part 2: pricing data - national treasury. part c2... · part 2: pricing data document reference...

TRANSNET PIPELINESTENDER NUMBER: PYP/W1/6/21/1646DESCRIPTION OF THE WORKS: CONSTRUCTION OF THE FIRE PROTECTION SYSTEM UPGRADE FOR THEFUEL HANDLING AREAS OF THE TARLTON DEPOT AND IRP REFRACTIONATOR ONLY INCLUSIVE OFDEMOLITION, CIVIL, STRUCTURAL, BUILDING, MECHANICAL, ELECTRICAL, INSTRUMENTATION AND CONTROLSYSTEM SUPPLY, INSTALLATION AND COMMISSIONING

Contract PAGE 1 Part C2: Pricing DataPRO-FAT-0216 Rev02 Part C2.1: Pricing Instructions ECC Option B

PART 2: PRICING DATA

Documentreference

Title No ofpages

C2.1 Pricing instructions: Option B 3

C2.2 The bill of quantities 48


Contract PAGE 1 C2.1Part C2: Pricing Data Pricing instructions ECC3 Option B

C2.1 Pricing instructions: Option B

1. The conditions of contract

1.1. How the contract prices work and assesses it for progress paymentsClause 11 in NEC3 Engineering and Construction Contract, June 2005 (ECC3) Option B states:

Identified anddefined terms

1111.2 (21) The Bill of Quantities is the bill of quantities as changed in accordance

with this contract to accommodate implemented compensation events and foraccepted quotations for acceleration.(22) Defined Cost is the cost of the components in the Shorter Schedule ofCost Components whether work is subcontracted or not excluding the cost ofpreparing quotations for compensation events.(28) The Price for Work Done to Date is the total of the quantity of the work which the Contractor has completed for each item

in the Bill of Quantities multiplied by the rate and a proportion of each lump sum which is the proportion of the work covered

by the item which the Contractor has completed.

Completed work is work without Defects which would either delay or becovered by immediately following work.

(31) The Prices are the lump sums and the amounts obtained by multiplyingthe rates by the quantities for the items in the Bill of Quantities.

This confirms that Option B is a re-measurement contract and the bill comprises only items measured usingquantities and rates or stated as lump sums. Value related items are not used. Time related items are itemsmeasured using rates where the rate is a unit of time.

1.2. Function of the Bill of QuantitiesClause 55.1 in Option B states, “Information in the Bill of Quantities is not Works Information or SiteInformation”. This confirms that instructions to do work or how it is to be done are not included in the Bill, butin the Works Information. This is further confirmed by Clause 20.1 which states, “The Contractor Providesthe Works in accordance with the Works Information”. Hence the Contractor does not Provide the Works inaccordance with the Bill of Quantities. The Bill of Quantities is only a pricing document.

1.3. Guidance before pricing and measuringEmployers preparing tenders or contract documents, and tendering contractors are advised to consult thesections dealing with the bill of quantities in the NEC3 Engineering and Construction Contract (June 2005)Guidance Notes before preparing the bill of quantities or before entering rates and lump sums into the bill.

Historically bill of quantities based contracts in South Africa have been influenced by the differentapproaches of the civil engineering and building sectors of the industry through their respective disciplinebased standard forms of contract and methods of measurement. This is particularly apparent in theapproach to the Preliminary and General bill. On the other hand, because ECC3 caters for a number ofdisciplines in the same contract, including electrical works, a different approach not currently found in localmethods of measurement to the Preliminary & General bill items may have been used.



The NEC approach to the P & G bill assumes use will be made of method related charges for Equipmentapplied to Providing the Works based on durations shown in the Accepted Programme, fixed charges forthe use of Equipment that is required throughout the construction phase, time related charges for peopleworking in a supervisory capacity for the period required, and lump sum charges for other facilities orservices not directly related to performing work items typically included in other parts of the bill.

2. Measurement and payment

2.1. Symbols

The units of measurement described in the Bill of Quantities are metric units abbreviated as follows:

Abbreviation Unit% percenth hourha hectarekg kilogramkl kilolitrekm kilometrekm-pass kilometre-passkPa kilopascalkW kilowattl litrem metremm millimetrem2 square metrem2-pass square metre passm3 cubic metrem3-km cubic metre-kilometreMN meganewtonMN.m meganewton-metreMPa megapascalNo. numberProv sum1 provisional sumPC-sum prime cost sumR/only Rate onlysum Lump sumt ton (1000kg)W/day Work day

1 Provisional Sums should not be used unless absolutely unavoidable. Rather include specifications andassociated bill items for the most likely scope of work, and then change later using the compensationevent procedure if necessary. This is because tenderers cannot programme effectively for unknownscopes of work



2.2. General assumptions

2.2.1. Unless otherwise stated, items are measured net in accordance with the drawings, and noallowance has been made in the quantities for waste.

2.2.2. The Prices and rates stated for each item in the Bill of Quantities shall be treated as being fullyinclusive of all work, risks, liabilities, obligations, overheads, profit and everything necessary asincurred or required by the Contractor in carrying out or providing that item.

2.2.3. Clause 63.13 in Option B provides that these rates and Prices may be used as a basis forassessment of compensation events instead of Defined Cost.

2.2.4. Where this contract requires detailed drawings, designs or other information to be provided, andno rates or prices are included in the bill specifically for such matters, then the Contractor isdeemed to have allowed for all costs associated with such requirements within the tenderedrates and Prices in the Bill of Quantities.

2.2.5. An item against which no Price is entered will be treated as covered by other Prices or rates inthe bill of quantities. If a number of items are grouped together for pricing purposes, this will betreated as a single lump sum.

2.2.6. The quantities contained in the Bill of Quantities may not be final and do not necessarilyrepresent the actual amount of work to be done. The quantities of work assessed and certifiedfor payment by the Project Manager at each assessment date will be used for determiningpayments due and not the quantities given in the Bill of Quantities.

2.2.7. The short descriptions of the items of payment given in the bill of quantities are only for thepurposes of identifying the items. More detail regarding the extent of the work entailed undereach item is provided in the Works Information.

2.3. Amplification of or assumptions about measurement itemsFor the avoidance of doubt the following is provided to assist in the interpretation of descriptions given inthe method of measurement. In the event of any ambiguity or inconsistency between the statements inthe method of measurement and this section, the interpretation given in this section shall be used.


Contract PAGE 1 Part C2: Pricing DataPRO-FAT-0216 Rev02 C2.2: Bill of quantities

C2.2 the bill of quantities

Use this page as a summary page or as a cover page to the bill of quantities.

Transnet PipelinesTender number: PYP/W1/6/21/1464Description of the Works: Tarlton Fire System Upgrade

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

BILL NO. 1 - PRELIMINARY AND GENERAL ITEMS

NOTES

This Bill of Quantities of measured in accordance with the StandardSystem of Measuring Building Work 2013 (Sixth Edition, Second Revision)unless noted otherwise in these Bills of Quantities.

The agreement is to be the NEC 3, June 2005, and other contractdocuments that together form the contract between the employer andcontractor

The preliminaries are to be based on the NEC3 contract and shall bedeemed to be incorporated herein

Tenderers are referred to the abovementioned documents for the fullintent and meaning of each clause thereof (hereinafter referred to byheading and clause number only) for which such allowance must bemade as may be considered necessary

Where standard clauses or alternatives are not entirely applicable to thiscontract such modifications, corrections or supplements as will apply aregiven under each relevant clause heading

Where any item is not relevant to this specific contract such item ismarked N/A (signifying "not applicable")

1.1 Fixed Charge Items

1.1.1 Contractual Requirements Sum

1.1.2 Project Manager/Supervisor site facilities Sum

1.1.3 Offices and storage sheds Sum

1.1.4 Site notice board Sum

1.1.5 Workshops Sum

1.1.6 Laboratories Sum

1.1.7 Ablution and latrine facilities Sum

1.1.8 Tools and equipment Sum

1.1.9 Water supplies, electric power and communications Sum

1.1.10 Dealing with water (Sub clause 5.5 SABS 1200 A-1986) Sum

1.1.11 Access (Sub clause 5.8 SABS 1200 A-1986) Sum

1.1.12 Plant Sum

1.1.13 Temporary Fencing and Access Control Sum

1.1.14 Remove Contractor's Site establishment on completion Sum

1.1.15 Reinstatement of Laydown Area to Existing Condition Sum

Carried forward

NEC3 CONTRACTC2.2: BILL OF QUANTITIES Page 1 of 93 C1: AGREEMENT AND CONTRACT DATA



Brought forward

1.1.16 Environmental Sum

1.1.17 Other fixed-charge obligations Sum

1.2 Time Related Items

1.2.1 Contractual Requirements Sum

1.2.2 Offices and storage sheds Sum

1.2.3 Project Manager/Supervisor site facilities Sum

1.2.4 Workshops Sum

1.2.5 Laboratories Sum

1.2.6 Ablution and latrine facilities Sum

1.2.7 Tools and equipment Sum

1.2.8 Water supplies, electric power and communications Sum

1.2.9 Dealing with water (Sub clause 5.5) Sum

1.2.10 Access (Sub clause 5.8) Sum

1.2.11 Plant Sum

1.2.12 Temporary fencing and access control Sum

1.2.13 Reinstatement of laydown area to existing condition Sum

1.2.14 Supervision Sum

1.2.15 Company and head office overhead costs Sum

1.2.16 Environmental Sum

1.2.17 Other time-related obligations Sum

Daywork

Labourer Hr Rate only

Unskilled Labourer Hr Rate only

Semi-skilled Labourer Hr Rate only

Artisan Hr Rate only

Foreman / Supervision Hr Rate only



ITEM DESCRIPTION UNIT QTY RATE AMOUNTTOTAL CARRIED TO SUMMARY




BILL NO. 2 - EARTHWORKS

NOTE: Tenderers are required to study the Model Preambles forTrades before pricing this Bill

Note

GENERAL NOTES TO TENDERERS

Tenderers are to inspect the drawings issued with these Bills ofQuantities and to satisfy themselves as to the nature and therequirements of the Contract works. Failure to do so will be thecomplete responsibility of the Tenderer and no claims whatsoever will beentertained in this regard

Note

Tenderers are to read the descriptions, which are intended as a means ofidentifying various facets of the work, in conjunction with the drawings.Tenderers shall allow for all costs in connection with the various itemstaking full cognisance of both the drawings and the Bills of Quantities

Note

Tenderers shall notify the Quantity Surveyor in writing of anydiscrepancies encountered upon which clarification will be given by theQuantity Surveyor in writing to the Tenderer. Failure to do so will be thecomplete responsibility of the Tenderer and no claims whatsoever will beentertained in this regard

Note

Tenderers are to note that setting out of the works will be the completeresponsibility of the Tenderer and they should therefore acquaintthemselves with the site boundaries, site co-ordinates, datum levels etc.Failure to do so will be the complete responsibility of the Tenderer andno claims whatsoever will be entertained in this regard

GENERAL Note

Note: The cost for prescribed density tests on filling and sending them toan approved laboratory for testing and pay all charges in connectiontherewith, shall be allowed for in the compaction and filling rates

Note

Note: Due to the nature of the site, All Excavation to Trenches and Holesshall be by hand unless noted otherwise. Excavation shall be paid forbased on actual quantity of material excavated, taking into account asafe angle of repose.

Note

Note: Excavation to Pipe Trenches shall be measured in accordance withSANS 1200

Note

Note: As far as possible excavation shall be battered to a safe angle, andthe excavation Volume in batters shall be measured as extra over, as perthe depth categories above, this angle of repose shall be based on thesoil stability. Where obstructions or excavations close to existingstructures or roads necessitate shoring, this shall be approved by theEngineer

Note

Note: The Entire site is deemed freehaul Distance, a stockpile area withinthe site, or immediately adjacent to the site shall be made available tothe contractor for temporary stockpiling of material, etc, all excavationrates shall include for handling of material to the stockpile, whereintended for re-use as filling on site shall include for loading andtransport from stockpile to the designated work areas

Note



ITEM DESCRIPTION UNIT QTY RATE AMOUNTIf the contractor considers that any of the excavations are more difficultin nature than excavations in "earth", he shall immediately notify theEngineer and quantity surveyor in writing. If the contractor fails to makesuch notification, the excavations shall be deemed to be in "earth" andshall be measured, and valued, accordingly

Note

The contractor shall protect the excavations from the ingress of water.Any water which occurs in the excavations, whether as a result ofseepage, rain, or other causes, shall immediately be removed by baling,pumping, or other approved means

Note

Note: Prior to backfilling sections of pipe, a pressure test carried out forthat section of pipe shall be submitted to the Engineer for BackfillingRelease. No payment for backfilling shall be made until this is submitted.

Note

2.1 DEMOLITION AND SITE CLEARANCE

2.1.1 Demolition of premix surfacing

2.1.1.1 Sawcut into Premix Surfacing 50mm deep m 741

2.1.1.2 Demolition and removal of Premix Surfacing 50mm thick, remove anddispose from site to a dumping site located by the contractor includingall charges

m2 1 228

2.1.2 Demolition of Concrete

2.1.2.1 Sawcut 200-250mm deep into Concrete for demolition m 110

2.1.2.2 Demolition of 200-250mm Concrete, Including Carting off site to a dumpsite located by the Contractor, Including all Charges

m3 28

2.1.3 Removal of Existing Above Ground Fire Reticulation

2.1.3.1 Removal of Existing above ground Fire Reticulation Systems once NewFire System has been Commissioned and handed over to operations

Sum 1

2.1.3.2 Strip out Existing Pump House Building and Set Aside Equipment for useby Client. (See attached photographs for a general idea of whatequipment is to be set aside).

Sum 1

2.1.4 Demolition of Buildings

2.1.4.1 Demolition of Existing Pump House Building, Including Disposal off Siteto a Dumping Site Located by the Contractor, including all Charges.(Concrete/brick structure ± 124m², half double storey, concrete slabroof. See attached photographs).

Sum 1

2.1.5 Removal of Existing Dam Lining

2.1.5.1 Removal of Existing Plastic Dam Lining, Including Disposal off Site to aDumping Site Located by the Contractor, including all Charges

m2 1 350

2.1.6 Fencing & barricading

2.1.6.1 Option 1 - 1.8m high hoarding comprising 150mm diameter x 2.4m highgumpoles @ 2.4m centres including 500 × 500 × 600mm deep concretefoundation and covered with and including IBR sheeting

m 200

Carried forward




Brought forward

2.1.6.2 Option 2 - 1.8m high hoarding comprising 150mm diameter x 2.4m highgumpoles @ 2.4 centres including 500 × 500 × 600mm deep concretefoundation and covered with and including bonnex mesh wire fencingwith shade cloth

m 200

2.2 EXCAVATION, FILLING, ETC

2.2.1 Excavate in compacted pickable material as defined not exceeding 2 mdeep below reduced or filled up ground level and deposit on site wheredirected - Machine Excavation

2.2.1.1 Bulk Excavation (No Interim Stockpiling, ie Cut to Spoil) m3 3 193

2.2.1.2 Bulk Excavation m3 1 320

2.2.1.3 Reduce Levels in Roadways m3 369

2.2.1.4 Holes (Bases, etc) m3 637

2.2.1.5 Trenches (Strip footings, ground beams, etc) m3 136

2.2.2 Excavate in compacted pickable material as defined exceeding 2 m andnot exceeding 4m deep below reduced or filled up ground level, anddeposit on site where directed - Machine Excavation

2.2.2.1 Bulk Excavation (No Interim Stockpiling, ie Cut to Spoil) m3 845

2.2.2.2 Bulk Excavation m3 420

2.2.2.3 Holes (Bases, etc) m3 155

2.2.2.4 Trenches (Stip footings, ground beams, etc) m3 25

2.2.3 Excavation for Pipe Trenches - Excavation measured net, Batteringmeasured elsewhere as extra over - Hand Excavation

2.2.3.1 0 - 1 m deep m3 4 646

2.2.3.2 1 - 2 m deep m3 1 821

2.2.3.3 2 - 3 m deep m3 24

2.2.4 Extra Over Pipe Trench Excavation for Battering of sides to a slope asagreed by the engineer - Hand Excavation

2.2.4.1 0 - 1 m deep m3 2 948

2.2.4.2 1 - 2 m deep m3 251

2.2.4.3 2 - 3 m deep m3 2

2.3 WORKING SPACE EXCAVATIONS

2.3.1 Back excavation of vertical sides of excavation in earth for working space,including backfilling compacted to 93% Mod AASHTO density

Carried forward




Brought forward

2.3.1.1 Exceeding 500mm and not exceeding 1500mm deep for placing andremoving formwork to walls etc. 500mm away from excavated face

m2 524

2.3.1.2 Exceeding 1500mm and not exceeding 3000mm deep for placing andremoving formwork to walls etc. 500mm away from excavated face

m2 132

2.4 EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER

2.4.1 Extra over trench and hole excavations in earth for excavation in Rock bymeans of:

2.4.1.1 Compressors - m3 550

2.4.1.2 Establishment (for Compressor) No 14

2.4.1.3 Daily Standby Rate (for Compressor) days 33

2.4.1.4 TLB, Small Excavator Access - m3 550

2.4.1.5 Establishment (for TLB, Small Excavator Access) No 14

2.4.1.6 Daily Standby Rate (for TLB, Small Excavator Access) days 33

2.4.1.7 20t Excavator Access - m3 550

2.4.1.8 Establishment (for 20t Excavator Access) No 14

2.4.1.9 Daily Standby Rate (for 20t Excavator Access) days 33

2.4.2 Extra over all excavations for carting away

2.4.2.1 Surplus material from excavations and/or stock piles on site to adumping site to be located by the contractor

m3 10 483

2.4.3 Risk of collapse of excavations

2.4.3.1 Sides of trench and hole excavations not exceeding 1,5m deep m2 524

Sides of trench and hole excavations exceeding 1,5m. m2 132

2.4.4 Keeping excavations free of water

2.4.4.1 Keeping excavations free of water Item 1

2.5 FILLING ETC

2.5.1 Earth filling obtained from the excavations and/or prescribed stock pileson site, compacted to 93% Mod AASHTO density

2.5.1.1 Backfilling to trenches, holes, etc m3 6 523

2.5.2 G2 Crusher Run Earth filling supplied by the contractor, compacted to98% Mod AASHTO density

Carried forward




Brought forward

2.5.2.1 Under floors, steps, pavings, etc and roadworks m3 260

2.5.3 G5 Earth filling supplied by the contractor, compacted to 95% ModAASHTO density

2.5.3.1 Under floors, steps, pavings, etc m3 5 144

2.5.3.2 Extra over 2.5.3.1 for cement stabilisation to C4 m3 280

2.5.3.3 Extra over 2.5.3.2 for cement provision t 24





2.5.6 Compaction of surfaces

2.5.6.1 Compaction of ground surface under floors, steps, pavings, etc includingscarifying for a depth of 150mm, breaking down oversize material,adding suitable material where necessary and compacting to 95% ModAASHTO density

m2 2 153

2.5.7 Prescribed density tests on filling

2.5.7.1 Modified AASHTO Density test as requested by Engineer No 110

2.6 BEDDING TO PIPE TRENCHES

2.6.1 Placing and finish to level bedding available from trench excavationswithin freehaul distance

2.6.1.1 Selected Material approved by Engineer m3 1 665

2.6.2 Placing and finish to level bedding imported from Commercial sources

2.6.2.1 Selected granular material for Bedding and Blanket (River sand) m3 3 345

2.6.2.2 Dust free 19mm stone aggregate m3 500

2.7 PREMIX, KERBING, AND STONE CHIP SURFACING

2.7.1 Premix

2.7.1.1 40mm Premix Surfacing to Roads, Including Prime Coat m2 1 515

2.7.2 Kerbing and Channelling

2.7.2.1 Kerb (SABS 927 fig. 6) 125 x 230mm high with 150 x 150 x 200mmconcrete haunching at back of each joint and bedding, includingexcavation, backfilling, etc

m 784

Carried forward




Brought forward

2.7.3 Stone Chip Surfacings

2.7.3.1 26mm Stone Chip Surfacing 75mm thick m2 14 126

2.7.4 Paving

2.7.4.1 Carefully remove 80mm interlocking concrete pavers for re-instatementlater

m2 20

2.7.4.2 Re-install 80mm interlocking concrete pavers previously removed, withopen joints on, and including, 25mm thick river sand bed with sand andcement mixture swept into joints, hosed down and pointed with slightlykeyed joints, including preparation of ground, or filling

m2 20

2.7.4.3 Supply and install 80mm interlocking pavers to match existing, with openjoints on, and including, 25mm thick river sand bed with sand andcement mixture swept into joints, hosed down and pointed with slightlykeyed joints, including preparation of ground, or filling

m2 20

2.8 SOIL POISONING

2.8.1 Soil insecticide

2.8.1.1 Under floors etc including forming and poisoning shallow furrows againstfoundation walls etc, filling in furrows and ramming

m2 2 153

2.8.1.2 To bottoms and sides of trenches etc m2 3 335




BILL NO. 3 - LATERAL SUPPORT


Note


General notes, described in "BILL NO. 2 - EARTHWORKS", shall equallyapply to this Bill

Note

3.1 PLANKING, STRUTTING AND SHORING, ETC.

Note: Where agreed with the Supervisor, Shoring shall be installed.Shoring shall be designed and comply with all statutory requirements.The Shoring method shall be provided by the Contractor as part of thetender, taking into account that unknown services could be located up toa depth of 2.5m and the number of Pipes to be installed within a trench,Shoring shall be measured as the vertical surface area of trench side wallsupported, according to the total depth category, for example a trenchthat is 100m long, 2m deep shall have a surface area of shoring of400m2 (100m x 2m x 2 sides), should both sides of the trench wallrequire support

Note

3.1.1 Design, Supply and Install Shoring to Trench Excavations, with TrenchWidth less than 5m , where Battering of Trench Excavations is notPossible

3.1.1.1 0 - 1 m deep m2 20

3.1.1.2 1 - 2 m deep m2 3 069

3.1.1.3 2 - 3 m deep m2 92

3.1.2 Design, Supply and Install Sheet Piling to prevent undermining of existingstructures

3.1.2.1 2 - 3 m deep (Excavated face depth) m 55




BILL NO. 4 - PILING


Note



Note

4.1 SUPPLEMENTARY PREAMBLES

INDEMNITY

The Contractor shall take full responsibility for piling work and shallguarantee that piling work will support the calculated loads laid down bythe Engineer without injurious settlement. The actual lengths of pilesshall be determined on site by the Contractor in consultation with theEngineer who will give all assistance possible. This does not in any wayrelieve the Contractor of his responsibility or obligation to provide thespecified guarantee

The Contractor shall indemnify the Employer against any injury to ordeath of any person and all loss or damage to all structures resultingfrom the failure of any pile. In the event of the failure of any pile theContractor shall make good such pile and all consequent damage at hisown expense

The Contractor shall insure in a policy, approved by the Engineer, againstrisks arising out of the responsibilities, guarantee and indemnitiesspecified. The Contractor shall pay all premiums in respect of thisinsurance policy

4.2 PILING, ETC.

4.2.1 Guarantee and Insurance

4.2.1.1 Provision of the specified piling guarantee and insurance Sum

4.2.2 Design, Supply and Install Piling Complete

4.2.2.1 Installation of 500kN Piles, average 7.5m deep, Including Establishment,Drilling, Grouting, etc.

m 545

4.2.2.2 Trim Back Piles to Expose Rebar, including 50mm Sawcut to preventspalling

m3 21

4.2.3 Testing

4.2.3.1 Transporting and establishment on site of necessary testing plant for theexecution of the work and removal thereof on completion

Sum 1

4.2.3.2 Integrity Testing of Piles m 545




BILL NO. 5 - CONCRETE, FORMWORK AND REINFORCEMENT


Note



Note

5.1 SUPPLEMENTARY PREAMBLES

Cost of tests

The costs of making, storing and testing of concrete test cubes asrequired under clause 7 "Tests" of SABS 1200 G shall include the cost ofproviding cube moulds necessary for the purpose, for testing costs andfor submitting reports on the tests to the engineer. The testing shall beundertaken by an independent firm or institution nominated by thecontractor and to the approval of the engineer. (The cost of the testcubes are to be included in the concrete rates)

5.2 UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

5.2.1 10MPa/19mm concrete

5.2.1.1 Surface blinding under footings and bases m3 64

5.3 REINFORCED CONCRETE

5.3.1 30MPa/19mm concrete (350kg/m3 Cement Content)

5.3.1.1 Bases m3 481

5.3.1.2 Thrust Blocks m3 299

5.3.1.3 Raft Slabs m3 275

5.3.1.4 Ground beams / footings m3 157

5.3.1.5 Walls m3 301

5.3.1.6 Bund Walls m3 2

5.3.1.7 Plinths m3 18

5.3.1.8 Slabs, Including Beams m3 90

5.4 CONCRETE SUNDRIES

5.4.1 Finishing top surfaces of concrete smooth with a power float

5.4.1.1 Surface beds, slabs, etc m2 20

5.4.2 Finishing top surfaces of concrete smooth with a steel trowel

5.4.2.1 Tops of Surface beds, slabs m2 1 626

5.4.2.2 Tops of columns & plinths m2 20

Carried forward




Brought forward

5.4.3 1:3 cement Screed

5.4.3.1 Screeds to Falls, Average 75mm thick m2 16

5.4.4 40 MPa non-shrink grout

5.4.4.1 Non shrink cementitious grout prostruct 531 or similar approved forbedding base plate including chamfered edges all round

m3 2

5.4.5 Asphalt Layer to Tank Base

5.4.5.1 50mm continuously graded asphalt layer to Tank including Prime Coat m2 236

5.5 SMOOTH FORMWORK (DEGREE OF ACCURACY 1)

5.5.1 Smooth formwork to sides

5.5.1.1 Bases m2 299

5.5.1.2 Thrust Blocks, including fitting around pipes, etc m2 1 257

5.5.1.3 Circular Groundbeams, exceeding 1m radius m2 136

5.5.1.4 Walls m2 2 807

5.5.1.5 Plinths m2 63

5.5.1.6 Circular Plinths m2 11

5.5.1.7 Edges, risers, ends and reveals not exceeding 300mm high or wide m 1 021

5.5.2 Smooth formwork to soffits

5.5.2.1 Slabs propped up exceeding 3,5m and not exceeding 5m high m2 404

5.5.2.2 Slabs propped up exceeding 5m and not exceeding 6,5m high m2 20

5.5.3 Boxing in smooth formwork to form

5.5.3.1 25 x 25mm chamfers to all exposed concrete edges m 1 117

5.5.3.2 60 x 100mm chamfers m 851

5.5.4 Smooth formwork to form

5.5.4.1 50 x 50 x 100mm Deep pockets No 739

5.6 MOVEMENT JOINTS ETC

5.6.1 Expansion joints with bitumen-impregnated softboard between verticalconcrete surfaces

5.6.1.1 10mm Joints not exceeding 300mm high or wide m 80

5.6.2 Saw cut joints

Carried forward




Brought forward

5.6.2.1 50 x 3mm Saw cut joints in top of concrete, reamed out to 6 x 6mm m 101

5.7 CAST IN ITEMS

5.7.1 Hot Dipped Galvanised Mild Steel

5.7.1.1 100mm x 12mm thick Bearing plate with 20mm dia grout breather holesdrilled at 800mm centres, including 100 x 30 x 6mm fishtail lugs at500mm centres

m 426

5.7.1.2 45 x 45 x 5mm Angle including 100 x 30 x 3mm fishtail lugs at 500mmcentres

m 87

5.8 REINFORCEMENT (PROVISIONAL)

5.8.1 Mild and High tensile steel reinforcement to structural concrete work

5.8.1.1 8mm - 32mm Diameter bars t 194

5.8.2 Drill and Dowel with Prostruct 618

5.8.2.1 Y12, 200mm deep, rebar elsewhere No 220



5.8.3 Fabric reinforcement

5.8.3.1 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 165

5.8.3.2 Type 395 fabric reinforcement in concrete surface beds, slabs, etc m2 928




BILL NO. 6 - PRECAST CONCRETE


Note



Note

SUPPLEMENTARY PREAMBLES

Reinforced brick lintels

Lintels shall bear at least 160mm onto adjacent walling. Where suchbearing cannot be obtained due to the proximity of adjacent openingsthe lintel shall be continuous

Note

6.1 PRECAST CONCRETE

6.1.1 Precast concrete Lintels

6.1.1.1 110 x 70mm Lintels in lengths not exceeding 3m m 30




BILL NO. 7 - MASONRY


Note


Sizes in descriptions

Where sizes in descriptions are given in brick units, "one brick" shallrepresent the length and "half brick" the width of a brick

Note

Face bricks

Bricks shall be ordered timeously to obtain uniformity in size and colour Note



Note

7.1 BRICKWORK

SUPERSTRUCTURE

7.1.1 Brickwork of NFP bricks in class II mortar

7.1.1.1 One brick walls m2 399

7.1.2 Brickwork reinforcement

7.1.2.1 150mm Wide reinforcement built in horizontally m 1 171

7.2 FACE BRICKWORK

7.2.1 Extra over brickwork for facings (PC R6,000/1000 nett delivered to siteexcluding VAT) and pointing with recessed horizontal and vertical joints

7.2.1.1 Extra over brickwork for face brickwork m2 797

7.2.1.2 Extra over face brickwork for brick-on-edge header course lintel m 30




BILL NO. 8 - WATERPROOFING


Note



Note

8.1 Waterproofing

8.1.1 Waterproofing of roofs, basements, etc shall be laid under a ten yearguarantee. Waterproofing to roofs shall be laid to even falls to outletsetc with necessary ridges, hips and valleys. Descriptions of sheet ormembrane waterproofing shall be deemed to include additional labourto turn-ups and turn-downs

8.2 DAMPPROOFING OF WALLS AND FLOORS

8.2.1 One layer of 375 micron "Consol Plastics Brikgrip DPC" embossed dampproof course

8.2.1.1 In walls m2 21

8.2.2 One layer of 250 micron "Consol Plastics Gunplas USB Green"waterproof sheeting sealed at laps with "Gunplas Pressure SensitiveTape"

8.2.2.1 Under surface beds m2 313

8.3 WATERPROOFING TO ROOFS, BASEMENTS, ETC

8.3.1 One layer Derbigum CG4, with 100mm side and 150mm end laps, sealedtogether and to primed surface by `torch - fusion`. Waterproofing to beinstalled by an approved Derbigum Contractor under a 10 year Derbigumguarantee.

8.3.1.1 On walls including softboard protection where filling required m2 20

8.3.2 Bagging and 2 Coats Brixeal

8.3.2.1 On walls. m2 20

8.4 JOINT SEALANTS ETC

8.4.1 Thioflex 600 two-part grey polysulphide sealing compound includingbacking cord, bond breaker, primer, etc

8.4.1.1 10 x 10mm In joints in floors m 80

8.4.1.2 6 x 6mm In Sawcut joints in floors m 101




BILL NO. 9 - ROOF COVERINGS


Note



Note


Note : All roof coverings installed are to comply with SABS Code ofPractice 0237 as applicable

Note

Guarantee:

The manufacturer shall comply with ISO9002 Quality ManagementSystem. Sheeting shall be laid in strict accordance with themanufacturer’s specifications by an approved contractor

Note

A written and approved fifteen (15) year guarantee of site-workmanshipand water tightness shall be issued after final inspection of roofs andcladding by the manufacturer

Note

Erection, handling and storage:

Every precaution shall be taken to prevent damage to roof sheets duringall stages of construction. Duck boards should be used when necessaryto protect the sheeting from damage. Sheeting which has becomedeformed or damaged in any way, shall be replaced

Note

The contractor shall exercise special care when handling long lengthsheeting, particularly in windy conditions. Should work be interrupted forany reason, all loose sheeting and incomplete sections must beadequately secured against possible movement by wind and gravity

Note

The contractor shall ensure that all materials used on site for cladding,etc., are transported, handled and stored in accordance with themanufacturer’s recommendations. Material damaged shall be rejectedand replaced with undamaged material at the contractor’s expense.Repair of damaged material will not generally be permitted. Rates are toinclude for preventing damage and protecting sheets through all stagesof construction

Note

Cleaning, etc:

All debris, swarf, etc., arising from the fixing of the cladding shall beremoved from the sheeting as the fixing progresses. In addition, off-cutsof insulation, surplus fasteners and sealants, mandrels from pop rivets,off-cuts of flashings and sheeting, surplus flashing, food packaging,cartons, bottles, cans, etc., shall not be left on the roof or in the gutters

Note

Care shall be taken to ensure that no such material enters, blocks orpartially impedes the flow of water into the outlets, down pipes, etc.

Note




9.1 0,8mm IBR profile Z275 spelter galvanised steel troughed sheeting with"Chromadek" (or equally approved) finish on one side, in single lengthsfixed to purlins or rails and 0,6mm galvanised steel accessories with"Chromadek" (or equally approved) finish on one side

9.1.1 Roof sheeting (Rate to include all ridge capping, cranking, bull noses,flashing, closers, polyclosers, etc)

m2 452




TOTAL CARRIED TO SUMMARY




BILL NO. 10 - CARPENTRY AND JOINERY


Note



Note

10.1 Doors and frames

10.1.1 Solid core door size 813 x 2032mm No 4




BILL NO. 11 - IRONMONGERY


Note



Note

11.1 Locks, deadbolts, hinges, etc

11.1.1 3 Lever lockset No 4

11.1.2 Dead bolt No 4

11.1.3 Door hinges No 20




BILL NO. 12 - STRUCTURAL STEELWORK


Note



Note

12.1 HOT DIPPED GALVANISED MILD STEEL

12.1.1 Provide lump sum and rates per tonne for the supply, fabrication,delivery and erection of the structural steelwork listed below. Steelworkto be Grade S355 (unless otherwise noted) in accordance with SANS1200, SANS 1921 and SANS 2001. Rates to include for the preparation offabrication drawings for approval.

Note

12.1.2 The prices are to include for all normal fabrication labours associatedwith the type of member described in the Bill, e.g. includes for normalchamfering and notching of flanges on beam to beam and beam tocolumn connections. Weights of notches and holes etc, will not bededucted and weight of welding will not be added.

Note

12.2.1 Hot Dip Galvanised Walkways and Platforms Comprising:

12.2.1.1 UB 305 x 165 x 54kg/m t 15

12.2.1.2 UC 152 x 152mm x 23kg/m t 1

12.2.1.3 PFC 180 x 70 x 21.1kg/m t 12

12.2.1.4 PFC 100 x 50 x 10.1kg/m t 2

12.2.1.5 Angle Bracing 30 x 30 x 3mm x 1.36kgs/m t 0.2

12.2.1.6 Rectagrid RS30 x 3.0mm x 25.23kg/m2 t 1

12.2.1.7 Rectagrid RS40 x 4.5mm x 42.88kg/m2 t 4

12.2.1.8 Connections t 4

12.2.1.9 Bolts t 2

12.3.1 Hot Dip Galvanised Pipe Supports

12.3.1.1 Pipe Supports t 6

12.4.1 Hot Dip Galvanised mild steel ball type handrails and accessories asmanufactured and supplied by Andrew Mentis (Pty) Ltd or other equaland approved, erected in strict accordance with the manufacturer'sinstructions and specifications

12.4.1.1 42,9mm Diameter type (MT 90) stanchion 1180mm long, welded to 150x 60 x 10mm plate, bolted in position to steelwork

No 17

12.4.1.2 34,1mm Diameter x 2,5mm wall thickness handrailing cut to lengths m 15

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12.4.1.3 Closures m 5

12.4.1.4 Bends, etc m 22

12.5.1 Crawl Beam, including supply, installation and certification

12.5.1.1 UB 305 x 165 x 54kg/m t 2

12.5.1.2 10T Electric Crawl Trolley - to meet all SANS and OHS Act requirements.Refer to specification.

No 1

12.5.1.3 10T Electric Hoist - to meet all SANS and OSHAct requirements. Refer tospecification.

No 1




BILL NO. 13 - METALWORK


Note



Note

13.1.1 Louvres

13.1.1.1 5450 x 700mm Louvres. 2 UL type Louvre, Fully galvanised construction,Bird and Insect Proof

No 4

13.1.1.2 5450 x 1200mm Louvres. 2 UL type Louvre, Fully galvanisedconstruction, Bird and Insect Proof

No 4

13.1.2 Purpose Made Doors

13.1.2.1 3000 wide x 5000mm high Door. Centre split, side hung (double hung)corrosion and fire resistant.

No 1

13.1.2.2 2500 wide x 5000mm high Door. Centre split, side hung (double hung)corrosion and fire resistant.

No 1




BILL NO. 14 - STORAGE TANKS

14.1 TANKS

14.1.1 Diesel Tank

14.1.1.1 Design, Supply and Install Diesel Storage Tank, 1.0m3 each No 3

14.1.2 Foam Concentrate Storage Tanks

14.1.2.1 Design, Supply and Install Foam Storage Tanks, 15.45m3 each No 2

14.1.3 Water Storage Tanks

14.1.3.1 Design, Supply and Install Welded Tanks, 850m3 each No 2

14.1.4 Temporary Water Storage Tanks

14.1.4.1 Design, Supply and Install Galvanised Steel Panel Tanks, volume 600m3Each, Including all Level Indicators, Catladders, etc.

No 3




BILL NO. 15 - FIRE RETICULATION

15.1 PUMPS

15.1.1 Supply and Install the following Pumps in accordance with the relevanttechnical specifications and data sheets issued For Construction.

15.1.1.1 Fire Pump; diesel drive - 13000 /min - 12 bars No 315.1.1.2 Jockey Pump - 50 /min - 12 bars No 115.1.1.3 Water Driven Foam Induction Pump - 15000 l/min No 115.1.1.4 Foam concentrate circulation Pump - 200 /min - 3 bars No 1

15.1.2 Supply only in accordance with the relevant technical specifications anddata sheets.

15.1.2.1 Water Driven Foam Induction Pump - 15000 l/min No 1

15.2 VALVES

Tenderer to provide make and valve specification with Tender forAdjudication

Note

15.2.1 Supply and Install Butterfly Valves, Including All Gaskets and Bolts wherenecessary (Amri Isoria or Similar) Design: SANS 1849, EN593, SIO10631 or FM or UL approved Full lug Wafer type body PN 16 Possible downstream dismantling and end of line service Spherical machined disc ensures perfect upstream/ downstream sealing: zero leakage visible to the naked eye Face--to--face dimensions in accordance with: ISO 5752 series 20, EN 558--1 series 20. All valves, DN150 or larger shall be gear operated Materials: Body :- Spheroïdal graphite cast iron Shaft :- Stainless steel Disc :- Stainless steel Liner :- EPDM

15.2.1.1 80NB No 2015.2.1.2 100NB No 3415.2.1.3 150NB No 9015.2.1.4 200NB No 1315.2.1.5 250NB No 615.2.1.6 300NB No 115.2.1.7 350NB No 4

15.2.2 Supply and Install Gate Valves, Including All Gaskets and Bolts wherenecessary (Rapid Drop or Similar) Gate Valve OS&Y UL listed or FM Approved PN16 Resilient wedge gatevalve ductile iron body and wedge, conforms to AWWA C509


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15.2.3 Supply and Install Ball Valves, Including All Gaskets and Bolts wherenecessary Stainless steel 2 piece full bore ball valve flanged to ANSI 150#

15.2.3.1 40NB No 215.2.3.2 50NB No 2715.2.3.3 65NB No 615.2.3.4 100NB No 3

15.2.4 Supply and Install Check Valves, Including All Gaskets and Bolts wherenecessary Wafer type double door cast iron check valve PN16 with stainless steeldoor and nitrile seat

15.2.4.1 50NB No 215.2.4.2 65NB No 115.2.4.3 80NB No 815.2.4.4 100NB No 1615.2.4.5 150NB No 115.2.4.6 350NB No 4

15.2.5 Supply and Install UL Listed Inline Repairable Electrically ControlledOn/Off Deluge Valves, Including All Gaskets and Bolts where necessary.(Bermad Model FP-400E-3D or Similar)

15.2.5.1 350NB No 1

15.2.6 Supply and Install Deluge Valves, Including All Gaskets and Bolts wherenecessary. (Inbal or Similar)


15.2.7 Supply and Install Flow Indicators, Including All Gaskets and Bolts wherenecessary

15.2.7.1 50NB No 315.2.7.2 65NB No 215.2.7.3 80NB No 115.2.7.4 100NB No 415.2.7.5 150NB No 6

15.2.8 Supply and Install , Globe Valves Including All Gaskets and Bolts wherenecessary

15.2.8.1 50NB No 1

15.2.9 Supply and Install Level Control Valves with Bi-Level Vertical Float,Including All Gaskets and Bolts where necessary (Bermad Model FP-450-66 or Similar)

15.2.9.1 150NB No 2

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15.2.10 Supply and Install Flow Measure Valve, Including All Gaskets and Boltswhere necessary

15.2.10.1 250NB No 1

15.2.11 Supply and Install , Globe Valves Including All Gaskets and Bolts wherenecessary

15.2.11.1 50NB No 1

15.2.12 Supply and Install Level Control Valves with Bi-Level Vertical Float,Including All Gaskets and Bolts where necessary (Bermad Model FP-450-66 or Similar)

15.2.12.1 150NB No 2

15.2.13 Supply and Install Flow Measure Valve, Including All Gaskets and Boltswhere necessary

15.2.13.1 250NB No 1

15.3 FIRE SPRINKLER SYSTEM

15.3.1 Supply and Install the following Sprinkler heads, Including stub pipe, andstubbing into piping and welding according to specification

15.3.1.1 Water Deluge Sprinkler head - (K Value = 25) No 60215.3.1.2 Water Deluge Sprinkler head - (K Value = 45) No 9015.3.1.3 Tanker High level Foam Deluge Sprinkler head - (K Value = 40) No 13615.3.1.4 Tanker low Level Foam Deluge Sprinkler head - (K Value = 20) No 58

15.4 BUND FOAM POURERS

15.4.1 Supply and Install the following Bund Foam Pourers

15.4.1.1 Manual Pourer - 1800 l/min No 415.4.1.2 Manual Pourer - 1200 l/min No 1515.4.1.3 Manual Pourer - 600 l/min No 75

15.5 TOP POURERS

15.5.1 Supply and Install the following Top Foam Pourers

15.5.1.1 Manual Pourer - Angus TPS50 or similar No 915.5.1.2 Manual Pourer - Angus TPS80 or similar No 1515.5.1.3 Manual Pourer - Angus TPS100 or similar No 3

15.6 MONITORS

15.6.1 Supply and Install the following Monitors

15.6.1.1 Oscillating Flange (AKRON 3531 oscillating flange or similar) No 1215.6.1.2 Monitor (AKRON 3528 Monitor or similar) No 1215.6.1.3 Foam Nozzle (AKRON 3626 Foam Tube or similar) No 12

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15.7 FIRE HYDRANTS

15.7.1 Supply and Install

15.7.1.1 65mm Hydrant including Fibreglass Outlet box, 2No 30m hoses, couplingand nozzle complete

No 78

15.7.1.2 Fibreglass Outlet box, 2No 30m hoses, coupling and nozzle complete No 15

15.8 CARBON STEEL PIPING

All Above Ground Carbon Steel piping shall be SANS 62 -medium up to150NB, SANS 719 - 4.5mm WT up to 250NB, SANS 719 6.0mm WT above300NB, Fabricated to SABS 1476

All Carbon Steel Fittings (Bends, Tees, Caps, Reducers etc) shall be ASTMA234 WPB, Standard Weight

All Flanges shall be Carbon Steel according to SANS 1123, Class 1600Table 3, All Blind Flanges shall be Class 1600 Table 8

All the Rates shall include for hot-dip galvanizing in accordance with thepiping specification.

All Carbon Steel Piping shall be fabricated and installed according toBS4677, and all welding shall be based on Full Argon Welding up to100NB, Argon Route and Stick welding filler and Capping above 100NB,10% X-Rays will be required by an independent Non Destructive Testingand Inspection Party

15.8.1 Supply and Install Piping Including Welding according to Specifications

15.8.1.1 25NB m 215.8.1.2 50NB m 62115.8.1.3 65NB m 3715.8.1.4 80NB m 95315.8.1.5 100NB m 1 27415.8.1.6 125NB m 2715.8.1.7 150NB m 69515.8.1.8 200NB m 27915.8.1.9 250NB m 141

15.8.1.10 300NB m 7415.8.1.11 350NB m 7315.8.1.12 400NB m 1815.8.1.13 600NB m 24

15.8.2 Supply and Install Seamless Piping Including Welding according toSpecifications

15.8.2.1 100NB m 3715.8.2.2 150NB m 3715.8.2.3 200NB m 215.8.2.4 250NB m 1615.8.2.5 350NB m 26

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15.8.2.6 400NB m 215.8.2.7 500NB m 14

15.8.3 Supply and Install 45deg Elbow (LR) Including Welding according toSpecifications


15.8.4 Supply and Install 90deg Elbow (LR) Including Welding according toSpecifications

15.8.4.1 50NB No 14215.8.4.2 65NB No 2215.8.4.3 80NB No 29415.8.4.4 100NB No 39815.8.4.5 125NB No 215.8.4.6 150NB No 21115.8.4.7 200NB No 6915.8.4.8 250NB No 5815.8.4.9 300NB No 37

15.8.4.10 350NB No 3315.8.4.11 600NB No 3

15.8.5 Supply and Install Concentric Reducers, Including Welding according toSpecifications

15.8.5.1 50NB x 32NB No 615.8.5.2 65NB x 50NB No 3115.8.5.3 80NB x 50NB No 4915.8.5.4 100NB x 80NB No 13515.8.5.5 125NB x 100NB No 4815.8.5.6 150NB x 80NB No 8415.8.5.7 200NB x 150NB No 8315.8.5.8 250NB x 200NB No 2815.8.5.9 300NB x 250NB No 2

15.8.5.10 350NB x 200NB No 415.8.5.11 350NB x 250NB No 2815.8.5.12 400NB x 250NB No 215.8.5.13 400NB x 300NB No 2115.8.5.14 500NB x 400NB No 2

15.8.6 Supply and Install Eccentric Reducers, Including Welding according toSpecifications

15.8.6.1 400NB x 250NB No 4

15.8.7 Supply and Install Equal Tees, Including Welding according toSpecifications

15.8.7.1 50NB No 615.8.7.2 65NB No 3

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15.8.7.10 600NB No 3

15.8.8 Supply and Install UnEqual Tees, Including Welding according toSpecifications


15.8.8.10 500NB x 350NB No 715.8.8.11 600NB x 400NB No 4

15.8.9 Supply and Install Caps, Including Welding according to Specifications

15.8.9.1 100NB No 715.8.9.2 150NB No 33

15.8.10 Supply and Install Backing Rings

15.8.10.1 75NB No 3315.8.10.2 80NB No 515.8.10.3 110NB No 5515.8.10.4 140NB No 8215.8.10.5 200NB No 6815.8.10.6 250NB No 2815.8.10.7 355NB No 2615.8.10.8 400NB No 21

15.8.11 Supply and Install Flanges, Including Welding according to Specifications



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15.8.12 Supply and Install Weldneck Flanges, Including Welding according toSpecifications


15.8.13 Supply and Install Blind Flanges, including all gaskets, Bolts, nuts &washers


15.8.14 Supply and Install Rubber Bellows, including all gaskets, Bolts, nuts &washers


15.8.15 Extra Over for Intemescent Paint as per specification

15.8.15.1 25NB m 115.8.15.2 50NB m 31115.8.15.3 65NB m 1915.8.15.4 80NB m 47715.8.15.5 100NB m 63715.8.15.6 125NB m 1415.8.15.7 150NB m 34815.8.15.8 200NB m 14015.8.15.9 250NB m 71

15.8.15.10 300NB m 3715.8.15.11 350NB m 3715.8.15.12 400NB m 915.8.15.13 600NB m 12

15.8.16 Extra Over for corrosion protection by protective wrapping in accordancewith SANS 10129

15.8.16.1 25NB m 2215.8.16.2 50NB m 2215.8.16.3 65NB m 2215.8.16.4 80NB m 2215.8.16.5 100NB m 2215.8.16.6 125NB m 22

Carried forward




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15.8.16.7 150NB m 2215.8.16.8 200NB m 2215.8.16.9 250NB m 22

15.8.16.10 300NB m 2215.8.16.11 350NB m 2215.8.16.12 400NB m 2215.8.16.13 450NB m 2215.8.16.14 500NB m 2215.8.16.15 600NB m 22

15.9 Painting of all galvanised piping

Rates shall include for Painting according to SANS 12944 with Colourscompliant to SANS10140, SANS1091 and the TPL Standard. The TPLStandard shall take preference. All painting shall be completed inWorkshops and shall be prepared according to SANS 064, Code forPreparation of Steel Surfaces for Painting

15.9.1 Paint Piping according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.

15.9.1.1 25NB m 215.9.1.2 50NB m 62115.9.1.3 65NB m 3715.9.1.4 80NB m 95315.9.1.5 100NB m 1 27415.9.1.6 125NB m 2715.9.1.7 150NB m 69515.9.1.8 200NB m 27915.9.1.9 250NB m 141

15.9.1.10 300NB m 7415.9.1.11 350NB m 7315.9.1.12 400NB m 1815.9.1.13 600NB m 24

15.9.2 Paint Seamless Piping according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.9.2.1 100NB m 3715.9.2.2 150NB m 3715.9.2.3 200NB m 215.9.2.4 250NB m 1615.9.2.5 350NB m 2615.9.2.6 400NB m 215.9.2.7 500NB m 14

15.9.3 Paint 45deg Elbow (LR) according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.9.3.1 50NB No 3115.9.3.2 80NB No 4015.9.3.3 100NB No 2515.9.3.4 150NB No 9

Carried forward




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15.9.3.5 200NB No 315.9.3.6 350NB No 315.9.3.7 600NB No 3

15.9.4 Paint 90deg Elbow (LR) according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.


15.9.4.10 350NB No 3315.9.4.11 600NB No 3

15.9.5 Paint Concentric Reducers according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.


15.9.5.10 350NB x 200NB No 415.9.5.11 350NB x 250NB No 2815.9.5.12 400NB x 250NB No 215.9.5.13 400NB x 300NB No 2115.9.5.14 500NB x 400NB No 2

15.9.6 Paint Eccentric Reducers according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.9.6.1 400NB x 250NB No 4

15.9.7 Paint Equal Tees according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.


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15.9.7.9 350NB No 515.9.7.10 600NB No 3

15.9.8 Paint UnEqual Tees according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.


15.9.8.10 500NB x 350NB No 715.9.8.11 600NB x 400NB No 4

15.9.9 Paint Caps according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.

15.9.9.1 100NB No 715.9.9.2 150NB No 33

15.9.10 Paint Backing Rings according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.


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15.10 STAINLESS STEEL PIPING

All Stainless Steel piping shall be ASTM A312, 316 grade, Schedule 20,fabricated in accordance with SABS 1476

All Stainless Steel Fittings (Bends, Tees, Caps, Reducers etc) shall beASTM/ASME SA/A WP-W (Welded Fittings), 316 grade, Schedule 20

All Flanges shall be Stainless Steel SANS 1123, Class 1600 Table 3, Grade316

All the Rates shall include for Pickling and Passivation of all stainless steelpiping in accordance with ASTM A967/A967M-13. Mild SteelContamination shall not be permitted, and the contractor shall replaceany pipe section which shows evidence of mild steel contamination

All Stainless Steel Piping shall be fabricated and installed according toBS4677, and all welding shall be based on Full Argon Welding, 10% X-Rays will be required by an independent Non Destructive Testing andInspection Party

15.10.1 Supply and Install Piping Including Welding according to Specifications

15.10.1.1 50NB m 62315.10.1.2 65NB m 13415.10.1.3 80NB m 125415.10.1.4 100NB m 110015.10.1.5 125NB m 1615.10.1.6 150NB m 30515.10.1.7 200NB m 1315.10.1.8 250NB m 615.10.1.9 350NB m 2

15.10.2 Supply and Install 45deg Bends (LR) Including Welding according toSpecifications

15.10.2.1 50NB No 8315.10.2.2 80NB No 136

15.10.3 Supply and Install 90deg Bends (LR) Including Welding according toSpecifications


15.10.4 Supply and Install Concentric Reducers, Including Welding according toSpecifications

15.10.4.1 65NB x 50NB No 9

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15.10.4.2 80NB x 50NB No 2915.10.4.3 100NB x 80NB No 4415.10.4.4 125NB x 100NB No 2115.10.4.5 150NB x 100NB No 315.10.4.6 200NB x 150NB No 315.10.4.7 250NB x 200NB No 315.10.4.8 350NB x 250NB No 2

15.10.5 Supply and Install Equal Tees, Including Welding according toSpecifications


15.10.6 Supply and Install UnEqual Tees, Including Welding according toSpecifications

15.10.6.1 150NB x 100NB No 315.10.6.2 250NB x 150NB No 3

15.10.7 Supply and Install Caps, Including Welding according to Specifications

15.10.7.1 50NB No 1415.10.7.2 80NB No 11

15.10.8 Supply and Install Flanges, Including Welding according to Specifications


15.11 Painting of stainless steel piping

Rates shall include for Painting according to SANS 12944 with Colourscompliant to SANS10140, SANS1091 and the TPL Standard. The TPLStandard shall take preference. All painting shall be completed inWorkshops and shall be prepared according to SANS 064, Code forPreparation of Steel Surfaces for Painting

15.11.1 Paint Piping according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.

15.11.1.1 50NB m 623

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15.11.1.2 65NB m 13415.11.1.3 80NB m 125415.11.1.4 100NB m 110015.11.1.5 125NB m 1615.11.1.6 150NB m 30515.11.1.7 200NB m 1315.11.1.8 250NB m 615.11.1.9 350NB m 2

15.11.2 Paint 45deg Bends (LR) according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.11.2.1 50NB No 8315.11.2.2 80NB No 136

15.11.3 Paint 90deg Bends (LR) according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.


15.11.4 Paint Concentric Reducers according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.11.4.1 65NB x 50NB No 915.11.4.2 80NB x 50NB No 2915.11.4.3 100NB x 80NB No 4415.11.4.4 125NB x 100NB No 2115.11.4.5 150NB x 100NB No 315.11.4.6 200NB x 150NB No 315.11.4.7 250NB x 200NB No 315.11.4.8 350NB x 250NB No 2

15.11.5 Paint Equal Tees according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.


15.11.6 Paint UnEqual Tees according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.11.6.1 150NB x 100NB No 315.11.6.2 250NB x 150NB No 3

Carried forward




Brought forward

15.11.7 Paint Caps according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.

15.11.7.1 50NB No 1415.11.7.2 80NB No 11

15.11.8 Paint Flanges according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.


15.12 Winterizing of all piping

All Rate for Piping up to and including 50NB shall include for winterisingto protect it from Freezing, with a temperature of 4°C to be maintainedat all times. The Contractor shall familiarise himself with the location ofthe Site and winter temperatures and allow for this in his rates.Insulation is to be designed and installed in accordance with SANS 9288and SANS 612. The piping Shall be subject to Ambient conditions, andcladding shall be non-flammable but need not provide protection againstheat or Flame Exposure

15.12.1 Insulate Piping according to Specifications including supply of materials(Piping measured above), preparation of material and any touch-uprequired on site.

15.12.1.1 25NB m 215.12.1.2 50NB m 1 244

15.12.3 Insulate 45deg Elbow (LR) according to Specifications including supplyof materials (Piping measured above), preparation of material and anytouch-up required on site.

15.12.3.1 50NB No 114

15.12.4 Insulate 90deg Elbow (LR) according to Specifications including supplyof materials (Piping measured above), preparation of material and anytouch-up required on site.

15.12.4.1 50NB No 256

15.12.5 Insulate Concentric Reducers according to Specifications including supplyof materials (Piping measured above), preparation of material and anytouch-up required on site.

Carried forward




Brought forward

15.12.5.1 50NB x 32NB No 615.12.5.2 65NB x 50NB No 4015.12.5.3 80NB x 50NB No 78

15.12.6 Insulate Equal Tees according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.12.6.1 50NB No 19

15.12.7 Insulate UnEqual Tees according to Specifications including supply ofmaterials (Piping measured above), preparation of material and anytouch-up required on site.

15.12.7.1 80NB x 50NB No 2

15.13 HDPE PIPING

Note: The Tenderer shall price for the supply of materials and specify thelengths he will be supplying, separate items have been scheduled forbutt-welding and electro fusion. Due to the nature of the site, thenumber of pipes in the trenches and the space constraints, acombination of jointing by butt-welding and electro fusion is envisaged.

Note

Note: The Price for Fittings shall include for the welding/jointing methodappropriate taking into account the number of welds/joints per fitting.

Note

Note: Prior to backfilling sections of pipe, a pressure test carried out forthat section of pipe shall be submitted to the Engineer for BackfillingRelease. No payment for backfilling shall be made until this is submitted.

Note

Note: The contractor shall take note of the specification contained in thistender

Note

15.13.1 Supply, handle, lay, bed PE 100 STR11, PN 16 pipes, Jointing Measuredelsewhere

15.13.1.1 75NB m 66315.13.1.2 90NB m 5415.13.1.3 110NB m 177915.13.1.4 140NB m 134915.13.1.5 200NB m 199115.13.1.6 280NB m 54215.13.1.7 355NB m 107015.13.1.8 400NB m 889

15.13.2 Buttwelding of straight Pipes


Carried forward




Brought forward

15.13.2.7 355NB No 9115.13.2.8 400NB No 76

15.13.3 Electrofusion Couplers, Including electrofusion


15.13.4 Long Spigot 45deg Bends, Including Buttwelding


15.13.5 Long Spigot 45deg Bends, Including Electrofusion Couplers and fusion


15.13.6 Conventional Buttweld 90deg Bends, Including Buttwelding


15.13.7 Long Spigot 90deg Bends, Including Electrofusion Couplers and fusion


15.13.8 Conventional Equal Tees, Including Buttwelding

Carried forward




Brought forward


15.13.9 Long Spigot Equal Tees, Including Electrofusion Couplers and fusion


15.13.10 Conventional Unequal Tees, Including Buttwelding

15.13.10.1 200NB x 140NB No 3

15.13.11 Long Spigot Unequal Tees including Electrofusion Couplers and fusion

15.13.11.1 200NB x 140NB (200-160 Unequal Tee/160-125 Reducer) No 3

15.13.12 Conventional Concentric Reducers, Including Buttwelding

15.13.12.1 200NB x 140NB No 515.13.12.2 280NB x 200NB No 1415.13.12.3 355NB x 200NB No 915.13.12.4 400NB x 355NB No 3

15.13.13 Long Spigot Concentric Reducers, Including Electrofusion Couplers andfusion

15.13.13.1 200NB x 140NB No 515.13.13.2 280NB x 200NB No 1415.13.13.3 355NB x 200NB No 915.13.13.4 400NB x 355NB No 3

15.13.14 Long Spigot Flange Adapter (Stub End), Including Buttwelding


15.13.15 Long Spigot Flange Adapter (Stub End), Including Electrofusion Couplersand fusion





BILL NO. 16 - ELECTRICAL, CONTROL AND INSTRUMENTATION

Note: The Contractor is referred to the Electrical, Control andInstrumentation Specifications for detailed description and specifications

Note

Note: The Contractor to include for all design required for the controland electrical system as indicated in the C3 Works Information.

Note

16.1 FIRE CONTROL SYSTEM

16.1.1 Main Fire Panel: Design, Supply and Install

16.1.1.1 Stainless steel panels to house:the Fire Control System, a main mimic, a scenario mimic, UPS batteriesand control system, all output relays and all field terminations (allmeasured separately)

Sum 1

16.1.1.2 Stainless steel panels to house:a scenario mimic, I/O connection between main panel and scenariopanel.

ea 3

16.1.1.3 Main Mimic: including switches, indicators, mimic background ea 1

16.1.1.4 Scenario Mimic: including switches, indicators, mimic background ea 4

16.1.1.5 UPS system for supply to the Fire Control System:To be housed in panels of item 16.1.1.1.

Sum 1

16.1.1.6 Fire Control system Control System Complete(Det-Tronics EQP or Similar. FM 3010 and NFPA 72 approved)

Sum 1

16.1.2 Field Instrumentation: Design, Supply and Install

16.1.2.1 IR Flame Detector including mounting accessories ea 98

16.1.2.2 IR Fire Detector Stand ea 98

16.1.2.3 Point Heat Detector ea 19

16.1.2.4 Point Heat Detector Stand ea 19

16.1.2.5 Fire alarm beacon ea 4

16.1.2.6 Fire alarm siren ea 4

16.1.2.7 Break glass units ea 11

16.1.2.8 Break glass unit mounting ea 11

16.1.3 Field Cabling: Supply and Install, including field routing.Note: These quantities are based on a Det-Tronics system utilising a LONnetwork cable comminication system. If the Tenderer utilises any othersystem they shall be responsible for quantifying the requirements forcabling, cable racking, junction boxes, terminations etcetera andcompleting the price in accordance with this quantification.

Note

16.1.3.1 1Triad 1.5mm2 Dekabond Armoured m 6 11616.1.3.2 1Triad 1.5mm2 Dekabond Armoured termination ea 37916.1.3.3 1 Pr 1.0mm2 SWA LH m 369

Carried forward




Brought forward

16.1.3.4 1 Pr 1.0mm2 SWA LH termination ea 2516.1.3.5 8 Pr 1.0mm2 SWA LH m 4416.1.3.6 8 Pr 1.0mm2 SWA LH termination ea 916.1.3.7 16 Pr 1.0mm2 SWA LH m 3 96516.1.3.8 16 Pr 1.0mm2 SWA LH termination ea 3316.1.3.9 LON Communication cable m 2 200

16.1.3.10 LON Communication cable termination ea 11016.1.3.11 Field Junction boxes - equipped ea 1416.1.3.12 300mm Cable Racking & clamps fitted to steel/slab as per TPL

specificationsm 440

16.1.3.13 300mm Cable Racking - bends as per TPL specifications ea 2216.1.3.14 300mm Cable Racking - T-Piece as per TPL specifications ea 316.1.3.15 150mm Cable Racking & clamps fitted to steel/slab as per TPL

specificationsm 1 540

16.1.3.16 150mm Cable Racking - bends as per TPL specifications ea 3316.1.3.17 150mm Cable Racking - T-Piece as per TPL specifications ea 516.1.3.18 Galvanised Angle Iron complete with bends and supports

40mmx40mmx3mmm 550

16.1.4 Control System Software Engineering

16.1.4.1 Fire control system software development sum 116.1.4.2 Fire control system factory acceptance testing sum 116.1.4.3 Fire control system commissioning sum 1

16.2 ELECTRICAL SYSTEM

16.2.1 Panels: Design, Supply, Manufacture and Install

16.2.1.1 Jockey Fire Pump DOL starter panel (7.5kW) fitted in existing sparebucket of main MCC panel.

ea 1

16.2.1.2 Foam Re-circ Pump DOL starter panel (4kW) fitted in existing sparebucket of main MCC panel.

ea 1

16.2.1.3 Fire pump house lighting & small power DB feeder, fitted in existingspare bucket of main MCC panel.

ea 1

16.2.1.4 Fire pump house fire system DB feeder, fitted in existing spare bucket ofmain MCC panel.

ea 1

16.2.2 Cabling & Racking: Supply and install, including field routing

16.2.2.1 4C 10mm2 PVC/SWA/PVC LH m 16516.2.2.2 4C 10mm2 PVC/SWA/PVC LH - termination ea 516.2.2.3 4C 6mm2 PVC/SWA/PVC LH m 16516.2.2.4 4C 6mm2 PVC/SWA/PVC LH - termination ea 516.2.2.5 4C 4mm2 PVC/SWA/PVC LH m 66016.2.2.6 4C 4mm2 PVC/SWA/PVC LH - termination ea 916.2.2.7 4C 1.5mm2 PVC/SWA/PVC LH m 1 54016.2.2.8 4C 1.5mm2 PVC/SWA/PVC LH - termination ea 3616.2.2.9 7C 1.5mm2 PVC/SWA/PVC LH m 495

16.2.2.10 7C 1.5mm2 PVC/SWA/PVC LH - termination ea 716.2.2.11 200mm Cable Racking & clamps fitted to steel/slab as per TPL

specificationsm 110

16.2.2.12 200mm Cable Racking - bends as per TPL specifications ea 5

16.2.3 Lighting & Small Power: Design, Supply and Install

16.2.3.1 Fire pump house lighting and small power DB ea 1

Carried forward




Brought forward

16.2.3.2 Fire pump house fire system DB ea 116.2.3.3 Luminaires and fittings - fire pump house (SSO) ea 716.2.3.4 Luminaires and fittings - blast walls bulkheads ea 1116.2.3.5 Galvanised conduit & mounting fittings m 2216.2.3.6 3 way CCG boxes ea 10

16.2.4 Bonding, Earthing and Lightning Protection

16.2.4.1 Bond the complete installation as per SANS 10142-1 ea 1

16.2.4.2 Supply and install of earth strapping between pipes and earth points,including connection to earth

m 100

16.2.4.3 Supply and install terminations for earth straps to pipe flanges ea 9016.2.4.4 Supply and install 2.4m SABS approved earth rods (SANS 1063) ea 10

16.2.4.5 Measure earth resistivity, design, supply, test and certify, and installearth mat. To be done by a specialist subcontractor

ea 2

16.2.5 Miscellaneous

16.2.5.1 Earthing COC ea 116.2.5.2 Electrical installation COC ea 1




BILL NO. 17 - PAINTWORK - Floor

17.1.1 Epoxy paint for floor: Supply and Apply, including any preparation ofsurface required.

17.1.1.1 Epoxy paint floor - Prepare and prime solvent free primer, apply Hi-buildepoxy floor coating - nominal thickness 500 micron, and finish with a non-slip sealer coat.

m2 313




BILL NO. 18 - PROVISIONAL SUMS


Note

18.1 PROVISIONAL SUMS

18.1.1 Allow a Provisional Sum for the Relocation of Services

18.1.1.1 Allow a Provisional Sum for the Relocation of Existing Services Sum 1 3 000 000.00

18.1.1.2 Profit %

18.1.1.3 General attendance Sum

18.2 BUDGETARY ALLOWANCES

The following budgetary allowances are for work to be executed by theContractor

Note

Note: Budgetary allowances listed below are for work to be executed bythe Main Contractor and will be measured and evaluated in terms ofrates submitted against similar items in these bills and in terms of theconditions of contract

Note

Note: These items are to be taken into account in the pricing ofPreliminaries and General as they will not attract separate Preliminariesof their own

Note

18.2.1 Builders Work

18.2.1.1 Allow Provisional Sum for Builders Work Sum 1 200 000




BILL NO. 19 - COMMISSIONING

COMMISSIONING

19.1 Commissioning Services required of the contractor in the C3 WorksInformation

19.1.1 Sum for the completion of "pre", "cold" and "Hot" Commissioningservices required of the Contractor including all material, equipment,documentation and other resources and deliverables.

Sum 1

19.1.2 Final Pressure/Hydro testing of all piping systems and X-rays of 10% ofsteel pipe buttwelds.

Sum 1

19.2 Commissioning

19.2.1 Supply all spares and consumables required for commissioning Sum 1




CONTRACT SUM SUMMARY

BILL NO. 1 - PRELIMINARY AND GENERAL ITEMSBILL NO. 2 - EARTHWORKSBILL NO. 3 - LATERAL SUPPORTBILL NO. 4 - PILINGBILL NO. 5 - CONCRETE, FORMWORK AND REINFORCEMENTBILL NO. 6 - PRECAST CONCRETEBILL NO. 7 - MASONRYBILL NO. 8 - WATERPROOFINGBILL NO. 9 - ROOF COVERINGSBILL NO. 10 - CARPENTRY AND JOINERYBILL NO. 11 - IRONMONGERYBILL NO. 12 - STRUCTURAL STEELWORKBILL NO. 13 - METALWORKBILL NO. 14 - STORAGE TANKSBILL NO. 15 - FIRE RETICULATIONBILL NO. 16 - ELECTRICAL, CONTROL AND INSTRUMENTATIONBILL NO. 17 - PAINTWORK - FloorBILL NO. 18 - PROVISIONAL SUMSBILL NO. 19 - COMMISSIONING

SUB TOTAL (EXCL VAT) -

Allow a Budgetary Allowance calculated as 10% of the total Constructionvalue for Health and Safety. This will be paid based on proven cost andmay be deducted in part or in whole should it not be used

SUB TOTAL (EXCL VAT) -

VALUE ADDED TAX 14% -

TENDER AMOUNT (INCL VAT) -


part 2: pricing data - national treasury. part c2... · part 2: pricing data document reference...

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