063535 edge lane west bq -...

Edge Lane West Highway and Environmental Improvement Scheme Bill Of Principal Quantities

CONTENTS

PREAMBLES

100 / 1

200 / 2

300 / 1

400 / 1

500 / 1

600 / 1

700 / 1

1100 / 1

1200 / 1

1300 / 1

1400 / 1

1700 / 1

2700 / 1

3000 / 1

GRAND SUMMARY G.S.

SERIES 2700: ACCOMMODATION WORKS, WORKS FOR STATUTORY UNDERTAKERS, PROVISIONAL SUMS & PRIME COST ITEMS

SERIES 1200: TRAFFIC SIGNS & ROAD MARKINGS

SERIES 1300: ROAD LIGHTING COLUMNS & BRACKETS, CCTV MASTS & CANTILEVER MASTS

SERIES 1400: ELECTRICAL WORK FOR ROAD LIGHTING & TRAFFIC SIGNS

SERIES 1700: STRUCTURAL CONCRETE

SERIES 3000: LANDSCAPE & ECOLOGY

SERIES 100: PRELIMINARIES

SERIES 200: SITE CLEARANCE

SERIES 300: FENCING

SERIES 400: ROAD RESTRAINT SYSTEMS (VEHICLE & PEDESTRIAN)

SERIES 500: DRAINAGE & SERVICE DUCTS

SERIES 600: EARTHWORKS

SERIES 700: PAVEMENTS

SERIES 1100: KERBS, FOOTWAYS & PAVED AREAS

Edge Lane West Highway and Environmental Improvement Scheme Volume 3 Bill of Principal Quantities

Edge Lane West Highway and Environmental Improvement Scheme Preamble to Bill of Quantities�

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Edge Lane West Highway & Environmental Improvement Scheme Preamble to Bill of Quantities; Volume 3 Rev 0

Preambles to Bill of Quantities

Project Specific Directions This bill of quantities has been prepared using the drawings, specification

and other relevant documentation referred to within the Tender. The detail of the works proposed is likely to change as the design is finalised and particularly during the Early Contractor Involvement (ECI) phase when the contractor’s value engineering and buildability proposals may be incorporated into the scheme. It is therefore anticipated that the section totals may change accordingly up to award of the construction contract. However, some items are likely to vary in quantity but only within reasonable and acceptable limits. The rates and prices provided within this BQ are therefore deemed to be sufficiently robust to cater for these changes and as such will be used to compile the contract sum in accordance with Option B (Firm Price) of the NEC Standard form incorporating bespoke amendments.

Reference within this Preamble and BQ to the ‘Overseeing Organisation’

shall mean the same as the Project Manager under the NEC Standard Form

Introduction of new BQ items will be priced, when appropriate, at rates prorata to those provided within the Tender BQ. Where the work item is such that tender rates are inappropriate then new rates will be agreed between the contactor and the Employer’s Project Manager and/or his designated representative. Rates and Prices contained within this BQ are deemed to be sufficient to allow for the works items described as Provisional or Provisional Sums to be incorporated within the assumed project construction period of 18 months. The contractor is required to price separately in the schedules provided in Volume 0 Appendix I his fully inclusive site supervisory staff costs for:

(i) the main construction works (ii) the defect correction/maintenance period (iii) landscaping and aftercare period

The sum total of each of these sections should be carried forward to the Grand summary page as indicated within this BQ. The contractor should ensure no duplication of costs for supervisory staff between the work items and Appendix I schedules. When finalizing the rates and prices within this BQ the contractor should make reference to the Project Risk Register contained within Volume 2 of the Tender documentation. The contractor is required to insert his risk evaluation for those items indicated as being contractor owned. The values should be derived in accordance with the risk evaluation matrix provided and the summation of the risks carried forward to the Grand Summary of the BQ. The risk register will be subject to a further review during ECI Stage 1 when mitigation proposals will be agreed to reduce/remove the risk.


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General Directions

1 The Bill of Quantities has been prepared in accordance with the Method of Measurement for Highway Works published by The Stationery Office as Section 1 of Volume 4 of the Manual of Contract Documents for Highway Works. The relevant publication date of each page of the Method of Measurement for Highway Works is given in the Schedule of Pages and Relevant Publication Dates.

2 (05/01) In the Bill of Quantities the sub-headings and item descriptions identify the work covered by the respective items, read in conjunction with the matters listed against the relevant marginal headings “Item coverage” in Chapter IV of the Method of Measurement for Highway Works, these Preambles and the amendments to the Method of Measurement immediately following these Preambles. The nature and extent of the work is to be ascertained by reference to the Drawings, Specification and Conditions of Contract. The rates and prices entered in the Bill of Quantities shall be deemed to be the full inclusive value of the work covered by the several items including the following, unless expressly stated otherwise: (i) Labour and costs in connection therewith. (ii) The supply of materials, goods, storage and costs in connection

therewith including delivery to Site. Taking delivery of materials and goods supplied by others, unloading, storage, and costs in connection therewith.

(iii) Plant and costs in connection therewith. (iv) Fixing, erecting and installing or placing of materials and goods in position. (v) Temporary Works. (vi) The effect on the phasing of the Works or any element of the Works

to the extent set forth or reasonably implied in the documents on which the tender is based.

(vii) General obligations, liabilities and risks involved in the execution of

the Works set forth or reasonably implied in the documents on which the tender is based.

(viii) Establishment charges, overheads and profit.

(ix) Waste. (x) Testing carried out by the Contractor in accordance with the particular

requirements of Appendix 1/5 including supplying results of tests, reports and certificates.

(xi) Supply and delivery of samples to the Overseeing Organisation in accordance with the particular requirements of Appendix 1/6.

(xii) Checking, inspecting, examining, measuring and verifying goods,

materials and workmanship including supplying results, reports and


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certificates.

(xiii) Attendance and transport for sampling and testing carried out by the Overseeing Organisation.

(xiv) Complying with Quality Assurance requirements of the contract and

providing certificates of conformity. (xv) Preparation and supply of detailed working drawings. (xvi) Awaiting approvals and consent.

(xvii) Where stipulated complying with the particular requirements of

Appendix 1/24.

Measurement 3 (i) The measurement of work shall be computed net from the dimensions stated in the Contract unless otherwise stated in the Method of Measurement.

(ii) (11/06) Where the tender documents specify the Type of Pavement to

be constructed then the measurement of work shall be based upon the thinnest pavement construction and surfacing over structures permitted by the Contract for that Type of Pavement. Where the tender documents provide for the Contractor to select the type of safety barrier, pavement or buried structure (where the structure is not within Designated Outlines) to be constructed then the measurement of all work in each area so affected shall be based upon the thinnest pavement construction and surfacing over structures permitted by the Contract in that area for the particular type of safety barrier, pavement or buried structure the Contractor has elected to construct.

Pricing of Items 4 Each individual item shall have a rate or price entered against it. Rates and

prices shall be expressed to two decimal places.

Alternative Specified Materials, Designs and Options within Types of Pavement

5 Where in the Contract a choice of alternatives is permitted: (i) the description billed and the rates and prices inserted shall be

deemed to cover any of the permitted alternative materials or designs the Contractor may elect to use;

(ii) and where separate Bills of Quantities are provided within Series 600: Earthworks for each Type of Pavement permitted by the Contract the rates and prices inserted in respect of the earthworks for the particular Type of Pavement shall be deemed to cover the earthworks for any inherent permitted option within the Type of Pavement elected to be constructed by the Contractor;

(iii) and where separate Bills of Quantities are provided within Series

700: Pavements for each Type of Pavement permitted by the Contract the rates and prices inserted in respect of the particular Type of Pavement shall also be deemed to cover any inherent permitted option within the Type of Pavement elected to be


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constructed by the Contractor.

In all cases the rates and prices inserted in all Series of the Bill of Quantities shall be deemed to include for any adjustments of work content, rates, costs and the like occasioned by the choice of alternatives elected to be used or constructed by the Contractor.

Privately and Publicly Owned Services or Supplies

6 The information in the Contract as to the whereabouts of existing services and mains is believed to be correct but the Contractor shall not be relieved thereby of his obligations under the Contract. The Contractor shall include in his rates and prices for locating and taking measures for the support and full protection of pipes, cables and other apparatus during the progress of the Works, obtaining the written consent of the appropriate authority to interrupt the service or supply and for keeping the Overseeing Organisation informed of all arrangements he makes with the owners of privately owned services or supplies, Statutory Undertakers and Public Authorities as appropriate.

Labours 7 Labours in connection with Nominated Sub-contractors shall include: (i) in the case of work or services executed - for affording the use of existing

working space, access, temporary roads, erected scaffolding, working shelters, staging, ladders, hoists, storage, latrines, messing, welfare and other facilities existing on Site and the provision of protection, water, electricity for lighting and clearing away rubbish and debris arising from the work;

(ii) in the case of goods, materials or services supplied - for taking delivery,

unloading, storing, protecting and returning crates, cartons and packing materials.

Roadworks Overall Requirements

8 The Contractor shall allow in his rates and prices for complying with requirements in respect of pavement construction, horizontal alignments, surface levels and surface regularity of pavement courses, dealing with changes in weather conditions, use of surfaces by traffic and construction plant, and general requirements for sub-bases and road bases.

Work within and below non-tidal open water or tidal water

9 Not required.

Dealing with Flow

10 Not required.

Reimbursement of Fees, Rates, Taxes and Overseeing Organisation’s Telephone Calls

11 The Contractor will be reimbursed the actual price paid by the Contractor in respect of: (i) fees, rates and taxes - the sums certified as properly repayable to the

Contractor in accordance with the Contract; Any other cost, charge or expense in respect of these items shall be allowed for in the rates and prices for temporary accommodation.

Site Limitations 12 The Contractor shall allow in his rates and prices for complying with any


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and Constraints limitations and constraints on the use of the Site.

Hard Material 13 For the purposes of the Contract the following are designated as Hard Material in accordance with Chapter 1 Definitions, paragraph 1(h)(i): (a) .......* strata; (b) those deposits designated by limits shown on the Drawings; (c) existing pavements, footways, paved areas (but excluding unbound

materials) and foundations in masses in excess of 0.20 cubic metres.

Equivalent Products and Materials

14 Where the Contractor offers an equivalent product or material in place of the one identified or specified, then the rates and prices in the Bill of Quantities shall be deemed to include for all the obligations and costs associated with the incorporation of the equivalent into the Works, including design, provision of data and drawings, certificates, awaiting acceptance, resubmissions and modifications and amendments to the Works. Unless specifically stated to the contrary in the Contract the measurement of the Works affected by the incorporation of the equivalent products and materials shall be based on the Tender documents and not on the Works as amended and completed to incorporate the equivalent products and materials.

Permanent Works Designed by the Contractor

15 (05/01) Where the Contract requires part(s) of the Permanent Works to be designed by the Contractor, the rates and prices in the Bill of Quantities shall include for all the obligations and costs associated with the incorporation of the Contractor’s design into the Works, including design, provision of data and drawings, certificates, awaiting approvals, resubmissions and modifications and amendments to the Works. Additionally the rates and prices in the Bill of Quantities shall include for the costs of all testing and sampling to be carried out by the Contractor in respect of workmanship, goods and materials incorporated into the Works or to prove the Contractor’s design.

Structures Designed by the Contractor

16 In respect of each priced Bill of Quantities comprising a single item for a structure designed by the Contractor, the Contractor shall prepare a priced schedule of quantities. This priced schedule shall be prepared in accordance with the relevant Chapters and Series of the Method of Measurement and submitted to the Overseeing Organisation. The quantities, rates and prices in the priced schedule of quantities shall in each case, when extended and totalled, give the amount entered in the priced Bill of Quantities against the item for the relevant structure designed by the Contractor. The priced schedule of quantities shall only be used for Payment Applications and for the valuation of variations ordered under the Contract in connection with structures designed by the Contractor.


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Unless specifically stated to the contrary in the Contract the measurement of the Works affected by the incorporation of the Contractor’s design shall be based on the Tender documents and not on the Works as amended and completed to incorporate the Contractor’s design. The parts of the Works included by the Contractor in the priced schedule of quantities shall include all the parts of the Works within the Designated Outline except those designed and scheduled by the Overseeing Organisation as not to be included.

National Alterations for The Overseeing Organisations of Scotland, Wales and Northern Ireland

17 Where a paragraph in Chapter IV of the Method of Measurement for Highway Works (Units and Methods of Measurement) or in the Notes for Guidance on the Method of Measurement for Highway Works or in the Library of Standard Item Descriptions for Highway Works is prefixed by # this indicates that this particular paragraph has a National Alteration for one or more of the Overseeing Organisations of Scotland, Wales or Northern Ireland. The use of national paragraphs is permitted only within the countries to which they specifically apply and they are deemed to replace corresponding paragraphs in the main body of Chapter IV of the Method of Measurement for Highway Works (Units and Methods of Measurement) or in the Notes for Guidance on the Method of Measurement for Highway Works or in the Library of Standard Item Descriptions for Highway Works as appropriate. The National paragraphs correspond to the particular requirements of the National Alterations for the Overseeing Organisations of Scotland, Wales or Northern Ireland contained in Volume 1 of the Manual of Contract Documents for Highway Works. The substitute or additional paragraphs are located at the end of the relevant Series.

Testing 18 (05/01) Testing as paragraph 2(x) above, is in respect of tests to be carried out by the Contractor to verify workmanship, goods and materials incorporated into the permanent works and testing of the permanent works in order to prove the Overseeing Organisation’s design as set out in Appendix 1/5. Checking, inspecting, examining, measuring and verifying goods, materials and workmanship incorporated in the permanent works, as paragraph 2(xii) above, is in respect of other operations set forth or reasonably implied in the Contract to be carried out by the Contractor to demonstrate compliance with the particular requirements of the Contract, or to prove the Overseeing Organisation’s design where not separately listed in Appendix 1/5, but excluding trial erection of structural steelwork which shall be measured separately in accordance with Series 1800. Procedural trials, trial panels and trial areas required to be carried out or constructed as separate operations in advance of the permanent works in order to verify goods, materials and workmanship shall not be measured separately but are included within the item coverage for the relevant Series. Testing of existing structures and other investigative works shall be individually measured within the relevant Series.

Landscape and Ecology

19 (05/01) The rates and prices inserted in the Bill of Quantities for new Planting, Seeding and Turfing measured in accordance with Volume 4 - Series 3000 include for all post-planting maintenance work required to be carried out in accordance with the Specification and the relevant Appendices.


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In order to properly reflect the scope and duration of the planting and post- planting requirements a series of staged payments for the various items of planting, seeding and turfing will be made in accordance with the Staged Payments Schedule. The Staged Payments Schedule is to be inserted in the Bill of Quantities immediately preceding the collection page for Landscape and Ecology and shall be used for assessing payments due to the Contractor in accordance with the Contract.

†Amendments to the Method of Measurement (05/01)

(05/01) For the purposes of the Contract the Method of Measurement for Highway Works is amended in accordance with the pages immediately following.


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Method of Measurement for Highway Works

Schedule of Pages and Relevant Publication Dates

Chapter/Series Page Number Publication Date

Contents Chapter I Chapter II

Chapter III

Chapter IV

100

200

300 400

500

600

1 2 3 4 to 7 inclusive 1 to 3 inclusive 1 2 1 2 3 to 12 13 14 to 16 inclusive 17 to 19 inclusive 1 1 to 2 inclusive 3 to 7 inclusive 8 9 to 11 inclusive 12 13 to 15 inclusive 1 2 to 3 inclusive 4 1 to 5 inclusive 1 to 2 and 4 to 8 inclusive 3 1 to 5 inclusive 6 7 to 13 inclusive 14 15 16 to 17 inclusive 18 19 1 2 3 4 to 11 inclusive 12 13 to 14 inclusive 15 to 38 inclusive N1 to N3 inclusive

November 2004 May 2005 November 2004 May 2005 March 1998 March 1998 May 2001 March 1998 May 2001 May 2004 November 2006 May 2005 November 2006 March 1998 March 1998 May 2001 November 2004 May 2001 November 2004 May 2001 May 2001 May 2004 May 2001 May 2001 November 2004 November 2006 May 2001 November 2004 May 2001 May 2005 May 2001 May 2005 May 2001 November 2003 May 2002 May 2001 March 1998 November 2004 May 2002 November 2004 May 2001 May 2002


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700

800 900

1000 1100

1200

1300 1400

1500

1600

1700

1800

1 2 3 4 to 5 inclusive 6 7 to 9 inclusive 10 11 12 to 13 inclusive 14 15 to 18 inclusive ) ) Not taken up ) 1 2 3 4 to 5 inclusive 6 7 to 8 inclusive 1 to 2 inclusive 3 to 5 inclusive 6 to 11 inclusive 1 to 3 inclusive 1 to 2 inclusive 3 4 to 8 inclusive 9 1 to 2 inclusive 3 4 to 7 inclusive 8 to 12 inclusive 1 to 2 inclusive 3 to 6 inclusive 7 8 to 19 inclusive 1 2 3 4 to 11 inclusive 1 2 to 5 inclusive 1 1 2 to 3 inclusive 1 Not taken up 1 to 3 inclusive

May 2001 May 2002 May 2001 May 2002 May 2001 May 2002 May 2001 May 2002 May 2001 May 2002 May 2001

May 2001 November 2004 May 2001 May 2002 May 2001 May 2005 May 2001 March 1998 May 2001 November 2003 May 2001 May 2005 May 2001 May 2005 May 2001 May 2005 February 2003 May 2001 March 1998 May 2001 March 1998 May 2001 May 2004 May 2001 May 2004 May 2001 March 1998 May 2001 May 2003 May 2002 May 2001 March 1998 May 2004 March 1998


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Chapter/Series Page Number Publication Date

2400

2500 2600 2700 3000

5000

1 to 3 inclusive 4

1 to 2 inclusive Not taken up 1 1 to 15 inclusive

1 to 2 inclusive

May 2001 March 1998

May 2001

May 2001 May 2001 May 2003


Ref Item Description Unit Quantity Rate Amount £


Temporary Accommodation

1.01 Erection of offices for the Overseeing Organisation until completion of the works

item 1 -

1.02 Erection of offices and messes for the Contractor until completion of the works

item 1 -

1.03 Erection of stores and workshops for the Contractor until completion of the works

item 1 -

1.04 Servicing of offices for the Overseeing Organisation until completion of the works

item 1 -

1.05 Servicing of offices and messes for the Contractor until completion of the works

item 1 -

1.06 Servicing of stores and workshops for the Contractor until completion of the works

item 1 -

1.07 Dismantling of offices for the Overseeing Organisation until completion of the works

item 1 -

1.08 Dismantling of offices and messes for the Contractor until completion of the works

item 1 -

1.09 Dismantling of stores and workshops for the Contractor until completion of the works

item 1 -

Communication System for the Overseeing Organisation

1.10 Communication System for the Overseeing Organisation as Appendix 1/3 of the Specification

item 1 -

- Page Total carried forward to Summary

Edge Lane West Highway and Environmental Improvement Scheme Volume 3 Bill of Principal Quantities Series 100 / 1



SERIES 100: PRELIMINARIES - continued

Information Board

1.11 Project information board as Appendix 1/21 of the Specification

no. 2 -

Traffic Safety and Management

1.12 Traffic safety and management item 1 -

1.13 Traffic safety and management for landscape and aftercare period

item 1 -

Progress Photographs

1.14 Progress photographs; as Appendix 1/22 of Specification

item 1 -

Supervisory Staff

1.15 Contractor's Supervisory Staff for the duration of the Main Construction Works

item 1 -

1.16 Contractor's Supervisory Staff for the duration of the Defects Correction / Maintenance Period

item 1 -

1.17 Contractor's Supervisory Staff for the duration of the Landscaping and Aftercare Period

item 1 -





SERIES 100: PRELIMINARIES - continued

Summary

100 / 1 - 100 / 2 -

- Page Total carried forward to Grand Summary





Take Up or Down and Set Aside for Re-use or Remove to Store or Tip off Site

2.01 Take up PCC kerbs and remove off site m 2037 -

2.02 Take up pedestrian guardrail and remove to Newton Road Depot

m 13 -

2.03 Take up existing granite kerbs and remove to Newton Road Depot

m 240 -

2.04 Take down and set aside 250mm wide; 1.8m high stone wall next to property No.115

m 40 -

2.05 Demolish 250mm wide; 1.8m high brick wall and metal fence and cart to tip

m 57 -

2.06 Take down 2m high stone wall and set aside for property No. 115. Metal fence and 4 No. gates take down and remove to Newton Road Depot

m 28 -

2.07 Take down 1.3m high stone wall and set aside for property No. 115. Metal fence take down and remove to Newton Road Depot

m 38 -

2.08 Take up PCC flags and remove off site m² 5260 -

2.09 Take up PCC Tactiles and remove off site m² 27 -

2.10 Take up granite setts and remove to Newton Road Depot

m² 27 -

2.11 Take up block paving and remove off site m² 50 -

2.12 Disconnect Lamp Column and remove to Newton Road Depot

no. 22 -

2.13 Disconnect Traffic Signal, remove lamps and pole to Newton Rd Depot

no. 6 -

2.14 Take up PCC bollard and remove off site no. 9 -

2.15 Take down traffic sign and pole and remove to Newton Road Depot

no. 8 -





SERIES 200: SITE CLEARANCE - continued

Take Up or Down and Set Aside for Re-use or Remove to Store or Tip off Site - continued

2.16 Disconnect and take down illuminated sign and pole and remove to Newton Road Depot

no. 1 -

2.17 Demolish 3.2m high brick wall and cart to tip m 40 -

2.18 Demolish 2.9m high brick wall and cart to tip m 24 -

2.19 Demolish 2m high brick wall and cart to tip m 25 -

2.20 Take down and re-use pallisade fence. Re-use as part of relocated school boundary treatment

m 435 -

2.21 Demolish assumed 2m high 140mm thick concrete block wall and cart to tip

m 4 -

2.22 Demolish assumed 2m high 150mm thick concrete retaining wall and cart to tip

m 12 -

2.23 Remove corrugated steel fence to Newton Road Depot

m 68 -

2.24 Remove iron post and rail fence to Newton Road Depot

m 23 -

2.25 Demolish assumed 2.8m high 200mm thick stone wall and cart to tip

m 6 -

2.26 Remove existing tarmac footway and cart to tip m² 723 -

2.27 Remove and set aside for re-use concrete pin kerbs as part of re-aligned pallisade fencing for school

m 309 -

2.28 Existing traffic signal controller to be removed to 2020 Traffic Systems Workshop, Boaler St

no. 3 -

2.29 Existing Haldo pillar to be removed off site once mains supply has been disconnected

no. 2 -

2.30 Existing traffic signal equipment to be removed and cart to tip; incl 3m of existing cabling

no. 10 -

- Page Total carried forward to SummaryEdge Lane West Highway and Environmental Improvement Scheme Volume 3 Bill of Principal Quantities Series 200 / 2




Take Up or Down and Set Aside for Re-use or Remove to Store or Tip off Site - continued

2.31 Existing Pedestrian studs to be removed m 22 -

2.32 Existing Stopline demarcation to be removed m 14 -

2.33 Existing Zig Zag demarcation lines to be removed

m 160 -

2.34 Existing dropped kerbs to be removed off site m 12 -

2.35 Existing lighting column to be removed and stored at Newton Road Depot

no. 43 -

2.36 Existing illuminated bollard to be removed and stored at Newton Road Depot

no. 5 -

2.37 Existing illuminated traffic sign to be removed and stored at Newton Road Depot

no. 19 -

2.38 Existing 6m column to relocated no. 2 -

2.39 Existing 8m column to relocated no. 19 -

2.40 Existing WATC No. 1 Cabinet to be removed off site

no. 2 -

2.41 Existing Pavement Boxes to be removed off site

no. 14 -

2.42 Take up cover and frame to drainage gully and dispose off site

no. 37 -

2.43 Take up, including cutting out, redundant tram track and dispose off site

m 800 -






Demolition of Individual or Groups of Buildings or Structures

Demolition in connection with Highways Works - The following works are to be carried out in accordance with the Demolition Specification. Location as drawing 000041/ELW/200/05/02

2.44 Demolish Block A in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.45 Demolish Block B in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.46 Demolish Block C in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.47 Demolish Block D in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.48 Demolish Block E in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.49 Demolish Block F in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.50 Demolish Block G in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.51 Demolish Block H in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.52 Demolish Block I in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -

2.53 Demolish Block O in accordance with Clause 270AR and Appendix 2/1 of the Specification

item 1 -






Summary

200 / 1 - 200 / 2 - 200 / 3 - 200 / 4 -





SERIES 300: FENCING

Fencing, Gates and Stiles

3.01 Weld mesh fencing 2m above ground; all as Appendix 3/1 to the specification and drawing reference 000041/ELW/300/01

m 810 -

3.02 Access gate within weld mesh fencing; all as Appendix 3/1 to the specification and drawing reference 000041/ELW/300/01

no. 3 -

3.03 Steel hoop fencing; all as Appendix 3/1 to the specification and drawing reference 000041/ELW/300/01

m 1165 -

3.04 Steel hoop detachable fencing; all as Appendix 3/1 to the specification and drawing reference 000041/ELW/300/01

no. 10 -

3.05 Relocate alley gate; all as Appendix 3/1 to the specification and drawing reference 000041/ELW/300/01

no. 1 -






Pedestrian Parapets and Pedestrian Guardrails

4.01 Pedestrian Guardrails all as shown on drawing 00041/ELW/400/01 and as Appendix 4/1 of the Specification; in 0.5m panels

m 5 -


m 15 -


m 142 -

Page Total carried forward to Grand Summary





Drains and Service Ducts (excluding Filter Drains, Narrow Filter Drains and Fin Drains)

5.01 150mm internal diameter pipe in pvc-u or equal and approved on bed Type Z in trench, depth to invert not exceeding 2m, average depth to invert 1.09m

m 682 -

5.02 225mm internal diameter pipe in vitrified clay or equal and approved on bed Type S in trench, depth to invert not exceeding 2m, average depth to invert 1.64m

m 1032 -

5.03 225mm internal diameter pipe in vitrified clay or equal and approved on bed Type S in trench, depth to invert exceeding 2m but not exceeding 4m, average depth to invert 2.55m

m 128 -

5.04 300mm internal diameter vitrified clay extra strength drain on bed Type S in trench, depth to invert not exceeding 2m, average depth to invert 1.61m

m 149 -

5.05 300mm internal diameter vitrified clay extra strength drain on bed Type S in trench, depth to invert exceeding 2m but not exceeding 4m, average depth to invert 2.1m

m 11 -

Connections

5.06 Connection of 150mm diameter pipe to existing 150mm diameter drain or existing piped culvert, depth to invert not exceeding 2m.

no. 3 -

5.07 Connection of 225mm diameter pipe to existing chamber; depth to invert not exceeding 2m

no. 2 -

5.08 Connection of 225mm diameter pipe to existing chamber; depth to invert exceeding 2m but not exceeding 4m

no. 2 -

5.09 Connection of 300mm diameter pipe to existing chamber using standard dropshaft; depth to invert exceeding 2m but not exceeding 4m

no. 1 -





SERIES 500: DRAINAGE & SERVICE DUCTS - continued

Chamber and Gullies

5.10 Precast concrete trapped gully Type G1, with Class D400 captive hinge cover and frame as per drawing 000041/ELW/500/03

no. 131 -

5.11 Chamber 1200mm internal diameter with class D400 cover and frame depth to invert exceeding 1m but not exceeding 2m

no. 23 -

5.12 Chamber 1200mm internal diameter with class D400 cover and frame depth to invert exceeding 2m but not exceeding 3m

no. 1 -

5.13 Chamber 1200mm internal diameter with class D400 cover and frame; depth to invert exceeding 1m but not exceeding 2m; incorporating dropshaft

no. 1 -

5.14 Chamber 1200mm internal diameter with class D400 cover and frame; depth to invert exceeding 2m but not exceeding 3m; incorporating dropshaft

no. 1 -

5.15 Chamber 1200mm internal diameter with class D400 cover and frame; depth to invert exceeding 3m but not exceeding 4m; on existing drain run incorporating dropshaft

no. 1 -

5.16 Chamber 1200mm internal diameter with class D400 cover and frame depth to invert exceeding 3m but not exceeding 4m; on existing drain run incorporating two dropshafts

no. 1 -

5.17 Chamber 1200mm internal diameter with class D400 cover and frame; depth to invert exceeding 4m but not exceeding 5m; on existing drain run incorporating dropshaft

no. 1 -

5.18 Chamber 1200mm internal diameter with class D400 cover and frame depth to invert exceeding 4m but not exceeding 5m; on existing drain run incorporating two dropshafts

no. 1 -

Soft Spots and Other Voids

5.19 Excavation of soft spots and other voids in bottom of trenches, chambers and gullies.

m³ 250 -





Soft Spots and Other Voids - continued

5.20 Filling of soft spots and other voids in bottom of trenches, chambers and gullies with acceptable material class 6F1.

m³ 250 -

Renewal, Raising or Lowering of Covers and Gratings on Existing Chambers and Gullies

5.21 Renewal of existing manhole cover and frame on precast concrete chamber 1200mm diameter with class D400 cover and frame

no. 15 -

5.22 Raising the level of existing manhole cover and frame on precast concrete chamber 1200mm diameter with class D400 cover and frame; not exceeding 150mm

no. 20 -

5.23 Raising the level of existing manhole cover and frame on precast concrete chamber 1200mm diameter with class D400 cover and frame; exceeding 150mm but not exceeding 300mm

no. 10 -

Grouting Up of Existing Drains and Service Ducts

5.24 Grouting up of existing drains, 150mm diameter grouting with 1:10 cement/PFA

m 40 -

5.25 Grouting up existing gullies; grouting with 1:10 cement/PFA

no. 37 -

Excavation in Hard Material

5.26 Extra over excavation for excavation in Hard Material in drainage

m³ 250 -

Cleaning Existing Drainage System

5.27 Cleaning of existing piped drainage system 300mm diameter

m 1000 -

5.28 Cleaning of existing access chambers nr 25 -






Summary

500 / 1 - 500 / 2 - 500 / 3 -






Excavation

6.01 Excavation of unacceptable material Class U1A in cutting and other excavation 0m to 3m in depth.

m³ 9030 -

6.02 Excavation of unacceptable material Class U1B in cutting and other excavation 0m to 3m in depth.

m³ 250 -

Excavation in Hard Material

6.03 Extra over excavation for excavtion in Hard Material in cutting and other excavation.

m³ 3712 -

Deposition of Fill

6.04 Deposition of imported acceptable material; 6F1

m³ 2681 -

Disposal of Material

6.05 Disposal of unacceptable material Class U1A off site.

m³ 9530 -

6.06 Disposal of unacceptable material Class U1B off site.

m³ 250 -

6.07 Disposal of tram track m 800 -

Imported Fill

6.08 Imported acceptable material; 6F1 capping layer

m³ 2931 -

Compaction of Fill

6.09 Compaction of accepted material; 6F1 capping layer

m³ 2681 -





SERIES 600: EARTHWORKS - continued

Soft Spots and Other Voids

6.10 Excavation of soft spots and other voids. m³ 250 -

6.11 Filling of soft spots and other voids. m³ 250 -

Completion of Formation

6.12 Completion of Formation m² 7660 -




SERIES 600: EARTHWORKS - continued

Summary

600 / 1 - 600 / 2 -






Sub-base

7.01 Type 1 sub-base to Clause 803 in carriageway. Minimum CBR = 30%

m3 1768 -

7.02 ST4 concrete sub-base in carriageway to clause 1030

m3 49 -

Pavement

7.03 Dense bitumen macadam base 230mm thick in carriageway to Clause 929

m2 7660 -

7.04 Dense bitumen macadam binder course 65mm thick in carriageway to Clause 929

m2 8219 -

7.05 Thin surface course 35mm thick in carriageway to Clause 942.

m2 16343 -

Regulating Course

7.06 Dense bitumen macadam binder course as regulating course in carriageway

m3 769 -

7.07 Dense bitumen macadam base course as regulating course minimum 80mm in carriageway

m3 69 -

Surface Treatment

7.08 Epoxy resin binder high friction surfacing buff colour in carriageway to clause 924

m2 3995 -

7.09 Epoxy resin binder high friction surfacing grey colour in carriageway to clause 924

m2 273 -

7.10 Epoxy resin binder high friction surfacing red colour in carriageway to clause 924

m2 101 -

7.11 Epoxy resin binder high friction surfacing red colour in carriageway to clause 924; at bus stops

m² 140 -





SERIES 700: PAVEMENTS - Continued

Tack Coat

7.12 Bituminous spray as appendix 7/4 of the specification; at a rate of 0.4 -0.6 litre per square metre

m2 8585 -

Cold Milling

7.13 Milling Pavement 35mm depth. m2 1270 -

7.14 Milling Pavement 100mm depth. m2 4915 -





SERIES 700: PAVEMENTS - Continued

Summary

700 / 1 - 700 / 2 -





SERIES 1100 : KERBS, FOOTWAYS AND PAVED AREAS

Kerbs, Channels, Edgings

11.01 Granite kerbs Type A 300 x 200mm laid straight or curved exceeding 12m radius on 150mm ST4 concrete to 100mm upstand

m 3715 -

11.02 Granite kerbs Type A 300 x 200mm laid curved not exceeding 12m radius on 150mm ST4 concrete to 100mm upstand

m 124 -

11.03 Granite kerbs Type A 300 x 200mm laid curved to complete circle 1.0m radius to base of lighting column on 150mm ST4 concrete to 100mm upstand

no. 10 -

11.04 Precast concrete kerbs Type B half battered 125 x 255mm laid straight or curved exceeding 12m radius on 150mm ST4 bed and Haunch

m 522 -

11.05 Precast concrete kerbs Type B half battered 125 x 255mm laid to curves not exceeding 12m radius on 150mm ST4 bed and Haunch

m 17 -

11.06 Precast concrete Type C square topped edging 150 x 50mm laid straight or curved exceeding 12m radius on 150mm ST4 concrete

m 928 -

11.07 Precast concrete Type C square topped edging 150 x 50mm laid to curves not exceeding 12m radius on 150mm ST4 concrete

m 67 -

11.08 Granite channel Type D 300 x 200mm laid straight or to curves exceeding 12m radius; flush on 150mm ST4 concrete

m 251 -

11.09 Granite channel Type D 300 x 200mm laid to curves not exceeding 6m radius; flush on 150mm ST4 concrete

m 46 -

11.10 Granite channel Type D 300 x 200mm laid to curves not exceeding 3m radius; flush on 150mm ST4 concrete

m 30 -





SERIES 1100 : KERBS, FOOTWAYS AND PAVED AREAS - continued

Kerbs, Channels, Edgings - continued

11.11 Precast concrete bullnose kerb Type E laid flush, upside down 125 x 150mm laid straight or curved exceeding 12m radius on 150mm ST4 concrete bed

m 16 -

11.12 Precast concrete bullnose kerb Type E laid flush, upside down 125 x 150mm laid to curves not exceeding 12m radius on 150mm ST4 concrete bed

m 1 -

11.13 Granite "bus access" kerb on 150mm ST4 concrete

m 56 -

11.14 Granite transition kerb at bus access; in pairs; laid straight or to curves exceeding 12m; on 150mm ST4 concrete

no. 4 -

11.15 Granite transition kerbs; in pairs; laid straight or to curves exceeding 12m radius; on 150mm ST4 concrete

no. 3 -

11.16 Granite transition kerbs; in pairs; 9.0m radius; on 150mm ST4 concrete

no. 9 -


no. 4 -


no. 1 -

11.19 Granite crossover kerb; in complete circle to lighting column base; 1.0m radius; on 150mm ST4 concrete

no. 14 -

11.20 Granite crossover kerb; in pairs; 2m radius; on 150mm ST4 concrete

no. 1 -


no. 9 -


no. 3 -

11.23 Granite quadrant 0.5m radius; on 150mm ST4 concrete

no. 4 -






Footways and Paved Areas

11.24 Paved footway Type A comprising natural coloured PCC paving flags (600 x 450 wide x 63mm thick) on 25mm 3:1 full sand/cement mortar bed on Type 2 granular material 75mm thick. Surface sloping at 10º or less to the horizontal.

m2 10555 -

11.25 Paved footway Type B comprising 450 x 450 x 70mm thick precast concrete red coloured tactile blister paving on 25mm 3:1 sand / cement full mortar bed on 100mm D.O.T. type 2 sub base, surface sloping at 10º or less to the horizontal.

m2 183 -

11.26 Paved footway Type C comprising 400 x 400 x 65mm thick precast concrete buff coloured tactile blister paving on 25mm 3:1 sand / cement full mortar bed on 100mm thick ST4 concrete sub base, surface sloping at 10º or less to the horizontal.

m2 36 -

11.27 Paved footway Type D comprising 200 x 100 x 63mm thick precast concrete red coloured block paving on 50mm sand bedding on Type 2 granular material 75mm thick, surface sloping at 10º or less to the horizontal.

m2 20 -

11.28 Paved footway Type E comprising mild grey granite G654 sawn and flamed paving 150 x 150 x 150mm thick on 50mm 3:1 sand/cement full mortar bed on ST4 concrete 100mm thick, surface sloping at 10º or less to the horizontal.

m2 966 -

11.29 Paved footway Type E comprising mild grey granite G654 sawn and flamed paving 150 x 150 x 150mm thick; to lighting column bases; within 1.0m radius kerb (measured elsewhere) on 50mm 3:1 sand/cement full mortar bed on ST4 concrete 100mm thick, surface sloping at 10º or less to the horizontal.

no. 24 -






Footways and Paved Areas

11.30 Paved footway Type F comprising mild grey granite G654 sawn and flamed paving 250 x 150 x 150mm thick on 15N/mm cement aggregate bed on ST4 concrete 200mm thick, surface sloping at 10º or less to the horizontal.

m2 343 -

11.31 Paved footway Type G comprising 5mm thick resin bonded 1-3mm dark Chinese bauxite on 75mm of 14mm dense bitumen macadam binder on 150mm Type 1 granular sub-base.

m2 2585 -

11.32 Install Silver grey 400 x 200 x 80mm, granite paving slabs; joints to be 2-4mm filled with sand to BS 7533 pt7; laid on 50mm compacted sand to BS 7533 pt7; on terram 1000 membrane on top of 150mm Type 2 sub base

m2 2847 -

11.33 Install Type B Blister paving flags Poppy granite 400 x 400 x 80mm laid on 40mm fine bedding concrete on 40mm DBM layer on 150mm type 2 sub base

m2 36 -





Summary

1100 / 1 - 1100 / 2 - 1100 / 3 - 1100 / 4 -






Permanent Traffic Signs

12.01 Supply and erect road sign Diag 545 in accordance with the Traffic Signs Regulations and General Direction 2002; illuminated

nr 2 -


nr 5 -


nr 2 -


nr 2 -


nr 5 -

12.06 Supply and erect road sign Diag 639 in accordance with the Traffic Signs Regulations and General Direction 2002

nr 24 -

12.07 Supply and erect road sign Diag 642.2A in accordance with the Traffic Signs Regulations and General Direction 2002; illuminated

nr 2 -


nr 2 -


nr 2 -

12.10 Supply and erect road sign Diag 974 in accordance with the Traffic Signs Regulations and General Direction 2002

nr 4 -

12.11 Standard 2.14m steel traffic signal pole; external diameter of 115mm and a minimum internal diameter of 100mm; steel thickness shall be 3.2mm minimum

nr 43 -





SERIES 1200: TRAFFIC SIGNS & ROAD MARKINGS - continued

Road Markings

12.12 Intermittent 1.5m long white marking lines with 1m gaps.

m 251 -

12.13 Intermittent 0.5m long white marking lines with 2.5m gaps.

m 174 -

12.14 Intermittent 0.5m long white marking lines with 0.5m gaps.

m 166 -

12.15 Continuous double yellow lines m 1532 -

12.16 Continuous single yellow line m 922 -

12.17 Intermittent 0.2m white give way lines with 0.1m gaps

m 54 -

12.18 Continuous white 0.25m thick stop lines. m 103 -

12.19 Continuous zig zag 2m lines approaching road crossing; white marking

m 192 -

12.20 Solid hatched area which separates lanes; contains chevrons of varying sizes. Refer to drawing 000041/ELW/1200/01/01 A

m2 208 -

12.21 30m continuous yellow line with 'School (No Parking)' letter marking

nr 1 -

12.22 Bicycle symbol in white line marking. Refer to Diag. No 1001.2 on Drawing 000041/ELW/1200/03/01 B

nr 4 -

12.23 8m Lane separation symbol (straight ahead and right turn arrows) line markings. Refer to drawing 000041/ELW/1200/01/01 A

nr 4 -

12.24 4m straight ahead arrow symbol line markings. Refer to drawing 000041/ELW/1200/01/01 A

nr 8 -

12.25 4m straight ahead and left turn arrow symbol line markings. Refer to drawing 000041/ELW/1200/01/01 A

nr 9 -

12.26 4m right turn arrow symbol line markings. Refer to drawing 000041/ELW/1200/01/01 A

nr 12 -






Traffic Signal Installations

12.27 Permanent traffic signal installations at Marmaduke Street/ Jubilee Drive. Please refer to drawing 000041/ELW/1200/02/04 Rev B.

item 1 -

12.28 Permanent traffic signal installations at Dorothy Street Puffin Crossing. Please refer to drawing 000041/ELW/1200/02/05 Rev A.

item 1 -

12.29 Permanent traffic signal installations at Durning/ Holt Street. Please refer to drawing 000041/ELW/1200/02/06 Rev B.

item 1 -

Permanent Bollards

12.30 Dual aspect Keep Left / Keep Left bollard internally illuminated

no. 8 -






Summary

1200 / 1 - 1200 / 2 - 1200 / 3 -






Lighting Columns

13.01 Provide and install 12m tapered steel column with 1.0m single arm projection bracket, D.W. Windsor Dover Luminaires complete with 250W SonT Lamps CAT. No. DO5SP250S20D(5/25)C.

no. 12 -

13.02 Provide and install 12m twin door parallel shaft steel column with 1.0m single arm projection bracket and spiked finial, D.W. Windsor Dover Luminaires complete with 250W SonT Lamps CAT. No. DO5SP250S20D(5/25)C.

no. 2 -

13.03 Provide and install 12m tapered steel column with 1.0m double arm projection brackets, D.W. Windsor Dover Luminaires complete with 250W SonT Lamps CAT. No.DO5SP250S20D(5/25)C with illuminated finial column

no. 7 -

13.04 Provide and install 12m tapered steel column with 1.0m double arm projection brackets, D.W. Windsor Dover Luminaires complete with 250W SonT Lamps CAT. No.DO5SP250S20D(5/25)C.Complete with illuminated finial and removable banner arms.

no. 7 -

13.05 Provide and install 12m tapered double door steel column with 1.0m double arm projection brackets, D.W. Windsor Dover Luminaires complete with 250W SonT Lamps CAT. No.DO5SP250S20D(5/25)C complete with illuminated laser cut 'Edge Lane' text and an illuminated finial.

no. 3 -

13.06 Provide and install 12m tapered double door steel column with 1.0m double arm projection brackets, D.W. Windsor Dover Luminaires complete with 250W SonT Lamps CAT. No.DO5SP250S20D(5/25)C with illuminated laser cut 'Edge Lane' text and illuminated finial and removable banner arms

no. 3 -





SERIES 1300: ROAD LIGHTING COLUMNS & BRACKETS, CCTV MASTS & CANTILEVER MASTS - continued

Lighting Columns - continued

13.07 Provide and install 12m twin door parallel shaft steel columns with 1.0m double arm projection brackets, D.W. Windsor Dover Luminaires complete with 250W SonT Lamps CAT. No.DO5SP250S20D(5/25)C complete with illuminated finial to be shared use with traffic signals.

no. 4 -

13.08 Provide and install 8m parallel shaft tubular steel column complete with tubular steel single bracket arm of 170mm projection and Urbis Evolo 2 Luminaire complete with 140 W cosmopolis lamp.

no. 9 -

CCTV

13.09 Take up and relocate CCTV mast 10m high no. 2 -

13.10 Provide and install 10m high CCTV mast no. 1 -





SERIES 1300: ROAD LIGHTING COLUMNS & BRACKETS, CCTV MASTS & CANTILEVER MASTS - continued

Summary

1300 / 1 - 1300 / 2 -






Trench for Cable or Duct (Street Lighting)

14.01 Trench for duct exceeding 300mm but not exceeding 450mm wide, depth not exceeding 1.5m in footways.

m 1083 -

14.02 Trench for 100mm dia black duct for Regional Electricity Company service cable, exceeding 300mm but not exceeding 450mm wide, depth not exceeding 1.5m

m 13 -

Cable and Duct (Street Lighting)

14.03 Provide and install 4mm2 PVC/SWA/PVC cable installed in orange 'Street Lighting' duct 50mm dia in footways.

m 240 -

14.04 Provide and install 16mm2 PVC/SWA/PVC cable installed in orange 'Street Lighting' duct 100mm dia in carriageways.

m 92 -

14.05 Provide and install 16mm2 PVC/SWA/PVC cable installed in orange 'Street Lighting' duct 100mm dia in central reservations.

m 751 -

14.06 Provide and install 100mm diameter black duct for Regional Electricity Company service cable.

m 13 -

Cable, Joints and Terminations

14.07 Provide and install single/multiway termination 4mm² 2 core PVC/SWA/PVC electrical cable type 101

no. 12 -


no. 15 -


no. 21 -





SERIES 1400: ELECTRICAL WORK FOR ROAD LIGHTING & TRAFFIC SIGNS - continued

Cable, Joints and Terminations - continued


no. 29 -


no. 2 -

Feeder Pillars

14.12 Provide and install Feeder Pillar Haldo Type 210.

nr 2 -

14.13 Provide and install Feeder Pillar Haldo Type 210; in yellow

nr 4 -





SERIES 1400: ELECTRICAL WORK FOR ROAD LIGHTING & TRAFFIC SIGNS - continued

Summary

1400 / 1 - 1400 / 2 -






In Situ Concrete

17.01 Retaining wall to back of footpath along School Lane including all excavation, backfilling and disposal; Reinforced concrete foundation 750 x 275mm; reinforced concrete core 230mm wide x 1000mm with 80mm recess for brickwork; B1131 Mesh 1.5m high and 1.2m high to the length of the wall; half brick thick facing brickwork 1.0m high and 225mm high pointed one side; 310mm wide PCC coping stone with full width dpc; 2 coats of liquid waterproofer to surfaces below ground

m 58.0 -






Works for Statutory Undertakers

Trench for Cable or Duct

27.01 Trench for duct not exceeding 300mm wide; depth not exceeding 1.5m; in footways

m 2267 -

27.02 Trench for duct exceeding 300mm but not exceeding 450mm wide; depth not exceeding 1.5m; in footways

m 2055 -

27.03 Trench for duct exceeding 450mm but not exceeding 600mm wide; depth not exceeding 1.5m; in carriageways

m 249 -

Cable and Duct

27.04 Provide and install 1 no. 50mm diameter 5mm thick walled medium density smooth bore polyethylene duct in existing trench depth not exceeding 1.5m

m 50 -


m 2194 -


m 1078 -


m 834 -


m 415 -






Accommodation Works


27.09 1500mm high brick dwarf wall and railings. Refer to Wall Type A Detail A on Drawing 000041/ELW/100/04/02 Rev A. Walls are 450mm below ground, on an 800mm wide, 300mm deep concrete footing.

m 153 -

27.10 2500mm high Ibstock Cheshire brick wall. Refer to Wall Type B Detail C on Drawing 000041/ELW/100/04/02 Rev A. Walls are 450mm below ground, on an 800mm wide, 300mm deep concrete footing.

m 181 -

27.11 1500mm rendered dwarf wall and railings. Refer to Wall Type C Detail A on Drawing 000041/ELW/100/04/04 Rev A. Walls are 450mm below ground, on an 800mm wide, 300mm deep concrete footing.

m 69 -

27.12 1500mm stone wall using stone previously set aside and railings as Wall Type A; Detail A on Drawing 000041/ELW/100/04/04 Rev A; Walls are 450mm below ground, on an 800mm wide, 300mm deep concrete footing.

m 52 -

27.13 1500mm brick dwarf wall and railings; Wall type E; Walls are 450mm below ground, on an 800mm wide, 300mm deep concrete footing.

m 51 -

27.14 Close boarded timber fence 2m high m 58 -

27.15 Steel hoop fencing; all as Appendix 3/1 to the specification and drawing reference 000041/ELW/300/01

m 72 -

27.16 Steel hoop detachable fencing; all as Appendix 3/1 to the specification and drawing reference 000041/ELW/300/01

no. 1 -





SERIES 2700: ACCOMMODATION WORKS, WORKS FOR STATUTORY UNDERTAKERS, PROVISIONAL SUMS & PRIME COST ITEMS - continued

Accommodation Works - continued


27.17 Galvanised steel gate as per Detail C on drawing 100/04/02 no. 6

-

27.18 1700mm high, 500mm wide, 440mm thick brick gate pillars; pillars are 500mm below ground on 1m square footing

no. 24 -

Remove from Store and Re-erect Fencing, Gates and Stiles

27.19 Remove from store and re-erect galvanised steel gate as per Detail C on drawing 100/04/02

no. 4 -

27.20 Remove from store and re-erect 2.4 m high Pallisade fencing

m 189 -






Provisional Sums

27.21 Allow the Provisional Sum of £45,000 for soft landscaping at School Lane

item 1 45,000.00 45,000.00

27.22 Allow the Provisional Sum of £20,000 for 3 no. Automated Sliding Security Gates

item 1 20,000.00 20,000.00

27.23 Allow the Provisional Sum of £300,000 for Ground Remediation Works at the site of the former Petrol Station

item 1 300,000.00 300,000.00

27.24 Allow the Provisional Sum of £80,000 for a Layby and drop off area at the school

item 1 80,000.00 80,000.00

445,000.00 Page Total carried forward to Summary





Summary

2700 / 1 - 2700 / 2 - 2700 / 3 - 2700 / 4 445,000.00

445,000.00 Page Total carried forward to Grand Summary





Seeding and Turfing

30.01 100mm thick MOT type 1 sub base m² 14871 -

30.02 100mm thick topsoil m² 14871 -

30.03 Grass Seeding; Seed from British Seed Houses, mixture reference A18; 20g/m²; pre-emergent herbicide

m² 14871 -

30.04 Extra over seeding for turf adjacent to pavements; 750mm wide

m 1165 -

Planting

30.05 Carpinus betulas "Frans Fontaine"; 25 - 30cm girth; in 2.0m wide continuous trench; to include all excavation and disposal; 150mm free draining gravel at base; trench to be part lined with root barrier fabric; back fill material to be Amsterdam tree soil/sand; root aeration and feed pipe and tree anchoring system to each tree

no. 19 -

30.06 Ulmus Lobel; 25 - 30cm girth; in 2.0m wide continuous trench; to include all excavation and disposal; 150mm free draining gravel at base; trench to be part lined with root barrier fabric; back fill material to be Amsterdam tree soil/sand; root aeration and feed pipe and tree anchoring system to each tree

no. 61 -

30.07 Acer campestre "Elsrijk"; 25 - 30cm girth; in 2.0m wide continuous trench; to include all excavation and disposal; 150mm free draining gravel at base; trench to be part lined with root barrier fabric; back fill material to be Amsterdam tree soil/sand; root aeration and feed pipe and tree anchoring system to each tree

no. 5 -





SERIES 3000: LANDSCAPE & ECOLOGY- continued

Planting - continued

30.08 Liriodendron tulipifera "fastigiatum"; 25 - 30cm girth; in 2.0m wide continuous trench; to include all excavation and disposal; 150mm free draining gravel at base; trench to be part lined with root barrier fabric; back fill material to be Amsterdam tree soil/sand; root aeration and feed pipe and tree anchoring system to each tree

no. 4 -

30.09 Galvanised steel trays 2.0m x 2.0m; Arboslot or equal and approved; 40mm deep drilled to aid free drainage and filled with resin bound gravel infill; porous and breathable resin bound gravel adjacent to tree; resting on 150 x 125mm ST4 concrete support

no. 5 -

30.10 Galvanised steel trays 2.0m x 2.0m with offset centre; Arboslot or equal and approved; 40mm deep drilled to aid free drainage and filled with resin bound gravel infill; porous and breathable resin bound gravel adjacent to tree; resting on 150 x 125mm ST4 concrete support

no. 61 -

30.11 Galvanised steel trays 1.5m x 1.2m with offset centre; Arboslot or equal and approved; 40mm deep drilled to aid free drainage and filled with resin bound gravel infill; porous and breathable resin bound gravel adjacent to tree; resting on 150 x 125mm ST4 concrete support

no. 19 -





SERIES 3000: LANDSCAPE & ECOLOGY- continued

Summary

3000 / 1 - 3000 / 2 -



Edge Lane West Highway and Environmental Improvement Scheme Instructions for Tendering

GRAND SUMMARY Page Total

100 / 1 -

200 / 5 -

300 / 1 -

400 / 1 -

500 / 4 -

600 / 3 -

700 / 3 -

1100 / 5 -

1200 / 4 -

1300 / 3 -

1400 / 3 -

1700 / 1 -

2700 / 5 445,000.00

3000 / 3 -

445,000.00







GRAND TOTAL



SERIES 300: FENCING





SERIES 1100: KERBS, FOOTWAYS & PAVED AREAS

CONSTRUCTION RISK SCHEDULE

Edge Lane West Highway and Environmental Improvement Scheme Volume 3 Bill of Principal Quantities G.S