,000.00 20,000.00 155,000.00 30,000.00 20,000.00 250,000.00 250,000.00




20.2 TUNNEL (TU-1)




Collection

G 20.2/1 14,326,604.00

G 20.2/2 3,843,367.00

G 20.2/3 40,839,555.00

G 20.2/4 6,027,335.00

G 20.2/5 1,957,950.00

G 20.2/6 1,735,656.00

G 20.2/7 2,332,485.00

G 20.2/8 38,890,620.00

G 20.2/9 55,907,500.00

G 20.2/10 7,500,000.00

G 20.2/11 1,318,850.00

G 20.2/12 2,401,666.00

G 20.2/13 852,300.00

G 20.2/14 168,000.00

G 20.2/15 1,397,561.00

G 20.2/16 3,324,410.00

G 20.2/17 1,255,134.00

G 20.2/18 105,400.00

184,184,393.00 C/F



20.2 TUNNEL (TU-1)





G 20.2/19 4,475,000.00

G 20.2/20 344,000.00

G 20.2/21 70,260.00

G 20.2/22 49,500.00

G 20.2/23 25,875.00

G 20.2/24 1,124,946.00

G 20.2/25 407,100.00

G 20.2/26 1,944,450.00

G 20.2/27 996,000.00

G 20.2/28 272,500.00

G 20.2/29 289,400.00

G 20.2/30 1,125,000.00

195,308,424.00 TOTAL FOR BILL NO. 20.2 - TUNNEL (TU-1) QAR.

BILL NO. 20

STRUCTURES AND BRIDGES20.3 TUNNEL (TU-2)



20.3 TUNNEL (TU-2)




20.3 - TUNNEL (TU-2).

CLASS B - GROUND INVESTIGATION.



B Grouting and backfilling of cavities encounteredin the above item as directed by the Engineer. B900.2 Sum 1 26,500.00 53,000.00 96,500.00 26,400.00 17,600.00 220,000.00 220,000.00


D Soil strengthening to acheve the required loadcapacity. B900.4 Sum 1 42,000.00 98,000.00 140,000.00 42,000.00 28,000.00 350,000.00 350,000.00


Excavation.

E Excavation for foundations; material other thantop soil, rock or artificial hard material; maximumdepth 1 - 2 m. E324 m3 1,655 3.30 19.10 - 3.36 2.24 28.00 46,340.00

F Ditto; maximum depth 2 - 5 m. E325 m3 5,889 3.80 21.80 - 3.84 2.56 32.00 188,448.00



J Ditto; maximum depth exceeding 15 m. E328 m3 108,402 8.30 49.30 - 8.64 5.76 72.00 7,804,944.00



3 Ref. UNITQTY

RATE (QAR)



20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)





B Disposal of surplus excavated materialsincluding loading/unloading, site handling andtransportation to approved designated site. E532 m3 142,658 1.80 10.20 - 1.80 1.20 15.00 2,139,870.00

Filling.


E614.1 m3

62,733 2.80 15.40 1.00 2.88 1.92 24.00 1,505,592.00

D Filling to void above top slab of tunnel atemergency exit, using suitable excavatedmaterial. E614.2 m3 884 2.80 15.40 1.00 2.88 1.92 24.00 21,216.00


E Preparation of filled surfaces to receivepermanent work.

E722 m²341 0.60 3.20 0.20 0.60 0.40 5.00 1,705.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




A Class 30/20, with sulphate resistant cement.F267 m3 2,473 - - 340.00 51.00 34.00 425.00 1,051,025.00

B Class 30/20, with ordinary portland cement. F263 m3 2,933 - - 320.00 48.00 32.00 400.00 1,173,200.00

C Class 40/20, ordinary portland cement with 65% GGBS (ground granulated blast furnace slag).

F287.1 m3 33,314 - - 440.00 66.00 44.00 550.00 18,322,700.00

D Class 40/20, ordinary portland cement with 65% GGBS (ground granulated blast furnace slag) + fibre reinforcement (minimum 1kg/m³ of concrete). F287.2 m3 28,778 - - 480.00 72.00 48.00 600.00 17,266,800.00

Placing of concrete: mass.

E Blinding concrete; thickness: not exceeding 150 mm (Class 30/20 - SRC). F511 m3 1,712 42.00 30.00 8.00 12.00 8.00 100.00 171,200.00

F Levelling course over tunnel base (Class 30/20 - OPC). F580.1 m3 2,577 48.00 30.00 10.00 13.20 8.80 110.00 283,470.00

G Mass fill to form ramps (Class 30/20 - OPC). F580.2 m3 356 38.00 30.00 8.00 11.40 7.60 95.00 33,820.00

H Mass fill to vertical sides of tunnel walls (Class 30/20 - SRC). F580.3 m3 761 58.00 30.00 8.00 14.40 9.60 120.00 91,320.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




A Base slab to trough, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F624.1 m3 23,613 54.00 32.00 10.00 14.40 9.60 120.00 2,833,560.00

B Base slab to emergency exit, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F624.2 m3 297 54.00 32.00 10.00 14.40 9.60 120.00 35,640.00

C Base slab to tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F624.3 m3 13,769 54.00 32.00 10.00 14.40 9.60 120.00 1,652,280.00

D Base slab to drainage tank, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F624.4 m3 879 54.00 32.00 10.00 14.40 9.60 120.00 105,480.00

E Suspended slab - emergency exit, thickness:150 - 300 mm (Class 40/20 OPC + 65% GGBS).

F632 m3 8 62.00 32.00 10.00 15.60 10.40 130.00 1,040.00

F Suspended slab - emergency exit, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS).

F633 m3 231 62.00 32.00 10.00 15.60 10.40 130.00 30,030.00

G Suspended slab - emergency exit, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F634.1 m3 790 58.00 32.00 10.00 15.00 10.00 125.00 98,750.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




A Suspended slab - tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F634.2 m3 7,036 58.00 32.00 10.00 15.00 10.00 125.00 879,500.00

B Walls - emergency exit, thickness: 150 - 300 mm (Class 40/20 OPC + 65% GGBS). F642 m3 133 62.00 32.00 10.00 15.60 10.40 130.00 17,290.00

C Walls - emergency exit, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS). F643.1 m3 228 58.00 32.00 10.00 15.00 10.00 125.00 28,500.00

D Walls - trough, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS). F643.2 m3 480 58.00 32.00 10.00 15.00 10.00 125.00 60,000.00

E Walls - drainage tank, thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F643.3 m3 11 58.00 32.00 10.00 15.00 10.00 125.00 1,375.00

F Walls - emergency exit, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F644.1 m3 526 54.00 32.00 10.00 14.40 9.60 120.00 63,120.00

G Walls - trough, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F644.2 m3 6,876 54.00 32.00 10.00 14.40 9.60 120.00 825,120.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




A Retaining walls above tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F644.3 m3 83 54.00 32.00 10.00 14.40 9.60 120.00 9,960.00

B Walls - tunnel, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F644.4 m3 6,325 54.00 32.00 10.00 14.40 9.60 120.00 759,000.00

C Walls - drainage tanks, thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS + fibre reinforcement). F644.5 m3 758 58.00 32.00 10.00 15.00 10.00 125.00 94,750.00

D Columns - emergency exit, cross sectional area: 0.1 - 0.25 m² (Class 40/20 OPC + 65% GGBS).

F653 m3 9 66.00 36.00 10.00 16.80 11.20 140.00 1,260.00

E Beams - emergency exit, cross sectional area: 0.1 - 0.25 m² (Class 40/20 OPC + 65% GGBS). F663 m3 3 66.00 36.00 10.00 16.80 11.20 140.00 420.00

F Beams - emergency exit, cross sectional area: 0.25 - 1 m² (Class 40/20 OPC + 65% GGBS). F664 m3 23 58.00 32.00 10.00 15.00 10.00 125.00 2,875.00

G Staicase - emergency exit (Class 40/20 OPC + 65% GGBS). F680 m3 14 70.00 40.00 10.00 18.00 12.00 150.00 2,100.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)

20.3 - TUNNEL (TU-2).


Formwork: Class F1.

A Plane vertical, width: exceeding 1.22 m. G345 m2 805 36.00 6.00 38.00 12.00 8.00 100.00 80,500.00

Formwork: Class F2.

B Plane battered sides of retaining walls, width: 0.2- 0.4 m. G333 m2 26 45.00 7.50 67.50 18.00 12.00 150.00 3,900.00

C Plane battered sides of trough walls, width: 0.4 -1.22 m. G334 m2 117 40.00 6.60 59.00 15.84 10.56 132.00 15,444.00

D Ditto: width exceeding 1.22 m. G335 m2 5,682 36.00 6.00 54.00 14.40 9.60 120.00 681,840.00

E Plane vertical sides of trough base, width: 0.4 -1.22 m. G344.1 m2 90 40.00 6.60 59.00 15.84 10.56 132.00 11,880.00

F Plane vertical to sides of trough walls, width: 0.4 -1.22 m. G344.2 m2 960 40.00 6.60 59.00 15.84 10.56 132.00 126,720.00

G Plane vertical sides of column base, width: 0.4 -1.22 m. G344.3 m2 32 40.00 6.60 59.00 15.84 10.56 132.00 4,224.00

H Plane vertical to sides of walls, width: 0.4 - 1.22m. G344.4 m2 69 40.00 6.60 59.00 15.84 10.56 132.00 9,108.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




A Plane vertical sides of retaining walls, width:exceeding 1.22 m. G345.1 m2 108 36.00 6.00 54.00 14.40 9.60 120.00 12,960.00

B Plane vertical sides of walls, width: exceeding1.22 m. G345.2 m2 854 36.00 6.00 54.00 14.40 9.60 120.00 102,480.00

C Plane vertical sides of trough base, width:exceeding 1.22 m. G345.3 m2 2,790 36.00 6.00 54.00 14.40 9.60 120.00 334,800.00

D Plane vertical sides of base, width: exceeding1.22 m. G345.4 m2 262 36.00 6.00 54.00 14.40 9.60 120.00 31,440.00

E Other curved sides of base, width: exceeding1.22 m. G360.1 m2 242 44.00 7.50 72.50 18.60 12.40 155.00 37,510.00

F Other curved sides of walls, width: exceeding1.22 m. G360.2 m2 670 44.00 7.50 72.50 18.60 12.40 155.00 103,850.00

G Other curved sides of tunnel base, width:exceeding 1.22 m. G360.3 m2 1,521 44.00 7.50 72.50 18.60 12.40 155.00 235,755.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)


CLASS G: CONCRETE ANCILLARIES


A Other curved sides of tunnel wall, width:exceeding 1.22 m. G360.4 m2 6,091 44.00 7.50 72.50 18.60 12.40 155.00 944,105.00

B Constant cross section; columns 500 x 500 mm.G382 m 10 100.00 12.00 120.00 34.80 23.20 290.00 2,900.00

Formwork: Class F3.

C Plane horizontal soffits and landings, width: 0.4 - 1.22 m. G314 m2 10 60.00 9.00 91.00 24.00 16.00 200.00 2,000.00

D Plane horizontal soffits and landing, width:exceeding 1.22 m. G315.1 m2 311 55.00 9.00 84.00 22.20 14.80 185.00 57,535.00

E Plane horizontal soffit of slabs of tunnel width: exceeding 1.22 m. G315.2 m3 5,939 55.00 9.00 84.00 22.20 14.80 185.00 1,098,715.00

F Plane sloping soffits of stair case, width: exceeding 1.22 m. G325 m2 38 59.00 9.00 84.00 22.80 15.20 190.00 7,220.00

G Plane battered side of retaining walls, width:exceeding 1.22 m. G335 m2 108 42.00 7.50 62.50 16.80 11.20 140.00 15,120.00

H Plane vertical risers to steps of stair case, width: 0.1 - 0.2 m. G342.1 m 136 10.00 2.00 12.00 3.60 2.40 30.00 4,080.00

J Plane vertical edges landings/slabs, width: 0.1 - 0.2 m. G342.2 m 18 22.00 2.00 12.00 5.40 3.60 45.00 810.00

K Plane vertical edges/sides of staircase, width: 0.2 - 0.4 m. G343 m2 21 48.00 8.00 72.00 19.20 12.80 160.00 3,360.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




A Plane vertical sides of trough walls, width: 0.4 -1.22 m. G344 m2 117 45.00 7.50 67.50 18.00 12.00 150.00 17,550.00

B Plane vertical sides of walls, width: exceeding1.22 m. G345.1 m2 1,634 42.00 7.50 62.50 16.80 11.20 140.00 228,760.00

C Plane vertical sides of trough walls, width:exceeding 1.22 m. G345.2 m2 6,516 42.00 7.50 62.50 16.80 11.20 140.00 912,240.00

D Other curved sides to walls, width: exceeding1.22 m. G360 m2 6,268 57.50 7.50 87.00 22.80 15.20 190.00 1,190,920.00

E Constant cross section beams 280 x 350 mm. G381.1 m 18 57.50 7.50 79.00 21.60 14.40 180.00 3,240.00

F Ditto; beams 500 x 650 mm. G381.2 m 17 102.00 13.00 141.00 38.40 25.60 320.00 5,440.00

G Ditto; columns 500 x 500 mm. G382 m 27 115.00 15.00 142.00 40.80 27.20 340.00 9,180.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)



Reinforcement.

Deformed round steel bars to type 2 grade 500 B or B 500C to BS EV10080 and BS4449 including cutting, bending & fixing using tie wires as detailed on drawings and specifications.

A For trough base slab. G52*.1 t 3,542 580.00 120.00 3,700.00 660.00 440.00 5,500.00 19,481,000.00

B For emergency exit base slab. G52*.2 t 50 580.00 120.00 3,700.00 660.00 440.00 5,500.00 275,000.00

C For tunnel base slab. G52*.3 t 2,341 580.00 120.00 3,700.00 660.00 440.00 5,500.00 12,875,500.00

D For drainage tank base slab. G52*.4 t 264 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,452,000.00

E For emergency exit suspended slabs. G52*.5 t 196 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,078,000.00

F For tunnel top slab. G52*.6 t 2,814 580.00 120.00 3,700.00 660.00 440.00 5,500.00 15,477,000.00

G For emergency exit walls. G52*.7 t 381 580.00 120.00 3,700.00 660.00 440.00 5,500.00 2,095,500.00

H For trough walls. G52*.8 t 3,016 580.00 120.00 3,700.00 660.00 440.00 5,500.00 16,588,000.00

J For tunnel walls. G52*.9 t 2,720 580.00 120.00 3,700.00 660.00 440.00 5,500.00 14,960,000.00

K For drainage tank walls. G52*.10 t 246 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,353,000.00

L For tunnel retaining walls. G52*.11 t 17 580.00 120.00 3,700.00 660.00 440.00 5,500.00 93,500.00

M For emergency exit staircase including associated beams. G52*.12 t 8 580.00 120.00 3,700.00 660.00 440.00 5,500.00 44,000.00

N For emergency exit columns. G52*.13 t 2 580.00 120.00 3,700.00 660.00 440.00 5,500.00 11,000.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)







A Extra for providing fibre-reinforced-polymer(FRP) composite reinforcing bars or similarmaterial approved by the Engineer for wallsthose penetrate deeper than an elevation of 5.00m. G54* sum 1 340,000.00 140,000.00 4,300,000.00 717,000.00 478,000.00 5,975,000.00 5,975,000.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)



Joints.

A Expansion joint at suspended slab complete withwaterstops, filler board, debonding type,polyethylene form and polysulphide sealant asshown on drawing EXW-P009-0001-SE-CDM-DG 90000-003. G642.1 m 185 116.00 60.00 400.00 86.40 57.60 720.00 133,200.00

B Expansion joint at base slab complete withwaterstops, filler board, debonding type,polyethylene form and polysulphide sealant asshown on Drawing EXW-P009-0001-SE-CDM-DG 90000-003. G642.2 m 393 180.00 120.00 580.00 132.00 88.00 1,100.00 432,300.00

C Expansion joints at wall complete with waterstops, filler board, debonding type andpolysulphide sealent as shown on drawing EXW-P009-0001-SE-CDM-DG 90000-003. G642.3 m 430 160.00 100.00 540.00 120.00 80.00 1,000.00 430,000.00

D Expansion joint at heel complete with internalwater steel, filler board, debonding type,polyethylene form and polysulphide sealantcomplete as shown on drawing EXW-P009-0001-SE-CDM-DG-90000-003. G642.4 m 78 90.00 50.00 340.00 72.00 48.00 600.00 46,800.00

E Contraction joint to complete shown as ondrawing EXW-P009-0001-SE-CDM-DG-90000-007. G690 m 878 15.00 7.00 50.00 10.80 7.20 90.00 79,020.00




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A Finishing top of base slab; Class U2 finish. G813.1 m2 13,137 2.80 0.80 0.40 0.60 0.40 5.00 65,685.00

B Finishing top of trough wall; Class U2 finish. G813.2 m2 284 2.80 0.80 0.40 0.60 0.40 5.00 1,420.00

C Finishing top of tunnel slab; Class U2 finish. G813.3 m2 5752 2.80 0.80 0.40 0.60 0.40 5.00 28,760.00

D Finishing top of suspended slab; Class U2 finish. G813.4 m2 410 2.80 0.80 0.40 0.60 0.40 5.00 2,050.00

E Two coats of crack bridging pigmentedelastomeric aliphatic acrylic coating system withvery long term UV resistance to a dry filmthickness of 300 microns (minimum) as specifiedto reinforced concrete members; Ref. CoatingSystem A. G823.1 m2 16,888 7.00 4.00 14.60 3.84 2.56 32.00 540,416.00

F Penetrating low viscosity silane siloxaneprotective coating to surface of concrete barriers;Ref. Coating System D. G823.2 m2 2,900 12.00 4.00 24.00 6.00 4.00 50.00 145,000.00



G 1070 mm high crash barrier on trough wallincluding joints, transistion, aesthetics,architectural designs etc. complete as detailedon Drawings & Specifications. H900 m 1,200 176.00 44.00 660.00 132.00 88.00 1,100.00 1,320,000.00




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CLASS J - PIPEWORK - FITTINGS AND VALVES.


A 80 mm diameter elbow for pump discharge baseconnection. J311.1 nr 2 256.00 128.00 896.00 192.00 128.00 1,600.00 3,200.00

B 100 mm diameter double flanged bend. J311.2 nr 4 144.00 36.00 540.00 108.00 72.00 900.00 3,600.00

C 100 mm diameter tee. J321 nr 3 192.00 48.00 720.00 144.00 96.00 1,200.00 3,600.00

D 100 mm diameter eccentric reducer. J331 nr 2 144.00 36.00 500.00 102.00 68.00 850.00 1,700.00


F 100 mm diameter double flanged pipe with puddle flange. J381.2 nr 1 352.00 88.00 1,320.00 264.00 176.00 2,200.00 2,200.00

G 100 mm diameter pipe with flanged end. J381.3 nr 4 256.00 72.00 872.00 180.00 120.00 1,500.00 6,000.00

H 100 mm diameter flexible coupling. J391.1 nr 2 108.00 36.00 376.00 78.00 52.00 650.00 1,300.00

J 100 mm diameter flow meter. J391.2 nr 1 720.00 180.00 4,860.00 864.00 576.00 7,200.00 7,200.00



K Drain channel, 300 mm wide; straight or curved. K491 m 970 192.00 58.00 350.00 90.00 60.00 750.00 727,500.00




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CLASS N: MISCELLANEOUS METALWORKS.

Handrails.

A Metal handrail for staircase 40 mm diameter,wall mounted. N140.1 m 29 48.00 - 192.00 36.00 24.00 300.00 8,700.00

B Handrails and balustrades in 40 mm diametertubular sections as shown on drawing EXW-P009-0001-CDM-DG-30000-004 965 mm highapproximately. N140.2 m 32 240.00 - 1,360.00 240.00 160.00 2,000.00 64,000.00

Guard rail.

C Metal guard rail on top of tunnel emergencyaccess, 1047 mm high approximately. N140.3 m 16 264.00 - 1,496.00 264.00 176.00 2,200.00 35,200.00

Grating.

D Metal grating (overarea way) as shown ondrawing EXW-P009-0001-MC-CDM-DG-20000-018. N180 m² 86 84.00 56.00 420.00 84.00 56.00 700.00 60,200.00




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A Graded aggregate road base approximately 230mm thick. R196 m² 2,362 1.40 6.40 24.20 4.80 3.20 40.00 94,480.00

Flexible Surfacing.

B Bituminous asphalt concrete wearing course 70mm thick. R323.1 m² 9,082 2.64 10.56 39.60 7.92 5.28 66.00 599,412.00

C Ditto; to foot path pavements. R323.2 m² 2,362 2.64 10.56 39.60 7.92 5.28 66.00 155,892.00

D Bituminous spray tack coat. R359.1 m² 9,082 0.12 0.24 2.04 0.36 0.24 3.00 27,246.00

E Bituminous spray tack coat under foot pathpavements. R359.2 m² 2,362 0.12 0.24 2.04 0.36 0.24 3.00 7,086.00

Kerbs including beds, reinforcement, joints, cutting and transition as shown on Drawing no. EXW-P009-0001-CS-CDM-DG-90000-002 and other related drawings.

F Precast concrete kerb; approximate size 150 x300 mm - Straight or curved. R691 m 1,940 33.00 6.00 97.00 20.40 13.60 170.00 329,800.00




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CLASS V: PAINTING.

A Epoxy coating system on concrete floors. V731 m2 569 16.00 - 40.00 8.40 5.60 70.00 39,830.00

B Epoxy coating system on concrete walls. V733 m2 1,398 16.00 - 40.00 8.40 5.60 70.00 97,860.00

C Epoxy coating system on concrete stair risers, 175 mm. V736.1 m 130 4.00 - 8.00 1.80 1.20 15.00 1,950.00

D Epoxy coating system with anti-slip nosing on concrete stair treads, 250 mm. V736.2 m 130 8.40 - 30.00 5.76 3.84 48.00 6,240.00

E Weatherproof paint system on fair faced concrete cellings. V934 m2 517 6.00 - 14.00 3.00 2.00 25.00 12,925.00


Waterproofing system to all concrete in contact with the soil as detailed on drawings and Specifications.

F Waterproofing sheeting; upper surfaces inclined at an angle not exceeding 30° to the horizontal. W231.1 m2 6,179 8.80 - 39.20 7.20 4.80 60.00 370,740.00

G Ditto; under slab inclined at an angle not exceeding 30° to the horizontal. W231.2 m2 18556 8.80 - 39.20 7.20 4.80 60.00 1,113,360.00

H Waterproofing sheeting; surfaces inclined at an angle exceeding 60° to horizontal. W233 m2 19,282 8.80 - 39.20 7.20 4.80 60.00 1,156,920.00

J Waterproof sheeting; surface of width 300 mm -1m to columns. W237 m 10 8.80 - 39.20 7.20 4.80 60.00 600.00




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A 20 mm Red sand asphalt protection layer towaterproofed upper surfaces inclined at an anglenot exceeding 30° to the horizontal. W411 m2 3,147 4.40 13.20 70.40 13.20 8.80 110.00 346,170.00

B 6 mm thick hardboard protection flexiblesheating for upper surfaces inclined at an angleexceeding 30° to the horizontal. W421 m2 6,179 2.40 - 13.60 2.40 1.60 20.00 123,580.00

C 6 mm thick hardboard protection flexiblesheating for upper surfaces inclined at an angleexceeding 60o to the horizontal. W423 m2 19,282 2.40 - 13.60 2.40 1.60 20.00 385,640.00

D 6 mm thick hardboard protection flexiblesheating; surface of width 300 mm - 1 m tocolumns. W427 m 10 2.40 - 13.60 2.40 1.60 20.00 200.00

E 50 mm thick cement sand protection screed toupper surface inclined at an angle not exceeding30° to the horizontal. W441 m2 18,556 4.00 0.70 14.50 2.88 1.92 24.00 445,344.00

Spray applied waterproofing system as specified and shown on drawing.

F To upper surface of base slab. W500.1 m2 11,444 5.30 - 12.30 2.64 1.76 22.00 251,768.00

G To upper surface of toilet floor at emergency exitbuilding. W500.2 m2 9 5.30 - 12.30 2.64 1.76 22.00 198.00




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CIVIL WORK.


Gates complete with frames and associated hardware as specified and shown on drawings.

A Swing gate (Emergency Exit and M & EBuilding); size 1250 x 750 mm highapproximately. X231 nr 1 360.00 - 2,040.00 360.00 240.00 3,000.00 3,000.00

B Sliding gate with electrical operated devices(Drainage tank and Pump Room); size 500 x 500mm. X291 nr 1 780.00 - 4,420.00 780.00 520.00 6,500.00 6,500.00

Doors as specified.Note: The rates for doors shall include for providing all frames, sub-frames, architraves, transoms, glazing, decorations and door hardware as necessary all in accordance with the specification and drawings.

C Door (in 1 No. leaf) to Drainage tank and Pumproom; size 1330 x 2500 mm approximately. X900.1 nr 1 640.00 - 5,760.00 960.00 640.00 8,000.00 8,000.00

D Door (in 1 No. leaf) to Emergency Exit and M &E building); size 1330 x 2500 mm approximately.

X900.2 nr 10 640.00 - 5,760.00 960.00 640.00 8,000.00 80,000.00

E Door (in 2 No. leaves) to Emergency Exit and M& E building; size 1800 x 2500 mmapproximately. X900.3 nr 5 840.00 - 8,900.00 1,461.00 974.00 12,175.00 60,875.00

F Door (in 2 No. leaves) to Drainage tank andPump room; size 2440 x 2500 mmapproximately. X900.4 nr 1 960.00 - 10,640.00 1,740.00 1,160.00 14,500.00 14,500.00




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MECHANICAL WORK.

Pipe and fittings to emergency exit toilet as specified and shown on drawings.

A 15 mm diameter cold water pipe. X900.5 m 7 18.00 - 54.00 10.80 7.20 90.00 630.00

D 15 mm diameter hot water pipe. X900.6 m 4 22.00 - 74.00 14.40 9.60 120.00 480.00

B 20 mm diameter cold water pipe. X900.7 m 3 24.00 - 72.00 14.40 9.60 120.00 360.00

C 25 mm diameter cold water pipe. X900.8 m 2 36.00 - 108.00 21.60 14.40 180.00 360.00

E 50 mm diameter vent pipe. X900.9 m 60 76.00 - 180.00 38.40 25.60 320.00 19,200.00

F 50 mm diameter drainage pipe. X900.10 m 6 76.00 - 180.00 38.40 25.60 320.00 1,920.00

G 75 mm diameter drainage pipe. X900.11 m 72 80.00 - 240.00 48.00 32.00 400.00 28,800.00

H 100 mm diameter drainage pipe. X900.12 m 12 96.00 - 288.00 57.60 38.40 480.00 5,760.00

Floor drains as specified and shown on drawings; including connections to pipeworks.

J Floor drains; 50 mm outlet. X900.13 nr 2 160.00 - 480.00 96.00 64.00 800.00 1,600.00

K Floor drains; 75 mm outlet. X900.14 nr 2 160.00 - 480.00 96.00 64.00 800.00 1,600.00




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MECHANICAL WORK (CONT'D).

Electric water heater as specified and shown on drawings; complete with all associated accessories; allow for connection to pipework; electrical connection to local outlets.

A Electric water heater; 22 litres. X900.15 nr 1 288.00 - 1,152.00 216.00 144.00 1,800.00 1,800.00

Duplex sump pump as specified and shown on drawings; complete with all intergral controls, inter-connecting pipework, valves, lifting chain and other associated accessories; allow for connecting to drainage pipeworks; electrical connection to local outlets.

B Duplex sump pump; Weil model 2563 or similarapproved. X900.16 nr 2 3,600.00 - 14,000.00 2,640.00 1,760.00 22,000.00 44,000.00

Sanitary fittings as specified and shown on drawings; installed all traps and waste fittings; include for connection to water and waste services as necessary.

C Wall mounted combination paper toweldispenser/waste receptical; Ref. R-1. X900.17 nr 1 70.00 - 410.00 72.00 48.00 600.00 600.00

D Wall mounted hand dryer; Ref. R-2. X900.18 nr 1 360.00 - 1,400.00 264.00 176.00 2,200.00 2,200.00




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Sanitary fittings as specified and shown on drawings; installed all traps and waste fittings; include for connection to water and waste services as necessary (Cont'd).

A Wall mounted combination toilet dispenser,sanitary napkin disposal, toilet tissue dispenser;Ref. R-3. X900.19 nr 1 180.00 - 760.00 141.00 94.00 1,175.00 1,175.00

B Mop sink; Ref. R-4. X900.20 nr 1 280.00 - 1,640.00 288.00 192.00 2,400.00 2,400.00

C Mop hooks; Ref. R-5. X900.21 nr 1 16.00 - 80.00 14.40 9.60 120.00 120.00

D Water closet; Ref. R-6. X900.22 nr 1 360.00 - 2,040.00 360.00 240.00 3,000.00 3,000.00

E Sink; Ref. R-7. X900.23 nr 1 220.00 - 1,220.00 216.00 144.00 1,800.00 1,800.00

F Wall mounted soap dispenser; Ref. R-8. X900.24 nr 1 40.00 - 200.00 36.00 24.00 300.00 300.00

G Mirror 600 x 600 mm; Ref. R-9. X900.25 nr 1 60.00 - 340.00 60.00 40.00 500.00 500.00

H Full-length mirror; Ref. R-10. X900.26 nr 1 80.00 - 480.00 84.00 56.00 700.00 700.00




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A Submersible pump (drainage tank). X900.27 nr 2 9,600.00 6,400.00 48,000.00 9,600.00 6,400.00 80,000.00 160,000.00

Deluge fire sprinkler system consisting of distribution pipe, works, valves and control system, other associated components and accessories as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-002 and other related drawings.

B Deluge fire sprinkler system for high hazardareas (floor area. 6280 m2). X900.28 Sum 1 740,000.00 60,000.00 2,160,000.00 444,000.00 296,000.00 3,700,000.00 3,700,000.00

Clean agent fire suppression system consisting of distribution pipe works, valves and control system, other associated components and accessories as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-002 and other related drawings.

C Clean agent fire suppression system in electricalroom (floor area 120 m² approximately). X900.29 sum 1 57,600.00 4,800.00 129,600.00 28,800.00 19,200.00 240,000.00 240,000.00

D Clean agent fire suppression system in UPSroom (floor area 25 m² approximately). X900.30 sum 1 12,000.00 1,000.00 27,000.00 6,000.00 4,000.00 50,000.00 50,000.00




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Stand pipe hose station including pipe work and connections to pipe works as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-002 and other related drawings.

A Stand pipe hose station, Class II. X900.11 nr 5 3,000.00 480.00 8,520.00 1,800.00 1,200.00 15,000.00 75,000.00

B Stand pipe hose station, Class III. X900.12 nr 5 3,000.00 480.00 8,520.00 1,800.00 1,200.00 15,000.00 75,000.00

C Wet stand pipe hose cabinet at stair I. X900.13 nr 1 3,600.00 580.00 10,220.00 2,160.00 1,440.00 18,000.00 18,000.00

Wet pipe fire sprinkler system consisting of distribution pipe works, valves and other associated components and accessories as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-002 and other related drawings.

D Wet pipe fire sprinkler system for ordinaryhazard areas (floor area 110 m²). X900.14 sum 1 33,000.00 2,640.00 96,360.00 19,800.00 13,200.00 165,000.00 165,000.00

Fire pump as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-23000-002 and other related drawings; complete with control panel and other related fittings/ancillaries; including connections to suction and discharge pipeworks.

E Fire pump; Ref. Fire pump-1, Fire pump-2. X900.15 nr 2 9,600.00 2,000.00 36,400.00 7,200.00 4,800.00 60,000.00 120,000.00




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Truly reversable jet tunnel fans complete with associated controls and accessories as specified and shown on drawings.

A Jet fans; air flow 15 m3/s; Ref. TU2-JF-1 to 14. X900.15 nr 14 1,520.00 160.00 4,400.00 912.00 608.00 7,600.00 106,400.00

Circular duct works including supports and hargers as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings.

B Circular ducts for staircase pressurisationsystem; 1000 mm diameter. X900.17 m 8 252.00 - 588.00 126.00 84.00 1,050.00 8,400.00

Rectangular duct works including supports and hangers as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings.

C Rectangular ducts for exhaust system; 200 x 100mm. X900.18 m 15 48.00 - 108.00 23.40 15.60 195.00 2,925.00

D Rectangular ducts for exhaust system; 200 x 150mm. X900.19 m 3 57.00 - 127.00 27.60 18.40 230.00 690.00

E Rectangular ducts for staircase pressurisationsystem; 1400 x 500 mm. X900.20 m 11 274.00 - 638.00 136.80 91.20 1,140.00 12,540.00




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Self contained unit complete with associated controls and accessories as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings; include for interconnecting refrigerant piping and electrical connections to local outlets.

A Self contained unit for emergency exit and M&Ebuilding; total cooling capacity 35.2 kW; Ref.TU2-ACC-01, 02. X900.21 nr 2 3,600.00 - 10,800.00 2,160.00 1,440.00 18,000.00 36,000.00

Split type airconditioning unit complete with associated controls and accessories as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings; include for interconnecting refrigerant piping and electrical connections to local outlets.

B Airconditioning unit emergency exit and M&Ebuilding; total cooling capacity 6.6 kW; Ref. TU2-ACU-04. X900.22 nr 2 960.00 - 3,840.00 720.00 480.00 6,000.00 12,000.00




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Mixed flow fan complete with associated controls and accessories as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings; include for connection to ductwork, electrical connection to local outlets and associated support works.

A Mixed flow fan for emergency exit and M&Ebuilding staircase pressurization system; airflow34000m3/h; Ref. TU2-SPF-1. X900.23 nr 1 5,600.00 1,100.00 15,700.00 3,360.00 2,240.00 28,000.00 28,000.00

B Mixed flow fan for drainage tank and pump roomexhaust; airflow 5603 m3/h; Ref. TU2-EF-3. X900 nr 1 1,900.00 380.00 5,320.00 1,140.00 760.00 9,500.00 9,500.00

Inline BI fan complete with associated controls and accessories as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings; include for connection to ductwork, electrical connection to local outlets and associated support works.

C Inline BI fan for exhaust system; airflow 100m3 /h; Ref. TU2-EF-2. X900.24 nr 1 300.00 - 1,300.00 240.00 160.00 2,000.00 2,000.00

D Inline BI fan for exhaust system; airflow5603m3/h; Ref. TU2-EF-3. X900.25 nr 1 1,280.00 - 5,120.00 960.00 640.00 8,000.00 8,000.00




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Exhaust diffuser as specified as shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings; complete with supports and flexible connections; fixing in position including connections to ductwork.

A Exhaust diffuser; 150 x 150 mm. X900.26 nr 2 40.00 - 240.00 42.00 28.00 350.00 700.00

Registers as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-42000-004 and other related drawings; complete with support and flexible connections; fixing in position including connection to ductwork.

B Register for staircase pressurisation system;1000 x 1200 mm. X900.27 nr 3 350.00 - 1,950.00 345.00 230.00 2,875.00 8,625.00




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Louvers complete as specified and shown on drawings; donnecting to ductwork as necessary.

A Extract louver; 200 x 200 mm. X900.28 nr 1 50.00 - 290.00 51.00 34.00 425.00 425.00

B Louver for pressure relief damper; 600 x 600mm. X900.29 nr 1 80.00 - 640.00 108.00 72.00 900.00 900.00

C Extract louver; 1000 x 1000 mm. X900.30 nr 1 830.00 - 3,370.00 630.00 420.00 5,250.00 5,250.00

D Intake louver; 1000 x 1000 mm. X900.31 nr 1 960.00 - 3,840.00 720.00 480.00 6,000.00 6,000.00

E Exhaust louver for generator; 3000 x 2150 mm. X900.32 nr 1 1,800.00 - 10,680.00 1,872.00 1,248.00 15,600.00 15,600.00

F Intake louver for generator; 3000 x 2510 mm. X900.33 nr 1 2,000.00 - 12,820.00 2,223.00 1,482.00 18,525.00 18,525.00

Pressure relief dampers complete as specified; fixing in openings.

G Pressure relief damper; 600 x 600 mm openingsize. X900.34 nr 1 120.00 - 2,200.00 348.00 232.00 2,900.00 2,900.00




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ELECTRICAL WORK.

XLPE/SWA/PVC cables + ECC cables as specified; laid on cable trays.

A 2C x 4 mm2 XLPE cable + 1C x 4 mm2 ECC. X900.35 m 195 4.00 - 13.60 2.64 1.76 22.00 4,290.00

B 4C x 6 mm2 XLPE cable + 1C x 6 mm2 ECC. X900.36 m 251 6.00 - 18.00 3.60 2.40 30.00 7,530.00

C 4C x 10 mm2 XLPE cable + 1C x 4 mm2 ECC. X900.37 m 16 6.00 - 26.00 4.80 3.20 40.00 640.00

D 4C x 16 mm2 XLPE cable + 1C x 4 mm2 ECC. X900.38 m 76 12.00 - 56.00 10.20 6.80 85.00 6,460.00

E 4C x 16 mm2 XLPE cable + 1C x 16 mm2 ECC. X900.39 m 1,788 15.00 - 61.00 11.40 7.60 95.00 169,860.00

F 4C x 35 mm2 XLPE cable + 1C x 16 mm2 ECC. X900.40 m 271 20.00 - 100.00 18.00 12.00 150.00 40,650.00

G 4C x 150 mm2 XLPE cable + 1C x 70 mm2 ECC.X900.41 m 90 52.00 - 276.00 49.20 32.80 410.00 36,900.00

H 4C x 240 mm2 XLPE cable + 1C x 120 mm2

ECC. X900.42 m 1,532 80.00 - 460.00 81.00 54.00 675.00 1,034,100.00

J 3 x 4C x 240 mm2 XLPE cable + 1C x 120 mm2

ECC. X900.43 m 75 200.00 - 1,280.00 222.00 148.00 1,850.00 138,750.00




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ELECTRICAL WORK (CONT'D).

Cable trays as specified and shown on drawing EXW-P009-001-MC-CDM-DG-24000-035 and other related drawings: include for support fixing and associated works.

A Cable tray 600 mm wide. X900.44 m 123 60.00 - 300.00 54.00 36.00 450.00 55,350.00

B Cable tray 900 mm wide. X900.45 m 58 60.00 - 420.00 72.00 48.00 600.00 34,800.00

Switches as specified and shown on drawing EXW-P009-001-MC-CDM-DG-24000-037 and other related drawings.

C One way lighting switch 15A (Emergency Exit and M&E Building). X900.46 nr 2 130.00 - 390.00 78.00 52.00 650.00 1,300.00

D Two way lighting switch 15A (Emergency Exit and M&E Building). X900.47 nr 1 150.00 - 450.00 90.00 60.00 750.00 750.00

E One way lighting switch, 15A (drainage tank and Pump Room). X900.48 nr 2 130.00 - 390.00 78.00 52.00 650.00 1,300.00

F Two way lighting switch, 15A (drainage tank and Pump Room). X900.49 nr 1 150.00 - 450.00 90.00 60.00 750.00 750.00




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Isolators for Jet fans as specified and shown on drawing EXW-P009-001-MC-CDM-DG-24000-032 and other related drawings.

A 63 A TP Isolator (tunnel). X900.50 nr 14 320.00 - 960.00 192.00 128.00 1,600.00 22,400.00

Luminaires as specified and shown on drawings EXW-P009-001-MC-CDM-DG-24000-037 and other related drawings.

B Gotthard 7824 B HST, 1 x 250W. X900.51 nr 351 510.00 - 2,130.00 396.00 264.00 3,300.00 1,158,300.00

C Gotthard 7824 B HST, 2 x 250W. X900.52 nr 230 610.00 - 2,430.00 456.00 304.00 3,800.00 874,000.00

D Gotthard 7824 B HST, 2 x 400W. X900.53 nr 87 630.00 - 2,730.00 504.00 336.00 4,200.00 365,400.00

E Emergency Luminaire (night light) Gotthard-2 GT LED 4B, 45W. X900.54 nr 118 510.00 - 1,830.00 351.00 234.00 2,925.00 345,150.00

Luminaires as specified and shown on drawing EXW-P009-001-MC-CDM-DG-24000-037 and other related drawings; including wiring.

F Surface mounted fluorescent luminaries, 2 x 58W with emergency lighting pack; Ref. A/E. X900.55 nr 42 440.00 - 1,320.00 264.00 176.00 2,200.00 92,400.00

G Wall mounted fluorescent luminaries, 2 x 58W with emergency lighting pack;Ref. B/E. X900.56 nr 12 440.00 - 1,320.00 264.00 176.00 2,200.00 26,400.00

H Surface mounted fluorescent luminaires, 2 x 58W with emergency lighting pack; Ref. B/E.

X900.57 nr 13 440.00 - 1,320.00 264.00 176.00 2,200.00 28,600.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




Distribution boards as specified and shown on drawings.

A 12 way distribution board with 80A TP MCCB fortunnel lighting; Ref: TU2-FDB-X. X900.58 nr 14 680.00 - 6,120.00 1,020.00 680.00 8,500.00 119,000.00

B 12 way distribution board with 63A TP MCCB fortunnel emergency lighting;Ref: TU2-DB-UPS-X. X900.59 nr 14 680.00 - 6,120.00 1,020.00 680.00 8,500.00 119,000.00

Main LV fuse board as shown on the drawing.

C 6 way main LV fuse board; Ref TU2-MDB-A. X900.60 nr 1 10,400.00 - 197,600.00 31,200.00 20,800.00 260,000.00 260,000.00

D 6 way main LV fuse board; Ref TU2-MDB-B. X900.61 nr 1 10,400.00 - 197,600.00 31,200.00 20,800.00 260,000.00 260,000.00

E 6 way main LV fuse board; Ref TU2-MDB-GEN. X900.62 nr 1 10,400.00 - 197,600.00 31,200.00 20,800.00 260,000.00 260,000.00

Sub main distribution board as specified and shown on drawings.

F 4 way sub main distribution board with 250A TP MCCB; Ref. TU2-SMDB-A2. X900.63 nr 1 1,760.00 - 15,840.00 2,640.00 1,760.00 22,000.00 22,000.00

G 4 way sub main distribution board with 250A TP MCCB; Ref. TU2-SMDB-B2. X900.64 nr 1 1,760.00 - 15,840.00 2,640.00 1,760.00 22,000.00 22,000.00

H 8 way sub main distribution board with 800Amp MCCB; Ref. TU2-SMDB-A1. X900.65 nr 1 1,870.00 - 20,130.00 3,300.00 2,200.00 27,500.00 27,500.00

J 8 way sub main distribution board with 800A TP MCCB; Ref. TU2-SMDB-B1. X900.66 nr 1 1,870.00 - 20,130.00 3,300.00 2,200.00 27,500.00 27,500.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




Sub main distribution board as specified and shown on drawings (Cont'd).

A 8 way distribution board with 63Amp TP MCCB; Ref. TU2-UPS-DBA. X900.67 nr 1 580.00 - 5,220.00 870.00 580.00 7,250.00 7,250.00

B 8 way distribution board with 63Amp TP MCCB; Ref. TU2-UPS-DBB. X900.68 nr 1 580.00 - 5,220.00 870.00 580.00 7,250.00 7,250.00

C 13 way distribution board for lighting and small power. X900.69 nr 1 680.00 - 6,120.00 1,020.00 680.00 8,500.00 8,500.00

D Control panel; Ref. TU2-MC-8. X900.70 nr 1 2,400.00 - 28,000.00 4,560.00 3,040.00 38,000.00 38,000.00

E Control panel for tunnel ventilation and lighting;Ref: TU2-MC-X. X900.71 nr 7 2,300.00 - 23,300.00 3,840.00 2,560.00 32,000.00 224,000.00

Uninterrupted power supply as specified and shown on drawing.

F Uninterrupted power supply;Ref. TU2-UPS-A.X900.72 nr 1 4,800.00 - 91,200.00 14,400.00 9,600.00 120,000.00 120,000.00

.G Uninterrupted power supply; Ref. TU2-UPS-B.

X900.73 nr 1 4,800.00 - 91,200.00 14,400.00 9,600.00 120,000.00 120,000.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




Earthing/grounding system as specified and shown on drawing EXW-P009-0001-MC-CDM-DG-24000-040.

A 120 mm2 bare copper conductor. X900.74 m 120 10.00 - 30.00 6.00 4.00 50.00 6,000.00

B Main earth pit. X900.75 nr 1 800.00 - 2,400.00 480.00 320.00 4,000.00 4,000.00

C Earth rod. X900.76 nr 16 640.00 - 1,920.00 384.00 256.00 3,200.00 51,200.00

D Earth bar. X900.77 nr 1 360.00 - 2,040.00 360.00 240.00 3,000.00 3,000.00

Testing and Commissioning.

E Allow for testing and commissioning of allelectrical installations. X900.78 Sum 1

F Allow for testing and commissioning of allmechanical installations. X900.79 Sum 1 320,000.00 60,000.00 200,000.00 87,000.00 58,000.00 725,000.00 725,000.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)




SCADA System.

A Allow for SCADA system as specified and shownon drawings including panels and all associatedequipments, accessories and control wiring asnecessary. X900.80 Sum 1 25,000.00 20,000.00 155,000.00 30,000.00 20,000.00 250,000.00 250,000.00

PLC System

B Allow for PLC system for attenuation tanks asspecified and shown on drawings includingpanels and all associated equipments,accessories and control wiring as necessary.

X900.81 Sum 1 25,000.00 20,000.00 155,000.00 30,000.00 20,000.00 250,000.00 250,000.00




20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)

Collection

G 20.3/1 13,539,132.00

G 20.3/2 3,754,773.00

G 20.3/3 38,393,535.00

G 20.3/4 4,756,780.00

G 20.3/5 1,874,905.00

G 20.3/6 870,365.00

G 20.3/7 933,616.00

G 20.3/8 858,795.00

G 20.3/9 2,135,845.00

G 20.3/10 2,367,330.00

G 20.3/11 85,783,500.00

G 20.3/12 5,975,000.00

G 20.3/13 1,121,320.00

G 20.3/14 2,103,331.00

G 20.3/15 765,300.00

G 20.3/16 168,100.00

G 20.3/17 1,213,916.00

G 20.3/18 2,800,425.00

G 20.3/19 1,552,900.00

G 20.3/20 172,875.00

171,141,743.00 C/F



20.3 TUNNEL (TU-2)



3 Ref. UNITQTY

RATE (QAR)

B/F 171,141,743.00 Collection (Cont'd)

G 20.3/21 60,710.00

G 20.3/22 48,600.00

G 20.3/23 9,995.00

G 20.3/24 4,150,000.00

G 20.3/25 453,000.00

G 20.3/26 130,955.00

G 20.3/27 48,000.00

G 20.3/28 47,500.00

G 20.3/29 9,325.00

G 20.3/30 49,600.00

G 20.3/31 1,439,180.00

G 20.3/32 94,250.00

G 20.3/33 2,912,650.00

G 20.3/34 1,117,000.00

G 20.3/35 525,000.00

G 20.3/36 789,200.00

G 20.3/37 500,000.00

183,526,708.00 TOTAL FOR BILL NO. 20.3 - TUNNEL (TU-2) QAR.

BILL NO. 20

STRUCTURES AND BRIDGES20.4 FLYOVER 1 (BR-1)



20.4 - FLYOVER-1 (BR-1)




20.4 - FLYOVER-1 (BR-1).



A Geophysical survey to locate possible cavitiesbeneath the abutments and piers. B900.1 Sum 1 25,000.00 18,000.00 2,000.00 6,750.00 4,500.00 56,250.00 56,250.00

B Grouting and backfilling of cavities encounteredin the above item as directed by the Engineer. B900.2 Sum 1 22,000.00 43,000.00 79,000.00 21,600.00 14,400.00 180,000.00 180,000.00

C Veryfying / testing the soil bearing capacity ofbridges and flyovers as described on drawingEXW-P009-0001-SE-CDM-DG-10000-002.

B900.3 Sum 1 3,000.00 2,000.00 15,000.00 3,000.00 2,000.00 25,000.00 25,000.00



Excavation.

E Excavation for foundations; material other thantop soil, rock or artificial hard material; maximumdepth exceeding 15 m. E328 m3 9,727 8.30 49.30 - 8.64 5.76 72.00 700,344.00

Excavation Ancillaries.

F Preparation of excavated surface to receivepermanent works. E522 m2 447 0.60 3.20 0.20 0.60 0.40 5.00 2,235.00

G Disposal of surplus excavated materialsincluding loading/unloading, site handling andtransportation to approved designated site. E532 m3 2,085 1.80 10.20 - 1.80 1.20 15.00 31,275.00

1,275,104.00






20.4 - FLYOVER-1 (BR-1)




20.4 - FLYOVER-1 (BR-1) (CONT'D).


Filling.

A Filling to structure using suitable excavated E614 m3 7,643 2.80 15.40 1.00 2.88 1.92 24.00 183,432.00

B Filling to structure behind abutments usingpervious structural backfill material. E619 m3 111 4.00 15.40 59.00 11.76 7.84 98.00 10,878.00


C Geotextile sheet protection for perviousstructural backfill. E730 m2 254 2.00 - 4.40 0.96 0.64 8.00 2,032.00


Provision of concrete; designed mix in accordance with the Drawings and Specifications.

D Class 20/20, with ordinary portland cement. F243 m3 105 - - 320.00 48.00 32.00 400.00 42,000.00

E Class 30/20, with sulphate resistant cement. F267 m3 71 - - 340.00 51.00 34.00 425.00 30,175.00

F Class 40/20, ordinary portland cement with 65%GGBS (ground granulated blast furnace slag).

F287 m3 2,050 - - 440.00 66.00 44.00 550.00 1,127,500.00

GClass 50/20, ordinary portland cement with 65% GGBS (ground granulated blast furnace slag). F297 m3 3,424 - - 460.00 69.00 46.00 575.00 1,968,800.00




20.4 - FLYOVER-1 (BR-1)






Placing of Concrete: Mass.

A Blinding Concrete; thickness: not exceeding 150 mm (Class 30/20 - SRC). F511 m3 71 42.00 30.00 8.00 12.00 8.00 100.00 7,100.00

B Pedestals on footings (Class 20/20 - OPC). F523 m3 105 48.00 36.00 8.00 13.80 9.20 115.00 12,075.00

Placing of Concrete: Reinforced.

C Approach Slab thickness: 300 - 500 mm (Class 40/20 OPC + 65% GGBS). F623 m3

98 54.00 32.00 10.00 14.40 9.60 120.00 11,760.00

D Footings thickness exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F624.1 m3

1,080 54.00 32.00 10.00 14.40 9.60 120.00 129,600.00

E Pile cap thickness: exceeding 500 mm (Class 40/20 OPC + 65% GGBS). F624.2 m3

162 54.00 32.00 10.00 14.40 9.60 120.00 19,440.00

F Abutment cheek wall thickness: 150-300 mm (Class 40/20 OPC + 65% GGBS). F642 m3

10 62.00 32.00 10.00 15.60 10.40 130.00 1,300.00

G Abutment walls thickness 150 - 300 mm (Class 40/20 OPC + 65% GGBS). F642 m3 25 62.00 32.00 10.00 15.60 10.40 130.00 3,250.00

H Ditto; thickness exceeding 300 - 500 mm (Class 40/20 OPC + 65% GGBS). F643 m3

23 58.00 32.00 10.00 15.00 10.00 125.00 2,875.00

J Piers cross sectional area: exceeding 1 m² (Class 40/20 OPC + 65% GGBS). F655 m3

652 66.00 32.00 10.00 16.20 10.80 135.00 88,020.00

Placing of Concrete: Prestressed - Post Tensioned.

K Post tensioned cast in situ bridge Box grider; (Class 50/20 OPC + 65% GGBS). F73* m3 3,424 78.00 38.00 12.00 19.20 12.80 160.00 547,840.00




20.4 - FLYOVER-1 (BR-1)






Formwork: Class F2.

A Plane horizontal edges of opening to box girder;width: 0.4 - 1.22 m. G314 m2 22 40.00 6.60 59.00 15.84 10.56 132.00 2,904.00

B Plane horizontal internal soffit of box girder,width: exceeding 1.22 m. G315.1 m2 1,868 48.00 6.60 71.00 18.84 12.56 157.00 293,276.00

C Plane horizontal upper surfaces to bottom of boxgirder, width: exceeding 1.22 m. G315.2 m2 1,362 48.00 6.60 71.00 18.84 12.56 157.00 213,834.00

D Plane sloping internal sides of box girder, width:exceeding 1.22 m. G325 m2 1,675 40.00 6.60 59.00 15.84 10.56 132.00 221,100.00

E Plane vertical sides of approach slabs, width:0.4 - 1.2 m. G344.1 m2

28 40.00 6.60 59.00 15.84 10.56 132.00 3,696.00

F Plane vertical sides of abutment walls, width: 0.4- 1.22 m. G344.2 m2 90 40.00 6.60 59.00 15.84 10.56 132.00 11,880.00

G Plane vertical sides of pedestal, width: 0.4 - 1.22 G344.3 m2 43 40.00 6.60 59.00 15.84 10.56 132.00 5,676.00

H Plane vertical edges of openings to box girder,width: 0.4 - 1.22 m. G344.4 m2 22 40.00 6.60 59.00 15.84 10.56 132.00 2,904.00

J Plane vertical internal sides of box girder, width:exceeding 1.22 m. G345.1 m2 2,115 36.00 6.00 54.00 14.40 9.60 120.00 253,800.00

K Plane vertical sides of footings, width: exceeding1.22 m. G345.2 m2 360 36.00 6.00 54.00 14.40 9.60 120.00 43,200.00




20.4 - FLYOVER-1 (BR-1)







A Plane vertical sides of piers, width: exceeding1.22 m. G345.3 m2 27 36.00 6.00 54.00 14.40 9.60 120.00 3,240.00

B Curved sides of piers to one radius in one plane;1100 mm radius; width exceeding 1.22 m. G355.1 m2 310 64.00 8.00 84.00 23.40 15.60 195.00 60,450.00

C Curved sides of piers to one radius in one plane;3100 mm radius, width exceeding 1.22 m. G355.2 m2 156 64.00 8.00 96.00 25.20 16.80 210.00 32,760.00

Formwork: Class F3.

D Plane horizontal soffit of box girder, width:exceeding 1.22 m. G315 m2 1,731 55.00 9.00 84.00 22.20 14.80 185.00 320,235.00

E Plane horizontal edges of box girder, width: 0.2 - 0.4 m. G323 m2 2 60.00 9.00 91.00 24.00 16.00 200.00 400.00

F Plane sloping edges of box girder, width: exceeding 1.22 m. G325.1 m2 1,089 59.00 9.00 84.00 22.80 15.20 190.00 206,910.00

G Plane sloping sides of box girder, width:exceeding 1.22 m. G325.2 m2 1,978 59.00 9.00 84.00 22.80 15.20 190.00 375,820.00

H Plain vertical edges of box girder, width: 0.2 -0.4 m. G343 m2 154 48.00 9.00 71.00 19.20 12.80 160.00 24,640.00

J Plane vertical sides of abutments, back wall,width: 0.4 - 1.22 m. G344.1 m2 91 45.00 7.50 67.50 18.00 12.00 150.00 13,650.00




20.4 - FLYOVER-1 (BR-1)







A Plane vertical sides of bearing plinth, width: 0.4 -1.22 m. G344.2 m2 13 45.00 7.50 67.50 18.00 12.00 150.00 1,950.00

B Plane vertical sides of pile cap, width: 0.4 - 1.22 G344.3 m2 29 45.00 7.50 67.50 18.00 12.00 150.00 4,350.00

C Plain vertical edges of voids, width 0.4 - 1.22 m. G344.4 m2 43 45.00 7.50 67.50 18.00 12.00 150.00 6,450.00

D Plane vertical sides of abutment cheek wall,width exceeding 1.22 m. G345.1 m2 74 42.00 7.50 62.50 16.80 11.20 140.00 10,360.00

E Plane vertical sides of box girder, widthexceeding 1.22 m. G345.2 m2 96 42.00 7.50 62.50 16.80 11.20 140.00 13,440.00

F Plane vertical sides of pile cap, width: exceeding1.22 m. G345.3 m2 124 42.00 7.50 62.50 16.80 11.20 140.00 17,360.00

G Plane vertical sides of pier head, width: exceeding 1.22 m. G345.4 m2 114 42.00 7.50 62.50 16.80 11.20 140.00 15,960.00

H Curved sides of piers to one radius in one place(1100 mm diameter). G355 m2 115 76.00 12.00 104.00 28.80 19.20 240.00 27,600.00

J Other curved soffits of deck slab. G360 m2 189 95.00 15.00 130.00 36.00 24.00 300.00 56,700.00

K Other curved sides to pier head. G365 m2 142 95.00 15.00 130.00 36.00 24.00 300.00 42,600.00




20.4 - FLYOVER-1 (BR-1)






Reinforcement.


A For approach slab. G52*.1 t 19 580.00 120.00 3,700.00 660.00 440.00 5,500.00 104,500.00

B For footing. G52*.2 t 156 580.00 120.00 3,700.00 660.00 440.00 5,500.00 858,000.00

C For pile caps. G52*.3 t 54 580.00 120.00 3,700.00 660.00 440.00 5,500.00 297,000.00

D For abutment cheek wall. G52*.4 t 3 580.00 120.00 3,700.00 660.00 440.00 5,500.00 16,500.00

E For abutment wall. G52*.5 t 16 580.00 120.00 3,700.00 660.00 440.00 5,500.00 88,000.00

F For piers. G52*.6 t 407 580.00 120.00 3,700.00 660.00 440.00 5,500.00 2,238,500.00

G For bridge box girder. G52*.7 t 1,414 580.00 120.00 3,700.00 660.00 440.00 5,500.00 7,777,000.00




20.4 - FLYOVER-1 (BR-1)










A Extra for providing fibre-reinforced-polymer(FRP) composite reinforcing bars or similarmaterial approved by the Engineer for wallsthose penetrate deeper than an elevation of 5.00m. G54* sum 1 IncludedJoints.

B 20 mm expansion joint at approach slabcomplete with neoprine bearing strip, 20 mmthick filler board and polysulphide sealant asshown on drawings EXW-P009-0001-SE-CDM-DG-43000-004 and 90000-005. G641.1 m 24 180.00 120.00 580.00 132.00 88.00 1,100.00 26,400.00

C 25 mm expansion joint at approach slabcomplete as shown on drawing EXW-P009-0001-SE-CDM-DG-43000-004. G641.2 m 24 180.00 120.00 580.00 132.00 88.00 1,100.00 26,400.00




20.4 - FLYOVER-1 (BR-1)






Joints (Cont'd).

A 25 mm diameter stainless steel dowel bars withcompressible cap at 350 mm c/c along approachslab joint, complete as specified and as shownon drawing EXW-P009-0001-SE-CDM-DG-90000-005. G682 No 70 35.00 - 85.00 18.00 12.00 150.00 10,500.00

B Parapet expansion joint complete with steelplate, screws, bolts, nuts, etc. as shown onDrawing EXW-P009-0001-SE-CDM-DG-43000-401. G690.1 No 4 1,120.00 - 2,080.00 480.00 320.00 4,000.00 16,000.00

C Strip Seal expansion joint for bridge deckincluding strip seal gland, claw leg profile etc.complete as shown on Drawing EXW-P009-0001-SE-CDM-DG-90000-008. G690.2 Sum 1 7,200.00 - 21,600.00 4,320.00 2,880.00 36,000.00 36,000.00

D 100 mm wide modular expansion joint for bridgedeck including EPDM seal, lamella beams, jointbeam, joint box, edge profile, sliding bearings,sliding springs, etc. complete as shown onDrawing EXW-P009-0001-SE-CDM-DG-43000-401. G690.3 m 24 420.00 - 780.00 180.00 120.00 1,500.00 36,000.00




20.4 - FLYOVER-1 (BR-1)






In-situ post-tensioned pre-stressing.

Prestressing tendons according to cable profiles including jacking operations, ducts, grouting, protective covering to tendons, anchoring, additional reinforcements, all other components ancillary to prestressing etc. complete as shown on Drawings and Specifications.

A 37 Strands of 150 mm² cross section area; length 70 m. G718.1 nr 6 7,340.00 4,290.00 12,850.00 3,672.00 2,448.00 30,600.00 183,600.00

B 37 Strands of 150 mm² cross section area; length 118 m. G718.2 nr 6 12,350.00 7,200.00 21,650.00 6,180.00 4,120.00 51,500.00 309,000.00

C 37 Strands of 150 mm² cross section area; length 112 m. G718.3 nr 6 11,750.00 6,850.00 20,600.00 5,880.00 3,920.00 49,000.00 294,000.00

D 37 Strands of 150 mm² cross section area; length 87 m. G718.4 nr 6 9,100.00 5,300.00 16,000.00 4,560.00 3,040.00 38,000.00 228,000.00

E 37 Strands of 150 mm² cross section area; length 100 m. G718.5 nr 6 10,500.00 6,100.00 18,280.00 5,232.00 3,488.00 43,600.00 261,600.00

F 37 Strands of 150 mm² cross section area; length 115 m. G718.6 nr 6 12,060.00 7,000.00 21,100.00 6,024.00 4,016.00 50,200.00 301,200.00

G 37 Strands of 150 mm² cross section area; length 45 m. G718.7 nr 6 4,700.00 2,750.00 8,230.00 2,352.00 1,568.00 19,600.00 117,600.00




20.4 - FLYOVER-1 (BR-1)







A Finishing top of approach slab; Class U2 finish.G813.1 m2 186 2.80 0.80 0.40 0.60 0.40 5.00 930.00

B Finishing top of foundations; Class U2 fnish. G813.2 m2 488 2.80 0.80 0.40 0.60 0.40 5.00 2,440.00

C Finishing top of bearing pad base; Class U2finish. G813.3 m2 12 2.80 0.80 0.40 0.60 0.40 5.00 60.00

D Finishing top of deck slab; Class U4 finish. G813.4 m2 3,677 20.00 5.00 27.00 7.80 5.20 65.00 239,005.00

E Two coats of crack bridging pigmentedelastomeric aliphatic acrylic coating system withvery long term UV resistance to a dry filmthickness of 300 microns (minimum) as specifiedto reinforced concrete members; Ref. CoatingSystem A. G823.1 m2 694 7.00 4.00 14.60 3.84 2.56 32.00 22,208.00

F Two coats of pigmented aliphatic polymer basedcoating system with very long term UVresistance to a dry film thickness of 150 microns(minimum) as specified to prestressed concretemembers; Ref. Coating System B.

G823.2 m2 11,707 6.00 4.00 12.40 3.36 2.24 28.00 327,796.00

G Penetrating low viscosity silane siloxaneprotective coating to surface of concrete barrierson bridge deck; Ref. Coating System D. G823.3 m2 4,080 12.00 4.00 24.00 6.00 4.00 50.00 204,000.00




20.4 - FLYOVER-1 (BR-1)







A 1070 mm high crash barrier on bridge deckincluding joints, transistion, aesthetics,architectural designs etc. complete as detailedon Drawings & Specifications. H900 m 1,480 176.00 44.00 660.00 132.00 88.00 1,100.00 1,628,000.00

CLASS I - PIPEWORKS - PIPES.

B 50 mm diameter PVC pipe (vertical andhorizontal) at abutment including fittings asshown on Drawing EXW-P009-0001-SE-CDM-DG-43000-404. I511.1 m 707 22.00 - 50.00 10.80 7.20 90.00 63,630.00

C Allow for drainage pipe at low point of the girderincluding fittings as shown on Drawing EXW-P009-0001-SE-CDM-DG-43000-404. I511.2 Sum 1 240.00 - 720.00 144.00 96.00 1,200.00 1,200.00


Handrails.

D Aluminium handrail on bridge parapets; 100 mm diameter. N140 m 1,480 96.00 - 384.00 72.00 48.00 600.00 888,000.00

Dust Covers.

ERemovable bearing dust cover; 350 mm high. N230 m 51 80.00 - 240.00 48.00 32.00 400.00 20,400.00




20.4 - FLYOVER-1 (BR-1)





CLASS N: MISCELLANEOUS METALWORK (CONT'D).

Bridge Bearings.

Bearings including cover plate, adaptor plate, shear connector, mortar bedding, etc. complete as shown on Drawings and Specifications.

A Pot bearing; Type - S1. N268.1 nr 1 2,280.00 1,330.00 3,990.00 1,140.00 760.00 9,500.00 9,500.00

B Ditto; Type - S2. N268.2 nr 1 5,160.00 3,010.00 9,030.00 2,580.00 1,720.00 21,500.00 21,500.00

C Ditto; Type - S3. N268.3 nr 1 5,160.00 3,010.00 9,030.00 2,580.00 1,720.00 21,500.00 21,500.00

D Ditto; Type - S4. N268.4 nr 1 5,160.00 3,010.00 9,030.00 2,580.00 1,720.00 21,500.00 21,500.00

E Ditto; Type - G1. N268.5 nr 1 3,360.00 1,960.00 5,880.00 1,680.00 1,120.00 14,000.00 14,000.00

F Ditto; Type - G2. N268.6 nr 1 9,600.00 5,600.00 16,800.00 4,800.00 3,200.00 40,000.00 40,000.00

G Ditto; Type - G3. N268.7 nr 1 9,600.00 5,600.00 16,800.00 4,800.00 3,200.00 40,000.00 40,000.00

H Ditto; Type - G4. N268.8 nr 1 9,600.00 5,600.00 16,800.00 4,800.00 3,200.00 40,000.00 40,000.00




20.4 - FLYOVER-1 (BR-1)





CLASS P: PILES.

Bored cast-in-place concrete piles.

Bored cast in place piles; concrete Grade C50/20 mm aggregate, 1000 mm diameter pile.

A Piles, 1000 mm diameter. P151 nr 8 3,750.00 10,500.00 15,750.00 4,500.00 3,000.00 37,500.00 300,000.00

B Concerened length. P152 m 115 250.00 700.00 1,050.00 300.00 200.00 2,500.00 287,500.00

C Depth bored, maximum depth 13m. P153 m 104 375.00 1,050.00 1,575.00 450.00 300.00 3,750.00 390,000.00

CLASS Q: PILING ANCILLARIES.

Cast in place concrete piles.

D Pre-boring; diameter 900 mm or 1050 mm. Q115 nr 8 1,250.00 3,500.00 5,250.00 1,500.00 1,000.00 12,500.00 100,000.00

Preparing heads of piles.

E Diameter 900 or 1050 mm pile. Q185 nr 8 625.00 1,750.00 2,625.00 750.00 500.00 6,250.00 50,000.00

Reinforcement in deformed high yield steel bars as specified.

FStraight bars, nominal size not exceeding 25 mm. Q210.1 t 1 580.00 120.00 3,700.00 660.00 440.00 5,500.00 5,500.00

G Straight bars, nominal size exceeding 25 mm. Q210.2 t 22 580.00 120.00 3,700.00 660.00 440.00 5,500.00 121,000.00

Pile tests:

H Allow for pile testing as necessary. Q800 Sum 1 5,000.00 42,000.00 73,000.00 18,000.00 12,000.00 150,000.00 150,000.00




20.4 - FLYOVER-1 (BR-1)






Flexible surfacing; Bridge Deck wearing surface.

A Bituminous asphalt concrete wearing course 70mm thick. R323 m2 3,372 2.64 10.56 39.60 7.92 5.28 66.00 222,552.00

B Bituminous spray tack coat. R359 m2 3,372 0.12 0.24 2.04 0.36 0.24 3.00 10,116.00


Waterproofing system to all concrete in contact with the soil as detailed on Drawings and

C Waterproof sheeting; upper surfaces inclined atan angle not exceeding 30° to the horizontal tofootings. W131.1 m2 853 8.80 - 39.20 7.20 4.80 60.00 51,180.00

D Ditto to pile caps/abutment. W131.2 m2 75 8.80 - 39.20 7.20 4.80 60.00 4,500.00

E Ditto to approach slab. W131.3 m2 186 8.80 - 39.20 7.20 4.80 60.00 11,160.00

F Waterproof sheeting; surfaces inclined at anangle exceeding 60° to horizontal; to footings. W133.1 m2 360 8.80 - 39.20 7.20 4.80 60.00 21,600.00

G Ditto to pile caps/abutment. W133.2 m2 119 8.80 - 39.20 7.20 4.80 60.00 7,140.00

H Ditto to approach slab. W133.3 m2 20 8.80 - 39.20 7.20 4.80 60.00 1,200.00

J Ditto to piers. W133.4 m2 14 8.80 - 39.20 7.20 4.80 60.00 840.00

K Ditto to curved surfaces of piers. W134 m2 482 8.80 - 39.20 7.20 4.80 60.00 28,920.00




20.4 - FLYOVER-1 (BR-1)







A 20 mm Red sand asphalt protection layer towaterproofed top surface of bridge deck inclinedat an angle not exceeding 30° to thehorizontalas shown on drawing EXW-P009-0001-SE-CDM-DG-90000-008. W411 m2 3,372 4.40 13.20 70.40 13.20 8.80 110.00 370,920.00

B 6 mm thick (min) hardboard protection flexiblesheathing for upper surfaces inclined at an angleexceeding 60° to the horizontal, to footings. W423.1 m2 360 2.40 - 13.60 2.40 1.60 20.00 7,200.00

C Ditto to pile cap / abutment. W423.2 m2 119 2.40 - 13.60 2.40 1.60 20.00 2,380.00

D Ditto to approach slab. W423.3 m2 20 2.40 - 13.60 2.40 1.60 20.00 400.00

E Ditto to Piers. W423.4 m2 14 2.40 - 13.60 2.40 1.60 20.00 280.00

F Ditto to curved surfaces of Piers. W424 m2 482 2.80 - 16.40 2.88 1.92 24.00 11,568.00

G 50 mm thick cement and sand protection screedto upper surfaces inclined at an angle notexceeding 30° to the horizontal to footings. W441.1 m2 853 4.00 0.70 14.50 2.88 1.92 24.00 20,472.00

H Ditto to pile caps. W441.2 m2 75 4.00 0.70 14.50 2.88 1.92 24.00 1,800.00

J Ditto to approach slab. W441.3 m2 186 4.00 0.70 14.50 2.88 1.92 24.00 4,464.00




20.4 - FLYOVER-1 (BR-1)







A To top surface of bridge deck and approachslab. W500 m2 3,372 5.30 - 12.30 2.64 1.76 22.00 74,184.00

CLASS X: MISCELLANEOUS WORKS.

B GRP lockable access panel 1000 x 800 mm.X900 nr 4 300.00 - 1,364.00 249.60 166.40 2,080.00 8,320.00




20.4 - FLYOVER-1 (BR-1)




Collection

G 20.4/1 1,275,104.00

G 20.4/2 3,364,817.00

G 20.4/3 823,260.00

G 20.4/4 1,052,270.00

G 20.4/5 1,038,105.00

G 20.4/6 196,770.00

G 20.4/7 11,379,500.00

G 20.4/8 52,800.00

G 20.4/9 98,500.00

G 20.4/10 1,695,000.00

G 20.4/11 796,439.00

G 20.4/12 2,601,230.00

G 20.4/13 208,000.00

G 20.4/14 1,404,000.00

G 20.4/15 359,208.00

G 20.4/16 419,484.00

G 20.4/17 82,504.00

26,846,991.00 TOTAL FOR 20.4 - FLYOVER-1 (BR-1) QAR.

BILL NO. 20

STRUCTURES AND BRIDGES20.5 FLYOVER 2 (BR-2)



20.5 - FLYOVER-2 (BR-2)




20.5 - FLYOVER-2 (BR-2).


Probing the cavities and bearing capacity for foundations.

A Geophysical survey to locate possible cavitiesbeneath the abutments and piers. B900.1 Sum 1 25,000.00 18,000.00 2,000.00 6,750.00 4,500.00 56,250.00 56,250.00

B Grouting and backfilling of Cavities encounteredin the above item as directed by the Engineer. B900.2 Sum 1 22,000.00 43,000.00 79,000.00 21,600.00 14,400.00 180,000.00 180,000.00

C Veryfying / testing the soil bearing capacity ofbridges and flyovers as described on drawingEXW-P009-0001-SE-CDM-DG-10000-002. B900.3 Sum 1 3,000.00 2,000.00 15,000.00 3,000.00 2,000.00 25,000.00 25,000.00



Excavation.

E Excavation for foundations; material other thantop soil, rock or artificial hard material; maximumdepth: 2.0 - 5.0 m. E325 m3 616 3.80 21.80 - 3.84 2.56 32.00 19,712.00

F Ditto; maximum depth: exceeding 15 m. E328 m3 5,873 8.30 49.30 - 8.64 5.76 72.00 422,856.00

983,818.00






20.5 - FLYOVER-2 (BR-2)




RATE (QAR)



Excavation Ancillaries.

A Preparation of excavated surface to receivepermanent works. E522 m2 595 0.60 3.20 0.20 0.60 0.40 5.00 2,975.00

B Disposal of surplus excavated materialsincluding loading/unloading, site handling andtransportation to approved designated site. E532 m3 1,390 1.80 10.20 - 1.80 1.20 15.00 20,850.00

Filling.


E614 m3

5,100 2.80 15.40 1.00 2.88 1.92 24.00 122,400.00

D Filling to structure behind abutments usingpervious structural backfill material. E619 m3 111 4.00 15.40 59.00 11.76 7.84 98.00 10,878.00


E Geotextile sheet protection for perviousstructural backfill. E730 m2 234 2.00 - 4.40 0.96 0.64 8.00 1,872.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)



Provision of concrete; designed mix in accordance with the drawings and specifications.

A Class 20/20, with Ordinary Portland Cement. F243 m3 70 - - 320.00 48.00 32.00 400.00 28,000.00

B Class 30/20, with Sulphate Resistant Cement. F267 m3 71 - - 340.00 51.00 34.00 425.00 30,175.00

C Class 40/20, Ordinary Portland Cement with 65% GGBS (ground granulated blast furnace slag). F287 m3 1,812 - - 440.00 66.00 44.00 550.00 996,600.00

D Class 50/20, Ordinary Portland Cement with 65% GGBS (ground granulated blast furnace slag). F297 m3 3,422 - - 460.00 69.00 46.00 575.00 1,967,650.00 Placing of Concrete: Mass.

E Blinding Concrete; thickness: not exceeding 150mm (Class 30/20-SRC). F511 m3 71 42.00 30.00 8.00 12.00 8.00 100.00 7,100.00

F Pedestals on footings (Class 20/20-OPC). F523 m3 70 48.00 36.00 8.00 13.80 9.20 115.00 8,050.00

Placing of Concrete: Reinforced.

G Approach Slab (Class 40/20 + with 65% GGBS). F623 m3 98 54.00 32.00 10.00 14.40 9.60 120.00 11,760.00

H Footings (Class 40/20 + with 65% GGBS). F624.1 m3 1,080 54.00 32.00 10.00 14.40 9.60 120.00 129,600.00

J Pile cap (Class 40/20 + with 65% GGBS). F624.2 m3 162 54.00 32.00 10.00 14.40 9.60 120.00 19,440.00

K Abutment cheek wall (Class 40/20 + with 65%GGBS). F642.1 m3

10 62.00 32.00 10.00 15.60 10.40 130.00 1,300.00

L Abutment walls thickness 150 - 300 mm (Class40/20 with 65% GGBS). F642.2 m3 25 62.00 32.00 10.00 15.60 10.40 130.00 3,250.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)



Placing of Concrete: Reinforced (Cont'd).

A Abutment walls; thickness 300 - 500 mm (Class40/20 + with 65% GGBS). F643 m3 23 58.00 32.00 10.00 15.00 10.00 125.00 2,875.00

B Piers (Class 40/20 + with 65% GGBS). F655 m3 409 66.00 32.00 10.00 16.20 10.80 135.00 55,215.00

Placing of Concrete: Prestressed - Post Tensioned.

C Post tensioned cast in situ bridge box girder;(Class 50/20 + with 65% GGBS). F73* m3 3,422 78.00 38.00 12.00 19.20 12.80 160.00 547,520.00


Formwork: Class F2.

D Plane horizontal edges of openings to box girder;width: 0.4 - 1.22 m. G314 m2 22 40.00 6.60 59.00 15.84 10.56 132.00 2,904.00

E Plane horizontal internal soffit of box girder,width: exceeding 1.22 m. G315.1 m2 1,868 48.00 6.60 71.00 18.84 12.56 157.00 293,276.00

F Plane horizontal upper surfaces of box girder,width: exceeding 1.22 m. G315.2 m2 1,362 48.00 6.60 71.00 18.84 12.56 157.00 213,834.00

G Plane sloping internal sides of box girder, widthexceeding 1.22 m. G325 m2 1,675 40.00 6.60 59.00 15.84 10.56 132.00 221,100.00

H Plane vertical sides of approach slabs, width: 0.4- 1.2 m. G344.1 m2 28 40.00 6.60 59.00 15.84 10.56 132.00 3,696.00

J Plane vertical sides of abutment walls, width: 0.4- 1.22 m. G344.2 m2 90 40.00 6.60 59.00 15.84 10.56 132.00 11,880.00

K Plane vertical sides of pedestals, width: 0.4 -1.22 m. G344.3 m2 24 40.00 6.60 59.00 15.84 10.56 132.00 3,168.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)




A Plane vertical edges of openings to box girder;width: 0.4 - 1.22 m. G344.4 m2 22 40.00 6.60 59.00 15.84 10.56 132.00 2,904.00

B Plane vertical internal sides of box girder, width:exceeding 1.22 m. G345.1 m2 2,115 36.00 6.00 54.00 14.40 9.60 120.00 253,800.00

C Plane vertical sides of footings, width exceeding1.22 m. G345.2 m2 360 36.00 6.00 54.00 14.40 9.60 120.00 43,200.00

D Plane vertical sides of piers, width exceeding1.22 m. G345.3 m2 27 36.00 6.00 54.00 14.40 9.60 120.00 3,240.00

E Curved sides of piers to one radius in one plane;1100 mm radius; width exceeding 1.22 m. G355.1 m2 284 64.00 8.00 84.00 23.40 15.60 195.00 55,380.00

F Curved sides of piers to one radius in one plane;3100 mm radius; width exceeding 1.22 m. G355.2 m2 49 64.00 8.00 96.00 25.20 16.80 210.00 10,290.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)



Formwork: Class F3.

A Plane horizontal soffit of box girder, widthexceeding 1.22 m. G315 m2 1,731 55.00 9.00 84.00 22.20 14.80 185.00 320,235.00

B Plane horizontal edges of box girder, width: 0.2 - 0.4 m. G323 m 2 60.00 9.00 91.00 24.00 16.00 200.00 400.00

C Plane sloping edges of box grider, exceeding 1.22 m. G325.1 m2 1,089 59.00 9.00 84.00 22.80 15.20 190.00 206,910.00

D Plane sloping sides of box girder, width:exceeding 1.22 m. G325.2 m2 1,978 59.00 9.00 84.00 22.80 15.20 190.00 375,820.00

E Plain vertical edges of box girder, width 0.2 - 0.4m. G343 m2 154 48.00 9.00 71.00 19.20 12.80 160.00 24,640.00

F Plane vertical sides of abutments, back wall,width 0.4 - 1.22 m. G344.1 m2 91 45.00 7.50 67.50 18.00 12.00 150.00 13,650.00

G Plane vertical sides of bearing plinth, width 0.4 -1.22 m. G344.2 m2 13 45.00 7.50 67.50 18.00 12.00 150.00 1,950.00

H Plane vertical sides of pile cap, width: 0.4 - 1.22 m. G344.3 m2 29 45.00 7.50 67.50 18.00 12.00 150.00 4,350.00

J Plain vertical edges of voids, width: 0.4 - 1.22 m.G344.4 m2 43 45.00 7.50 67.50 18.00 12.00 150.00 6,450.00

K Plane vertical sides of abutment cheek wall,width exceeding 1.22 m. G345.1 m2 74 42.00 7.50 62.50 16.80 11.20 140.00 10,360.00

L Plane vertical sides of box girder, widthexceeding 1.22 m. G345.2 m2 96 42.00 7.50 62.50 16.80 11.20 140.00 13,440.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)




A Plane vertical sides of pile cap, width: exceeding1.22 m. G345.3 m2 124 42.00 7.50 62.50 16.80 11.20 140.00 17,360.00

B Plane vertical sides of pier head, width: exceeding 1.22 m. G345.4 m2 114 42.00 7.50 62.50 16.80 11.20 140.00 15,960.00

C Curved sides of piers to one radius in one plane;1100 mm diameter. G355 m2 115 76.00 12.00 104.00 28.80 19.20 240.00 27,600.00

D Other curved soffit of deck slab. G360 m2 189 95.00 15.00 130.00 36.00 24.00 300.00 56,700.00

E Other curved sides to pier head. G365 m2 142 95.00 15.00 130.00 36.00 24.00 300.00 42,600.00

Reinforcement.


F For approach slab. G52*.1 t 19 580.00 120.00 3,700.00 660.00 440.00 5,500.00 104,500.00

G For footings. G52*.2 t 156 580.00 120.00 3,700.00 660.00 440.00 5,500.00 858,000.00

H For pile cap. G52*.3 t 54 580.00 120.00 3,700.00 660.00 440.00 5,500.00 297,000.00

J For aburtment cheek wall. G52*.4 t 3 580.00 120.00 3,700.00 660.00 440.00 5,500.00 16,500.00

K For aburtment wall. G52*.5 t 16 580.00 120.00 3,700.00 660.00 440.00 5,500.00 88,000.00

L For piers. G52*.6 t 255 580.00 120.00 3,700.00 660.00 440.00 5,500.00 1,402,500.00

M For bridge box girder. G52*.7 t 1,413 580.00 120.00 3,700.00 660.00 440.00 5,500.00 7,771,500.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)







A Extra for providing fibre-reinforced-polymer(FRP) composite reinforcing bars or similarmaterial approved by the Engineer for wallsthose penetrate deeper than an elevation of 5.00m. G54* sum 1 Included

- CARRIED TO COLLECTION QAR.



20.5 - FLYOVER-2 (BR-2)




RATE (QAR)



Joints.

A 20 mm expansion joint at approach slabcomplete with neoprine bearing strip, 20 mmthick filler board and polysulphide sealant asshown on drawings EXW-P009-0001-SE-CDM-DG-43000-004 and 90000-005. G641.1 m 24 180.00 120.00 580.00 132.00 88.00 1,100.00 26,400.00

B 25 mm expansion joint at approach slabcomplete as shown on drawings EXW-P009-0001-SE-CDM-DG-43000-004. G641.2 m 24 180.00 120.00 580.00 132.00 88.00 1,100.00 26,400.00

C 25 mm diameter stainless steel dowel bars withcompressible cap at 350 mm c/c along approachslab joint, complete as specified and as shownon drawings EXW-P009-0001-SE-CDM-DG-400000-005. G682 No 70 35.00 - 85.00 18.00 12.00 150.00 10,500.00

D Parapet expansion joint complete with steelplate, screws, bolts, nuts, etc. complete asshown on Drawing EXW-P009-0001-SE-CDM-DG-43000-401. G690.1 No 4 1,120.00 - 2,080.00 480.00 320.00 4,000.00 16,000.00

E Strip Seal expansion joint for bridge deckincluding strip seal gland, claw leg profile etc.complete as shown on Drawing EXW-P009-0001-SE-CDM-DG-90000-008. G690.2 Sum 1 7,200.00 - 21,600.00 4,320.00 2,880.00 36,000.00 36,000.00

F 100 mm wide modular expansion joint for bridgedeck including EPDM seal, lamella beams, jointbeam, joint box, edge profile, sliding bearings,sliding springs, etc. complete as shown onDrawing EXW-P009-0001-SE-CDM-DG-43000-401. G690.3 m 24 420.00 780.00 180.00 120.00 1,500.00 36,000.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)



In-situ post-tensioned pre-stressing.

Prestressing tendons according to cable profiles including jacking operations, ducts, grouting, protective covering to tendons, anchoring, additional reinforcements, all other components ancillary to prestressing etc. complete as shown on Drawings and Specifications.

A 37 Strands of 150 mm² cross section area; length 70 m. G718.1 nr 6 7,340.00 4,290.00 12,850.00 3,672.00 2,448.00 30,600.00 183,600.00

B 37 Strands of 150 mm² cross section area; length 118 m. G718.2 nr 6 12,350.00 7,200.00 21,650.00 6,180.00 4,120.00 51,500.00 309,000.00

C 37 Strands of 150 mm² cross section area; length 112 m. G718.3 nr 6 11,750.00 6,850.00 20,600.00 5,880.00 3,920.00 49,000.00 294,000.00

D 37 Strands of 150 mm² cross section area; length 87 m. G718.4 nr 6 9,100.00 5,300.00 16,000.00 4,560.00 3,040.00 38,000.00 228,000.00

E 37 Strands of 150 mm² cross section area; length 100 m. G718.5 nr 6 10,500.00 6,100.00 18,280.00 5,232.00 3,488.00 43,600.00 261,600.00

F 37 Strands of 150 mm² cross section area; length 115 m. G718.6 nr 6 12,060.00 7,000.00 21,100.00 6,024.00 4,016.00 50,200.00 301,200.00

G 37 Strands of 150 mm² cross section area; length 45 m. G718.7 nr 6 4,700.00 2,750.00 8,230.00 2,352.00 1,568.00 19,600.00 117,600.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)

20.5 - FLYOVER-2 (BR-2) (CONT'D).CLASS G: CONCRETE ANCILLARIES (CONT'D).


A Finishing top of approach slab; Class U2 finish. G813.1 m2 186 2.80 0.80 0.40 0.60 0.40 5.00 930.00

B Finishing top of foundations; Class U2 finish. G813.2 m2 488 2.80 0.80 0.40 0.60 0.40 5.00 2,440.00 C Finishing top of bearing pad base; Class U2

finish. G813.3 m2 12 2.80 0.80 0.40 0.60 0.40 5.00 60.00

D Finishing top of deck slab; Class U4 finish. G813.4 m2 3,653 20.00 5.00 27.00 7.80 5.20 65.00 237,445.00 E Two coats of crack bridging pigmented

elastomeric aliphatic acrylic coating system withvery long term UV resistance to a dry filmthickness of 300 microns (minimum) as specifiedto reinforced concrete members; Ref. CoatingSystem A. G823.1 m2 694 7.00 4.00 14.60 3.84 2.56 32.00 22,208.00

F Two coats of pigmented aliphatic polymer basedcoating system with very long term UVresistance to a dry film thickness of 150 microns(minimum) as specified to prestressed concretemembers; Ref. Coating System B.

G823.2 m2 11,174 6.00 4.00 12.40 3.36 2.24 28.00 312,872.00

G Penetrating low viscosity silane siloxaneprotective coating to surface of concrete barriers;Ref. Coating System D. G823.3 m2 4,080 12.00 4.00 24.00 6.00 4.00 50.00 204,000.00


Concrete crash barriers/protection barriers.H 1070 mm high crash barrier on bridge deck

including joints, transistion, aesthetics/architectural designs etc. complete as detailedon Drawings & Specifications. H900 m 1,480 176.00 44.00 660.00 132.00 88.00 1,100.00 1,628,000.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)


CLASS I - PIPEWORKS - PIPES.

A 50 mm diameter PVC pipe (vertical andhorizontal) at abutment including fittings asshown on Drawing EXW-P009-0001-SE-CDM-DG-43000-404. I511.1 m 707 22.00 - 50.00 10.80 7.20 90.00 63,630.00

B Allow for drainage pipe at low point of the girderincluding fittings as shown on Drawing EXW-P009-0001-SE-CDM-DG-43000-404. I511.2 Sum 1 240.00 - 720.00 144.00 96.00 1,200.00 1,200.00


Handrails.

C Aluminium handrail on bridge parapets; 100 mm diameter. N140 m 1,480 96.00 - 384.00 72.00 48.00 600.00 888,000.00

Dust Covers.

D Removable bearing dust cover; 350 mm high. N230 m 65 80.00 - 240.00 48.00 32.00 400.00 26,000.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)


CLASS N: MISCELLANEOUS METALWORK (CONT'D).

Bridge Bearings.

Bearings including cover plate, adaptor plate, shear connector, mortar bedding, etc. complete as shown on Drawings and Specifications.

A Pot bearing; Type - S1. N268.1 nr 1 2,280.00 1,330.00 3,990.00 1,140.00 760.00 9,500.00 9,500.00

B Ditto; Type - S2. N268.2 nr 1 5,160.00 3,010.00 9,030.00 2,580.00 1,720.00 21,500.00 21,500.00

C Ditto; Type - S3. N268.3 nr 1 5,160.00 3,010.00 9,030.00 2,580.00 1,720.00 21,500.00 21,500.00

D Ditto; Type - S4. N268.4 nr 1 5,160.00 3,010.00 9,030.00 2,580.00 1,720.00 21,500.00 21,500.00

E Ditto; Type - G1. N268.5 nr 1 3,360.00 1,960.00 5,880.00 1,680.00 1,120.00 14,000.00 14,000.00

F Ditto; Type - G2. N268.6 nr 1 9,600.00 5,600.00 16,800.00 4,800.00 3,200.00 40,000.00 40,000.00

G Ditto; Type - G3. N268.7 nr 1 9,600.00 5,600.00 16,800.00 4,800.00 3,200.00 40,000.00 40,000.00

H Ditto; Type - G4. N268.8 nr 1 9,600.00 5,600.00 16,800.00 4,800.00 3,200.00 40,000.00 40,000.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)


CLASS P: PILES.

Bored cast-in-place concrete piles.

Bored cast in place piles; concrete Grade C50/20 mm aggregate, 1000 mm diameter pile.

A Piles, 1000 mm diameter. P151 nr 8 3,750.00 10,500.00 15,750.00 4,500.00 3,000.00 37,500.00 300,000.00

B Concerened length. P152 m 88 250.00 700.00 1,050.00 300.00 200.00 2,500.00 220,000.00

C Depth bored, maximum depth 13 m. P153 m 84 375.00 1,050.00 1,575.00 450.00 300.00 3,750.00 315,000.00

CLASS Q: PILING ANCILLARIES.

Cast in place concrete piles.

D Pre-boring; diameter 900 mm or 1050 mm. Q115 nr 8 1,250.00 3,500.00 5,250.00 1,500.00 1,000.00 12,500.00 100,000.00

Preparing heads of piles.

E Diameter 900 or 1050 mm pile. Q185 nr 8 625.00 1,750.00 2,625.00 750.00 500.00 6,250.00 50,000.00

Reinforcement in deformed high yield steel bars as specified.

F Straight bars, nominal size not exceeding 25 mm. Q210.1 t 1 580.00 120.00 3,700.00 660.00 440.00 5,500.00 5,500.00

G Straight bars, nominal size exceeding 25 mm. Q210.2 t 21 580.00 120.00 3,700.00 660.00 440.00 5,500.00 115,500.00

Pile tests:

H Allow for pile testing as necessary. Q800 Sum 1 5,000.00 42,000.00 73,000.00 18,000.00 12,000.00 150,000.00 150,000.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)



Flexible surfacing; Bridge Deck wearing surface.

A Bituminous asphalt concrete wearing course 70mm thick. R323 m2 3,346 2.64 10.56 39.60 7.92 5.28 66.00 220,836.00

B Bituminous spray tack coat. R359 m2 3,346 0.12 0.24 2.04 0.36 0.24 3.00 10,038.00


Waterproofing system to all concrete in contact with the soil as detailed on Drawings and Specifications.

C Waterproof sheeting; upper surfaces inclined atan angle not exceeding 30° to the horizontal tofootings. W131.1 m2 826 8.80 - 39.20 7.20 4.80 60.00 49,560.00

D Ditto to pile caps/Abutment. W131.2 m2 75 8.80 - 39.20 7.20 4.80 60.00 4,500.00

E Ditto to approach slab. W131.3 m2 186 8.80 - 39.20 7.20 4.80 60.00 11,160.00

F Waterproof sheeting; surfaces inclined at anangle exceeding 60° to horizontal; to footings.

W133.1 m2 360 8.80 - 39.20 7.20 4.80 60.00 21,600.00

G Ditto to pile cap/abutment. W133.2 m2 119 8.80 - 39.20 7.20 4.80 60.00 7,140.00

H Ditto to approach slab. W133.3 m2 20 8.80 - 39.20 7.20 4.80 60.00 1,200.00

J Ditto to piers. W133.4 m2 14 8.80 - 39.20 7.20 4.80 60.00 840.00

K Ditto to curved surfaces of piers. W134 m2 280 8.80 - 39.20 7.20 4.80 60.00 16,800.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)




A 20 mm Red sand asphalt protection layer to topsurface of bridge deck as shown on drawingEXW-P009-0001-SE-CDM-DG-90000-008. W411 m2 3,346 4.40 13.20 70.40 13.20 8.80 110.00 368,060.00

B 6 mm thick (min) hardboard protection flexiblesheathing for upper surfaces inclined at an angleexceeding 60° to the horizontal, to footings.

W423.1 m2 360 2.40 - 13.60 2.40 1.60 20.00 7,200.00

C Ditto to pile / cap Abutment. W423.2 m2 119 2.40 - 13.60 2.40 1.60 20.00 2,380.00

D Ditto to approach slab. W423.3 m2 20 2.40 - 13.60 2.40 1.60 20.00 400.00

E Ditto to piers. W423.4 m2 14 2.40 - 13.60 2.40 1.60 20.00 280.00

F Ditto curved surfaces of piers. W424 m2 280 2.80 - 16.40 2.88 1.92 24.00 6,720.00

G 50 mm thick cement and sand protection screedto upper surfaces inclined at an angle notexceeding 30° to the horizontal to footings.

W441.1 m2 853 4.00 0.70 14.50 2.88 1.92 24.00 20,472.00

H Ditto to pile caps. W441.2 m2 75 4.00 0.70 14.50 2.88 1.92 24.00 1,800.00

J Ditto to approach slab. W441.3 m2 186 4.00 0.70 14.50 2.88 1.92 24.00 4,464.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)




A To upper surface of base slab. W500 m2 3,346 5.30 - 12.30 2.64 1.76 22.00 73,612.00

CLASS X: MISCELLANEOUS WORKS.

B GRP lockable access panel 1000 x 800 mm.X900 nr 4 300.00 - 1,364.00 249.60 166.40 2,080.00 8,320.00




20.5 - FLYOVER-2 (BR-2)




RATE (QAR)

Collection

G 20.5/1 983,818.00

G 20.5/2 158,975.00

G 20.5/3 3,202,925.00

G 20.5/4 1,355,468.00

G 20.5/5 368,814.00

G 20.5/6 978,205.00

G 20.5/7 10,698,220.00

G 20.5/8 -

G 20.5/9 151,300.00

G 20.5/10 1,695,000.00

G 20.5/11 2,407,955.00

G 20.5/12 978,830.00

G 20.5/13 208,000.00

G 20.5/14 1,256,000.00

G 20.5/15 343,674.00

G 20.5/16 411,776.00

G 20.5/17 81,932.00

25,280,892.00 TOTAL FOR BILL NO. 20 - STRUCTURES AND BRIDGES - 20.5 - FLYOVER-2 (BR-2) QAR.

BILL NO. 21

INTELLIGENT TRANSPORTATION SYSTEM


BILL NO. 21INTELLIGENT TRANSPORTATION SYSTEM



BILL NO. 21 - INTELLIGENT TRANSPORTATION SYSTEM.


Chambers.

Reinforced concrete chambers complete with access covers as detailed on drawings and Specifications; includ for excavation in any materials, backfilling, removal of surplus materials to approved tip, reinstatement of surfaces disturbed water proofing works, finishes etc.

A Type 0: 1200 x 2400 mm; depth not exceeding1.5 m. K211.1 nr 11 2,880.00 960.00 5,760.00 1,440.00 960.00 12,000.00 132,000.00

B Type 1: 1200 x 1200 mm; depth not exceeding1.5 m. K211.2 nr 66 1,920.00 640.00 3,840.00 960.00 640.00 8,000.00 528,000.00

C Type 2: 600 x 600 mm; depth not exceeding 1.5 m;depth not exceeding 1.5 m. K211.3 nr 17 1,320.00 440.00 2,640.00 660.00 440.00 5,500.00 93,500.00

D Type 3: 300 x 300 mm; depth not exceeding 1.5m.K211.4 nr 13 630.00 210.00 1,240.00 312.00 208.00 2,600.00 33,800.00

Chambers suspended from concrete soffits complete as specified and shown on drawings.

E Type 3: suspended from tunnel soffit; 300 mm x 300mm x 300 mm. K230 nr 19 760.00 260.00 1,240.00 339.00 226.00 2,825.00 53,675.00

Pole mounted chambers as specified and shown on drawings.

F Type 3: chamber on pole; 300 mm x 300 mm. K290 nr 13 600.00 1,300.00 285.00 190.00 2,375.00 30,875.00

871,850.00










Supply and install ducts complete with end cap, draw cord, duct markers, joint testing and cleaning, etc.; include for excavation in configurations and depths as shown on the Drawings, backfilling with suitable backfill material, removal of surplus material to approved tip and reinstatement of surfaces,complete as shown on Drawings and Specifications.

A 2 Way 100 mm diameter duct, depth not exceeding 1.5 m. K522 m 2,680 56.00 33.00 99.00 28.20 18.80 235.00 629,800.00

B 3 Way 100 mm diameter duct, depth not exceeding1.5 m. K532 m 220 72.00 42.00 126.00 36.00 24.00 300.00 66,000.00

C 6 Way 100 mm diameter duct, depth not exceeding1.5 m. K542 m 8,442 125.00 74.00 221.00 63.00 42.00 525.00 4,432,050.00

CLASS L: PIPEWORK SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION.

Concrete beds and surround for ducts complete as shown on Drawings and Specifications.

D 2 Way 100 mm diameter duct, L549.1 m 237 42.00 25.00 77.00 21.60 14.40 180.00 42,660.00

E 6 Way 100 mm diameter duct, L549.2 m 267 125.00 74.00 221.00 63.00 42.00 525.00 140,175.00








Gantries and poles.

A Dynamic message sign gantry with foundation;Type G1. X900.1 nr 6 48,000.00 24,000.00 168,000.00 36,000.00 24,000.00 300,000.00 1,800,000.00

B Dynamic message sign cantilever with foundation;Type C1. X900.2 nr 9 32,000.00 12,800.00 83,200.00 19,200.00 12,800.00 160,000.00 1,440,000.00

C Lane control sign gantry with foundation; Type G1. X900.3 nr 3 48,000.00 24,000.00 248,000.00 48,000.00 32,000.00 400,000.00 1,200,000.00

D Lane control sign cantilever with foundation; TypeC2. X900.4 nr 8 32,000.00 12,800.00 83,200.00 19,200.00 12,800.00 160,000.00 1,280,000.00

E Pole including foundation, 6 m high. X900.8 nr 21 4,800.00 2,400.00 16,800.00 3,600.00 2,400.00 30,000.00 630,000.00

F Pole including foundation, 15 m high. X900.9 nr 2 5,900.00 3,300.00 24,400.00 5,040.00 3,360.00 42,000.00 84,000.00

Field components.

G Dynamic message sign, 2 lanes wide; Ref. DMS2. X900.5 nr 7 11,600.00 5,800.00 98,600.00 17,400.00 11,600.00 145,000.00 1,015,000.00

H Dynamic message sign, 4 lanes wide; Ref. DMS3. X900.6 nr 2 13,600.00 6,800.00 115,600.00 20,400.00 13,600.00 170,000.00 340,000.00

J Dynamic message sign, 6 lanes wide; Ref. DMS6. X900.7 nr 2 14,400.00 7,700.00 169,900.00 28,800.00 19,200.00 240,000.00 480,000.00

K Lane control signs; 1200 mm x 1200 mm. X900.10 nr 100 2,400.00 1,600.00 12,000.00 2,400.00 1,600.00 20,000.00 2,000,000.00

L Speed control signs; 1200 mm x 1200 mm. X900.11 nr 2 2,400.00 1,600.00 12,000.00 2,400.00 1,600.00 20,000.00 40,000.00







CLASS X: MISCELLANEOUS WORK (CONT'D).

Field Components (Cont'd).

A Access point (AP); pole mounted. X900.12 nr 6 960.00 200.00 5,240.00 960.00 640.00 8,000.00 48,000.00

B Access point (AP); mounted on gantry. X900.13 nr 25 960.00 200.00 5,240.00 960.00 640.00 8,000.00 200,000.00

C Access point (AP); wall mounted. X900.14 nr 9 960.00 200.00 5,240.00 960.00 640.00 8,000.00 72,000.00

D OVDS radar. X900.15 nr 2

E OVDS alarm. X900.16 nr 2

F Emergency refugee telephone; wall mounted. X900.15 nr 10 2,400.00 - 13,600.00 2,400.00 1,600.00 20,000.00 200,000.00

G Public address system, loudspeaker; wall mounted. X900.16 nr 8 280.00 - 1,160.00 216.00 144.00 1,800.00 14,400.00

H Magnetometer detectors. X900.17 nr 297 300.00 - 1,700.00 300.00 200.00 2,500.00 742,500.00

J WIM sensors and loops. X900.18 nr 3 9,375.00 - 65,625.00 11,250.00 7,500.00 93,750.00 281,250.00

K PTZ camera, wall mounted. X900.19 nr 8 1,500.00 - 18,500.00 3,000.00 2,000.00 25,000.00 200,000.00

L PTZ camera, pole mounted. X900.20 nr 9 1,500.00 - 18,500.00 3,000.00 2,000.00 25,000.00 225,000.00


21,000.00 187,000.00 31,200.00 20,800.00 260,000.00 520,000.00 -






CLASS X: MISCELLANEOUS WORK (CONT'D).

Field Components (Cont'd).

A AID fixed camera, wall mounted. X900.21 nr 22 12,000.00 7,000.00 21,000.00 6,000.00 4,000.00 50,000.00 1,100,000.00

B AID fixed camera, pole mounted. X900.22 nr 13 12,000.00 7,000.00 21,000.00 6,000.00 4,000.00 50,000.00 650,000.00

C LPR camera, mounted on gantry. X900.23 nr 84 1,500.00 - 17,700.00 2,880.00 1,920.00 24,000.00 2,016,000.00

D Roadway weather information system; Ref. RWIS. X900.24 sum 1 5,000.00 - 75,000.00 12,000.00 8,000.00 100,000.00 100,000.00

E Equipment cabinet. X900.25 nr 53 4,000.00 - 38,000.00 6,300.00 4,200.00 52,500.00 2,782,500.00

F Uninterrupted power supply . X900.26 nr 53 1,800.00 - 18,000.00 2,970.00 1,980.00 24,750.00 1,311,750.00

RGS ducts attached to wall and structures as specified and shown on drawings.

G RGS duct 2x50 mm. X900.27 m 7,673 38.00 - 130.00 25.20 16.80 210.00 1,611,330.00

H RGS duct 3x50 mm. X900.28 m 8,600 48.00 - 196.00 36.60 24.40 305.00 2,623,000.00

Cables as specified and shown on drawings; drawn in ducts.

J 48 S.M fibre optic cable. X900.29 m 7,673 12.00 - 36.00 7.20 4.80 60.00 460,380.00

K 96 S.M fibre optic cable. X900.30 m 8,600 14.00 - 50.00 9.60 6.40 80.00 688,000.00

L Radio broadcast system leaky cable. X900.31 m 740 10.00 26.00 - 5.40 3.60 45.00 33,300.00


M Allow for testing and commissioning of Intelligenttransportation system. X900.32 Sum 1 742,500.00 135,000.00 472,500.00 202,500.00 135,000.00 1,687,500.00 1,687,500.00







Collection

G 21/1 871,850.00

G 21/2 5,310,685.00

G 21/3 10,309,000.00

G 21/4 2,503,150.00

G 21/5 15,063,760.00

34,058,445.00 TOTAL FOR BILL NO. 21 - INTELLIGENT TRANSPORTATION SYSTEM QAR.

MAIN SUMMARY

IA/12-13/DS/002/ST AL FUROSIYA STREET, P009 - 0001 SECTION 1 (J102) MS/1

ITEM PAGE NO. AMOUNT (QAR)

Bill No. 1 General Items G1/11 125,500,000.00

Bill No. 2 Site Clearance G2/2 8,467,060.00

Bill No. 3 Fencing and Safety Barriers G3/3 10,697,450.00

Bill No. 4 Drainage and Services Ducts G4/39 101,007,058.00

Bill No. 5 Earthworks G5/3 8,408,901.00

Bill No. 6 Sub Base and Road Base G6/2 24,598,350.00

Bill No. 7 Flexible Surfacing G7/2 76,431,085.00

Bill No. 8 Kerbs and Paving Tiles G8/3 65,873,395.00

Bill No. 9 Traffic Signs and Road Markings G9/8 3,456,278.00

Bill No. 10 QGEWC Water Works G10/23 36,360,741.00

Bill No. 11 QGEWC Electricity Works G11/8 84,569,330.00

Bill No. 12 Road Department Street Lighting G12/7 16,982,090.00

Bill No. 13 Ooredoo/Vodafone/MOI-SSD/Qatar Armed Forces Works G13/10 7,221,200.00

Bill No. 14 Treated Sewage Effluent (TSE) Works G14/22 36,760,024.00

Bill No. 15 QP Works - Not Used - Not used

Bill No. 16 Traffic Signal Works - Not Used - Not used

Bill No. 17 Landscape G17/4 4,690,565.00

Bill No. 18 Irrigation Works - Not Used - Not used

Bill No. 19 Reinforced Soil Wall System / MSE walls G19/5 15,419,279.00

Bill No. 20 Structures and Bridges G20/S/1 759,482,459.00

Bill No. 21 Intelligent Transportation System G21/6 34,058,445.00

QAR 1,419,983,710.00 ……%

QAR 1,419,983,710.00

TOTAL

DESCRIPTION


GENERAL SUMMARY

ADJUSTMENT ITEM

TOTAL SUMMARY CARRIED TO FORM OF TENDER

Amount Words : ………………………………………………………………………………….……………………………………..………………………………………………………………………………….……………………………………..………………………………………………………………………………….………………