Web viewOverhead charges and profit on Items B002.06.01 to B002.06.03 ... Extra over item 302.09 for the construction of manholes in excess of 1,0 m ... BUILDING

Contract No: SID WS 16 - 2014/15Part C2: Pricing Data

PART C2: PRICING DATA

PRICING DATA

CONTENTS

C2.1 PRICING INSTRUCTIONS ………………………………………………………………2

C2.2 BILL OF QUANTITIES ……………………………………………………………….......4

C2.3 SUMMARY OF PRICE SCHEDULE …………………………………………….….…18

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C2.1 PRICING INSTRUCTIONS

1. General

1.1 This section provides the tenderer with guidelines and requirements with regard to the completion of the Price Schedule. The Schedule has to be completed in black ink and the tenderer is referred to the Tender Specifications in regard to the correction of errors.

1.2 The Price Schedule shall be read with all the documents which form part of this Contract.

1.3 The following words shall have the meanings hereby assigned to them:

Unit: The unit of measurement for each item of work in terms of the Specifications and the Project Specifications.

Quantity: The number of units of work for each item.

Rate: The payment per unit of work at which the tenderer tenders to do the work.

Amount: The product of the quantity and the rate tendered for an item.

Lump sum: An amount tendered for an item, the extent of which is described in the Price Schedule, the Specifications and the Project Specifications, but the quantity of work of which is not measured in any units.

1.4 Reference shall be made to the General and Special Conditions of Contract regarding Provisional and Prime Costs Sums.

2. Pay Items

2.1 Descriptions in the Price Schedule are abbreviated and comply generally with those in the Standard Specifications. The measurement and payment clause of each Standard Specification, read together with the relevant clauses of the Scope of Work, set out what ancillary or associated activities are included in the rates for the operations specified. Should any requirements of the measurement and payment clause of the applicable Standard Specification, or the Scope of Work, conflict with the terms of the Price Schedule, the requirements of the Standard Specification or Scope of Work, as applicable, shall prevail.

2.2 The item numbers appearing in the Price Schedule refer to the corresponding item number in the standard specifications or as amended in the Scope of Work. In the latter case, the item number is prefixed with the letter “B”. The same applies to new clauses added to the standard specifications.

2.3 Unless otherwise stated, items are measured net in accordance with the drawings, and no allowance is made for waste.

2.4 The quantities set out in the Price Schedule are the estimated quantities of the Works, but the Contractor will be required to undertake whatever quantities may be directed by the Engineer from time to time. The Contract Price for the completed contract shall be computed from the actual quantities of work done, valued at the relevant unit rates and prices.

2.5 The units of measurement described in the Price Schedule are metric units. Abbreviations used in the Price Schedule are as follows:

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mm = millimetre h = hourm = metre kg = kilogramKm = kilometre t = ton (1000kg)m2 = square metre no. = numberm2.pass= square metre pass sum = lump sumha = hectare MN = mega Newtonm3 = cubic metre MN.m = mega Newton-metrem3.km = cubic metre-kilometre PC sum = Prime Cost suml = litre Prov sum = Provisional sumkl = kilolitre % = Per centMPa = Mega Pascal kW = kilowattV = Volt KVA = kilovolt-ampereA = Ampere R/only = rate onlymonth = per month pe = per establishmentday = per day pm = per person per monthpd = per person per day p = per person

3. Rates

3.1 The prices and rates to be inserted in the Price Schedule are to be full inclusive prices for the work described under the several items. Such prices and rates shall cover all costs and expenses that may be required in and for the execution of the work described, and shall cover the cost of all general risks, liabilities, and obligations set forth or implied in the documents on which the tender is based, as well as overhead charges and profit. Reasonable prices shall be inserted as these will be used as a basis for assessment of payment for additional work that may have to be carried out.

3.2 A price or rate is to be entered against each item in the Price Schedule, whether the quantities are stated or not. An item against which no price is entered or where a word or phrase such as “included” or “provided elsewhere” will be accepted as a rate of nil (R0,00) having been entered against such items and covered by the other prices or rates in the Schedule.

Any work executed to which such a pay item applies, shall be measured under the appropriate items in the Price Schedule and valued at a rate of nil (R0,00). The rate of nil shall be valid irrespective of any change in the quantities during the execution of the Contract.

3.3 The Tenderer shall fill in a rate against all items where the words “rate only” appears in the amount column. The intention is that, although no work is foreseen under such item and no quantities are consequently given in the quantity column, the tendered rate shall apply should work under this item be actually required.

3.4 Except where rates only are required, the Tenderer shall insert all amounts to be included in his total tendered price in the “Amount” column and show the corresponding total tendered price.

3.5 The tenderer shall n

3.6 All rates and sums of money quoted in the Price Schedule shall be in rands and whole cents. Fractions of a cent shall be discarded.

3.7 All prices and rates entered in the Price Schedule must be excluding VAT. VAT will be added last on the summary page of the Price Schedule.

3.8 Should excessively high unit prices be tendered, such prices may be of sufficient importance to warrant rejection of a tender by the Employer.

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C2.2 BILL OF QUANTITIESITEM LI/SC DESCRIPTION UNIT QUANTITY RATE AMOUNT

SERIES 0 : GENERAL

1 SECTION 001 : GENERAL REQUIREMENTS AND CHARGES

B001.01 Preliminary and general charges:B001.01.01 Fixed Charges:B001.01.01.01 R200,000 or less % R 200,000 Rate Only

B001.01.01.02

More than R200,000 up to and including R650,000 % R 650,000 Rate Only

B001.01.01.03

More than R650,000 up to and including R2,000,000 % R 2,000,000 Rate Only

B001.01.01.04

More than R2,000,000 up to and including R4,000,000 % R 4,000,000 Rate Only

B001.01.01.05


B001.01.01.06


B001.01.01.07


B001.01.01.08


B001.01.01.08


B001.01.02Time-related charges for work to the value of (excluding General Requirements and Charges)

B001.01.02.01 R200,000 or less month 1 Rate Only

B001.01.02.02

More than R200,000 up to and including R650,000 month 1 Rate Only

B001.01.02.03

More than R650,000 up to and including R2,000,000 month 2 Rate Only

B001.01.01.04

More than R2,000,000 up to and including R4,000,000 month 2 Rate Only

B001.01.01.05


B001.01.01.06


B001.01.01.07


B001.01.01.08


001.03 Excavate by hand to expose existing services and backfill m³ 1000

B001.04Compliance with the Occupational Health and Safety Act and applicable Regulations

B001.04.01 Compilation of a Health and Safety Plan pe 1

B001.04.02 Provision of a Health and Safety File pe 1

B001.04.03 Implementation of Occupation Health and Safety Plan pe 1

B001.04.04 Provision of Construction Supervisors:B001.04.04.01 Part Time pd 1

B001.04.04. Full Time pm 1

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02B001.04.05 Provision of a Safety Officer:B001.04.05.01 Part Time pd 1

B001.04.05.02 Full Time pm 1

B001.04.06 Health and Safety Training pd 10

B001.04.07 Provision of Personal Protective Clothing and Equipment p 10

B001.04.08 Provision of Safety Fences, Signs and Barricades pe 1

B001.05 Community Liaison OfficerB001.05.01 Monthly Wage month 12

B001.05.02 Percentage on item B001.05.01 for charges and profit %

B001.06Supply, erection of the name board and removal after completion of the contract

No 5

B001.07Provision for administration of local emerging contractors and nominated/selected sub-contractors

No 20

B001.09 Training of targeted labourers Prov Sum 1

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ITEM LI/SC DESCRIPTION UNIT QUANTITY RATE AMOUNT

B001.10 Dayworks

B001.10.

Expenditure on Dayworks items (eg wages paid to work and invoiced sum of cost of material delivered on site)

Prov Sum 1

LabourB001.10.01 LI Unskilled workers Person/day 10

B001.10.02 LI Skilled workers (Artisans) Person/day 30

B001.10.03 Operators and drivers (where measured separately) Sum 1

B001.10.04 Foremen Rate/day 2

B001.10.05 Others (specify) Rate/day 2

Constructional PlantLowbed transport of plant to and from the site t.km 10

B001.10.06 Back-acting excavators: - (i) (Specify type, power and mass) h 1,000

- (ii) etc (for other back-acting excavators) h 500

B001.10.07 Compactors:

- (i) (Specify type and mass) h 2,000 - (ii) etc (for other types and masses) h 1,500

B001.10.08 Compressors: - (i) (Specify capacity and number of tools) h 2,000

- (ii) etc (for other compressors and tools) h 1,500

B001.10.09 Trucks:

- (i) (Specify type, and capacity) h 5,000

- (ii) etc (for other trucks) h 2,500

B001.10.10 Light delivery vehicles:

- (i) (Specify load capacity) km 10,000

- (ii) etc (for other) km 5,000

B001.10.11 Cost of materials delivered to site (specify) Prov Sum 1 50,000

B001.11 Cost of Survey in terms of Land Survey Act.

B001.11.01 Trigonometrically survey and boundary pegs - locate and record Sum 1

B001.11.02 Trigonometrically survey and boundary pegs - protect and re-establish

Sum 1

B001.11.03 Trigonometrical survey and boundary pegs placed No 3300

001.12 Compliance with the Environmental Management Plan (C3.9) l/sum 1

TOTAL DIVISION A - SECTION 001 : GENERAL REQUIREMENTS AND CHARGES



SERIES 0 : GENERAL

B002 SECTION 002 : ENGINEERS'S ACCOMMODATION

B002.01 Services:B002.01.01 Services for offices and laboratories l/sum Pe

B002.01.02

Services for ablution facilities on Site for the Engineer's Site staff l/sum Pe

B002.02 Treatment and maintenance of areas surrounding offices and laboratories l/sum Pe

B002.03 Office and laboratory accommodation l/sum Pe

B002.04 Provision of survey equipment and assistants l/sum Pe

B002.05 Office for the Construction & Materials Manger l/sum Pe

B002.06 PROVISIONAL SUMSB002.06.01 Sums stated provisionally by the Engineer

B002.06.02

Third party inspection of pipes, fittings and valves

Prov Sum 1 100,000 100,000

B002.06.03

Special testing of materials by an approved independent laboratory

Prov Sum 1 100,000 100,000

B002.06.04

Overhead charges and profit on Items B002.06.01 to B002.06.03 above %

B002.06.05

Design of concrete mixes by a specialist organization appointed by the Engineer

Prov. Sum 1 100,000 100,000

B002.07 PIPE JACKING AND BORING Prov Sum 1 2,500,000 2,500,000

Overhead charges and profit on item B002.07 %

TOTAL DIVISION A - SECTION 002: ENGINEERS'S ACCOMMODATION

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SERIES 1: ANCILLARY WORK

101 SECTION 101: SITE CLEARING AND GRUBBING

101.01 Clearing and grubbing:101.01.01 LI Areas m² 1000

101.01.02 Strips (3m wide) m 56000

101.02 LI Cutting and removing large trees with girth:

101.02.01 LI Exceeding 1 m and up to and including 2 m No 30

101.02.02 Exceeding 2 m and up to and including 3 m No 5

101.03Grubbing and the removal of the stumps and roots of large trees with a girth:



101.04 Reclearing areas (only on the written instructions of the Engineer)

101.04.01 Strips (3m wide on pipeline route) m 500

101.04.02 LI Areas not classified as strips m² 500

101.05 Removal and Disposal of specific elements

101.05.01 LI Concrete Kerbing / Kerbing combination m³ 100

101.05.02 Concrete or brick elements (reinforced or unreinforced) m³ 100

101.05.02.01 LI Foundations &floorslabs of dwellings m³ 100

101.05.02.02 LI Walls of dwellings m³ 50

101.05.03 LI Asphalt surfacing m² 40

TOTAL DIVISION A - SECTION 101: SITE CLEARING AND GRUBBING


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SERIES 1: ANCILLARY WORK

102 SECTION 102: ACCOMMODATION OF TRAFFIC

B102.01 Accommodation of traffic and maintenance of bypasses m 300

B102.02 Earthworks for bypasses:B102.02.01 Shaping of bypasses m² 300

102.03 Gravel wearing courses for bypasses m³ 200

102.06 Standard bituminous surfacing of bypasses m² 200

102.07 Existing roads used as bypasses prov/sum 1

B102.08

Maintenance of surfacing and pavement layers of bitumen- surfaced bypasses and existing bitumen-surfaced roads used as bypasses

m² 1

102.09 Traffic lights prov/sum 1102.1 Temporary fencing and gates:102.10.01 Temporary fencing m 50

102.10.02 Temporary gates No 1

102.12 Provision of temporary bridges for maintaining access to properties:

102.12.01 LI Temporary pedestrian bridges No 200

102.12.02 LI Temporary vehicular bridges No 100

102.13Moving of temporary bridges to and their re-erection in entirely new positions:

102.13.01 LI Temporary pedestrian bridges No 50

102.13.02 LI Temporary vehicular bridges No 50

102.14 Temporary traffic-control facilities:B102.14.01 LI Flagmen pd 80

102.14.02 Portable STOP and GO-RY signs No 4

102.14.03 Amber flicker lights No 2

102.14.04Road signs, TR-series, 1 200 mm in diameter or 900 mm x 675 mm if rectangular

No 10

102.14.05 Road signs, TW-series, 1 524 mm sides No 10

102.14.07 Danger plates and delineators (1000mm X 250mm) No 20

B102.14.09 Traffic cones (500mm height) No 20

102.15 Re-use or removal of traffic control facilities:

102.15.01 LI Flagmen Person/hour 5

102.15.04Road signs, TR-series, 1 200 mm in diameter or 900 mm x 675 mm if rectangular

No 5

102.15.05 Road signs, TW-series, 1 524 mm sides No 5

102.15.07 Danger plates and delineators ((1000mm X 250mm) No 10

B102.15.09 Traffic cones (500mm height) No 10

TOTAL DIVISION A - SECTION 102: ACCOMMODATION OF TRAFFICSERIES 1 : ANCILLARY WORKSECTION 103 : OVERHAUL

103.01 Overhaul on material hauled outside the defined free-haul boundaries (Free m³.km 25000

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Haul 5 Km)TOTAL DIVISION A - SECTION 103 : OVERHAUL


SERIES 2: EARTHWORKS

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202 SECTION 202: TRENCHING202.01 Trench excavations:202.01.01 Up to 1,0 m wide202.01.01.01 LI Up to 1,0 m deep m³ 31577

202.01.01.02 LI Over 1,0 m and up to 1,5 m deep m³ 10927

202.01.01.03 Over 1,5 m and up to 2,0 m deep m³ 4152







202.01.01.10 Over 5 m and up to 5,5 m deep m³ 185

202.01.01.11 Over 5,5 m and up to 6 m deep m³ 57

202.01.02 Over 1,0 m and up to 2,0 m wide202.01.02.01 LI Up to 1,0 m deep m³ 33

202.01.02.02 LI Over 1,0 m and up to 1,5 m deep m³ 24








202.01.01.11 Over 5,5 m and up to 6 m deep m³ 222

202.02 Extra over items 202.01, 202.03, 202.04 and 202.09 for excavating in:

202.02.01 Intermediate material m³ 11964

202.02.02 Hard material m³ 47854202.02.03 Boulder Class 1 m³ 8000202.02.04 Boulder Class 2 m³ 5000202.03 Excavations outside the normal trench profile m³ 4900

202.04 LI Hand excavation (extra over item 202.01) m³ 2000

202.06The backfilling of trenches (excluding selected backfill around /and the pipe barrel) with material obtained from excavations

m³ 2190.8

202.07 Extra over items 202.06 and 202.13 for using backfill material obtained:

202.07.01 From borrow areas m³ 1095

202.07.02 From sources provided by Contractor m³ 1095

202.07.03 From Commercial sources m³ 2500

202.08 Backfilling additional excavations in trench floor, using:

202.08.01 LI Class 1:3:6/19 concrete m³ 1260

202.08.02 Concrete aggregate, max size 38 mm m³ 50

202.09 Subsurface drains in trench bottoms m 65000


202.10 Removal of spoil material -

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202.10.01 To positions indicated on the Drawings or by the Engineer m³ 5000

202.10.02 To dumping areas to be provided by the Contractor m³ 5000

202.11 Timbering and shoring left in excavation m² 1500

202.12

Extra over item 202.06 for additional compaction of backfill to 93% of modified AASHTO density in road reserves. (Test results to be supplied for additional compaction)

m³ 10000

202.13 Backfilling trenches with soilcrete m³ 650

202.15 Reinstatement of bitumen surfaced roads (per instruction of the engineer ) m² 2500

B202.16 Services that intersect a trench No 100

B202.17 Services that adjoin a trench m 50

B202.18 Saw-cutting and removal of premixB202.18.01 Premix thickness up to 50mm m² 2200

B202.18.02 Premix thickness from 51mm up to 100mm m² 300



B202.19 LI Hand excavation for trenches inside erven. Trench 750mm wide and 1500mm deep m 10000

TOTAL DIVISION A - SECTION 202: TRENCHING

ITEM LI/SC DESCRIPTION UNIT QTY RATE AMOUNT

SERIES 3: SEWERSSECTION 302: SEWERS: CONSTRUCTION

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302.01 Supplying and laying of sewer pipes

302.01.01Supplying, laying and jointing of sewer pipes (SANS 1601) irrespective of depth or width of trench:

302.01.01.01 LI 110 mm uPVC Class 400 m 72375

302.01.01.02 LI 160 mm uPVC Class 400 m 52613

302.01.01.03 LI 200 mm uPVC Class 400 m 2700

302.01.01.04 LI 250 mm uPVC Class 400 m 3500

302.01.01.05 315 mm uPVC Class 400 m 1900

302.01.01.06 355 mm uPVC Class 400 m 200

302.01.02Supplying, laying and jointing of sewer pipes (SANS 4427) irrespective of depth or width of trench:

302.01.02.01 300 mm HDPE (PE80,PN10) m 1000

302.01.02.02 350 mm HDPE (PE80,PN10) m 300

302.01.02.03 400 mm HDPE (PE80,PN10) m 100

302.01.02.04 450 mm HDPE (PE80,PN10) m 121

302.01.02.05 500 mm HDPE (PE80,PN10) m 1600

302.01.02.06 600 mm HDPE (PE80,PN10) m 420

302.02 Constructing of pipe bedding302.02.01 LI Class B bedding for flexible pipes

302.02.01.01 LI 110 mm pipes m 52375

302.02.01.02 LI 160 mm pipes m 52613

302.02.01.03 LI 200 mm pipes m 2700

302.02.01.04 LI 250 mm pipes m 3500

302.02.01.05 300 mm pipes m 1900

302.02.01.06 350 mm pipes m 1103

302.02.01.07 400 mm pipes m 10

302.02.01.08 450 mm pipes m 10

302.02.01.09 500 mm pipes m 1600

302.02.01.10 600 mm pipes m 420

302.03 LI Concrete encasing of pipes m3 50

302.04

Extra over item 302.01 for supplying, installing and jointing with an approved method of coupling the following PVC-U pipe fittings in the main sewer lines

302.04.01 Branch junctions:

302.04.01.01 110 mm dia off 160 mm dia No 1880

302.04.01.02 160 mm dia off 160 mm dia & bend No 540



302.04.04 200mm half channels cast in benching No 500

302.04.05 200mm x 200mm half channel branches No 250


302.06Construction of vertical house connections (as per DWG 7515-S104)

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302.06.01 Type A house connections:

302.06.01.01 LI Up to but not exceeding 1,5m in depth No 1200

302.06.01.02 LI Exceeding 1,5m but not exceeding 2,0m in depth No 660

302.06.01.03 Exceeding 2,0m but not exceeding 2,5m in depth No 15


302.06.01.05 Exceeding 3m but not exceeding 3,5m in depth No 1

302.06.02 Type B house connections:


302.06.02.02 Exceeding 2,5m but not exceeding 3m in depth No 50



302.06.03 Type D house connections:

302.06.03.01 Up to but not exceeding 1,5m in depth No 200







302.06.04 Type C house connections:

302.06.04.01 LI Up to but not exceeding 1,5m in depth No 250

302.06.04.02 Li Exceeding 1,5m but not exceeding 2,0m in depth No 200





302.07 Construction of cleaning eyes (Lamp poles) (DWG 7515-S106)

302.07.01 LI Up to but not exceeding 1,5m in depth No 921

302.07.02 LI Exceeding 1,5m but not exceeding 2,0m in depth No 821


302.07.03 Exceeding 2,0m but not exceeding 2,5m in depth No 595


302.07.05 Exceeding 3m but not exceeding 3,5m in No 30

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depth



302.08 Marker blocks No 3300

302.09 Construction of manholes, up to 1,0m deep

302.09.01 For sewers 300mm in diameter and smaller:









302.09.02 For sewers with diameters exceeding 300mm:









302.10Extra over item 302.09 for the construction of manholes in excess of 1,0 m deep

302.10.01 For sewers 300mm diameter and smaller

302.10.01.01 Precast manhole sections for diameter 1250 mm No 200

302.12 Supplying and installing manhole covers and frames

302.12.01 LI SANS 558 Type 4 circular No 1000

302.12.02 LI SANS 558 Type 2A circular No 100

302.12.03 LI Precast concrete cover with type 2A CI frame No 20

302.12.04 LI Precast concrete cover with type 4 CI frame No 20

302.12.05 Precast concrete cover with precast concrete frame:

302.12.05.01 560mm diameter heavy duty No 100

302.13Extra over item 302.09 for the construction of house connections from manholes

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302.13.01 One-house connections No 150

302.13.02 Two-house connections No 30

302.13.03Removal and reinstatement of water meters during installation of house connections and water connections

No 150

302.14Supplying and placing selected backfill material around and up to 300mm above pipe barrels using

302.14.01 LI Excavated material m3 8000

302.14.02 LI Imported material m3 4000

302.16 Connecting to existing manholes302.16.01 110 mm dia PVC-U 400 kPa No 10

302.16.02 160 mm dia PVC-U 400 kPa No 10

302.16.03 200 mm dia PVC-U 400 kPa No 10

302.16.04 250 mm dia PVC-U 400 kPa No 10

302.16.05 300mm HDPE No 1

302.16.06 350mm HDPE No 1

302.16.07 400mm HDPE No 1

302.16.08 450mm HDPE No 1

302.16.09 500mm HDPE No 1

302.16.10 600mm l HDPE No 2

302.16.11 700mm HDPE No 2

302.16.12 750mm HDPE No 2

302.20.Preliminary work prior to the construction of manhole on an existing pipeline

302.20.01 160 mm RC No 10302.20.02 200 mm RC No 10302.20.03 355 mm RC No 10

302.21Extra over sub-item 302.14.02 for using material obtained from sources provided by the Contractor

m3 7350

TOTAL DIVISION A - SECTION 302: SEWERS: CONSTRUCTION


SERIES 3: SEWERSSECTION 303: TESTING

303.01 Testing of manholes No 1070

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303.02 Air testing of sewers303.02.01 LI 110 mm pipes m 72375

303.02.02 LI 160 mm pipes m 52613

303.02.03 LI 200 mm pipes m 2700

303.02.04 LI 250 mm pipes m 3500

303.02.05 LI 300 mm pipes m 900

303.02.06 LI 350 mm pipes m 1103

303.02.07 LI 400 mm pipes m 10

303.02.08 LI 450 mm pipes m 10

303.02.09 LI 500 mm pipes m 1600

303.02.10 LI 600 mm pipes m 420

303.03 CCTV Camera Inspection303.03.01 110 mm dia m 72375

303.03.02 160 mm dia m 52613

303.03.03 200 mm dia m 2700

303.03.04 250 mm dia m 3500

303.03.05 300 mm dia m 900

303.03.06 350 mm dia m 1103

303.03.07 400 mm dia m 10

303.03.08 450 mm dia m 10

303.03.09 500 mm dia and wider m 1600

303.03.10 600 mm dia and wider m 420

TOTAL DIVISION A - SECTION 303: TESTING


SERIES 5: DRAINAGE AND EROSION PROTECTIONSECTION 501: SUBSURFACE DRAINS AND DRAINAGE BLANKETS

501.01 Crushed stone

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501.01.02 LI Single-sized 19mm crushed stone m3 1887

501.04 Geotextiles (Kaytech U24 or similar) m2 62886

TOTAL DIVISION A - SECTION 501: DRAINAGE AND EROSION PROTECTION


SERIES 5: EROSION PROTECTIONSECTION 505: SUBSURFACE DRAINS AND DRAINAGE BLANKETS

505.01 LI Foundation trench excavation and backfilling505.01.01 In solid rock (material which requires blasting) m3 1200

505.01.02 LI In all other classes of material m3 5000

505.02 Surface preparation for the beddings for Gabions m2 50

505.03 Gabions505.03.01 Gabion: Gabion boxes (1,5 x 1,5 mesh wire) m3 200

505.05 Filter fabric for gabions and rip rap (Kay tech v24 or similar) m2 100

TOTAL DIVISION A - SECTION 505: SUB-SURFACE DRAINS AND DRAINAGE BLANKETS


001 SECTION 001: GENERAL REQUIREMENTS AND CHARGES

001.03 LI/SC Excavate by hand to expose existing services, and backfill m³ 250

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B001.06 Provision of construction and materials manager

Prov Sum 1

B001.09 Training of targeted labourers Prov Sum 1

TOTAL DIVISION B – SECTION 001: GENERAL REQUIREMENTS AND CHARGESSERIES 1: ANCILLARY WORK

103 SECTION 103: OVERHAUL

103.01 Overhaul on material hauled outside the defined free-haul boundaries m³.km 60000

TOTAL DIVISION B – SECTION 103: OVERHAUL

104 SECTION 104: LANDSCAPING AND GRASSING

104.01 Trimming:

104.01.01 Machine trimming m² 3000

104.01.02 LI Hand trimming m² 50000

104.03 Preparing areas for grassing and ground covers:

104.03.01 Scarifying ha 1

104.03.02 Topsoiling on the Site with;

104.03.02.01 Topsoil obtained from the Site or borrow areas provided by the Employer m³ 200

104.03.02.02 Topsoil provided by the Contractor from other sources (including all haul) m³ 200

104.03.05 Stockpiling of topsoil ha 1

104.04 Grassing:

104.04.01 LI Planting of grass cut tings ha 1

104.08 Extra work for landscaping prov/sum 1

TOTAL DIVISION B: SECTION 104: LANDSCAPING AND GRASSING 105 SECTION 105: FENCING

105.01 SC Supply and erection of new fencing material:

105.01.01 SC Ordinary fences m 29399

105.01.02 SC Security fences m 1000

105.01.03 SC Concrete fences (1.8) m 200

105.01.04 SC Brick walls m 1000

105.01.05 SC Palisades m 1000

105.03 SC Moving of existing fences and gates(remove and reinstate)

105.03.01 SC Fences

105.03.01.02 SC Ordinary fences m 36500

105.03.01.02 SC Security fences m 130

105.03.02 SC Gates No 40

105.04 SC Dismantling of existing fences m 20000

105.06 SC Provision of temporary fencing

105.06.01 SC Diamond mesh wire m 150

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B105.08 SC Allow for moving of existing fences and boundary walls:

B105.08.01 SC All types of wire fencing m 1500

B105.08.02 SC All types of brick walls including plaster walls m 500

B105.08.03 SC All types of concrete walls m 150

B105.08.04 SC All types of wrought iron fences m 450

B105.08.05 SC All types of palisades m 390

TOTAL DIVISION B - SECTION 105: FENCINGSERIES 2: EARTHWORKS

202 SECTION 202: EARTHWORKS202.1 Removal of spoil material:

202.10.01 SC To positions indicated on the Drawings or by the Engineer m³ 2900

202.10.02 SCTo dumping areas to be provided by the Contractor m³ 12370

202.2Hand excavations of 450mm X 300mm trench and backfill inside erven for 20mm water pipe m 52000

TOTAL SECTION 202: EARTHWORKSSERIES 3: SEWERS

302 SECTION 302: SEWERS: CONSTRUCTION

302.15 LI/SC Extra over item 302.14.01 screening material m³ 400

302.17 LI/SC Construction of anchor blocks on steep grades m³ 40

TOTAL SECTION 302: SEWERS - CONSTRUCTIONSERIES 4: WATER RETICULATION AND WATER MAINS

402 SECTION 402: CONSTRUCTION

402.01 Supply, laying and joining of water pipes irrespective of depth

402.01.01 HDPE Type 4

402.01.01.01 20mm diameter pipe m 52000

402.02Extra over Item 402.01 for providing and installing fittings, valves and specials:

402.02.01 Flanged gate valves PN16

402.02.01.01 100mm diameter No 1000

402.02.02Vent-O- Mat RGX air valve PN16 or similar approved.

402.02.02.01 100mm diameter No 500

402.02.03 CI scour tee. Table 16 SANS 1123

402.02.03.01 200mm diameter No 1000

402.02.04 PN16 Wafer check non return valves

402.02.04.01 200mm diameter No 500

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402.02.05 uPVC PN 16, bends

402.02.05.01 22,5 degrees, 200 mm diameter No 1500

402.02.05.02 45 degree, 200 mm diameter No 500

402.02.05.03 90 degree, 200 mm diameter No 500

402.02.06 flanged spigot 200mm long

402.02.06.01 200mm diameter No 500

402.03 Encasement of pipes with:

402.03.01 Class 15/19 concrete m³ 1000

402.04Providing thrust blocks using class 15/19 concrete m³ 1500

402.05

Supplying and placing unscreened selected backfill material under, alongside and up to 200 mm above pipe barrels using:

402.05.01 Excavated material m³ 10000

402.05.02Imported material from sources provided by the Employer m³ 5000

402.05.03Imported material from sources provided by the Contractor m³ 5000

402.06Extra over item 402.05 for screening excavated material for selected backfill m³ 2500

402.07 Valve chambers complete for –

402.07.01Flanged gate valves not exceeding 200 mm in dia:

402.07.01.01 DN 200 PN16, Isolationg valve chamber No 150

402.07.01.02 DN 200 PN16, Non return valve chamber No 150

402.07.01.03 DN 200 PN16, Flow meter chamber No 150

402.07.04 Double air valve No 100

402.08 Marker blocks No 500

402.10 Sterilizing of pipelines m 52000

402.12.01 Cut and fit 20mm diameter pipe to existing water supply No 3300

402.13.01 Supply and install 20mm equal T-piece with Plascon or similar approved adaptor No 3300

TOTAL DIVISION B - SECTION 402: CONSTRUCTION403 SECTION 403: TESTING403.01 Hydraulic field - testing of pipelines m 52000

TOTAL DIVISION B -SECTION 403: TESTINGSERIES 8: SPECIFIC WORKS

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805 SECTION 805: BUILDING WORK

B805.13 Toilet structure complete as per DWG S7515 S105 with plumbing and fitting as shown No 3300

TOTAL DIVISION B: SECTION 805: BUILDING WORK

TOTAL DIVISION B – LOCAL EMERGING CONTRACTORS

SUMMARY OF SCHEDULES DIVISION AITEM AMOUNT ('R)

SERIES 0001 General Requirements and Charges R

002 Engineers Accommodation R

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SERIES 1101 Site Clearing and Grubbing R

102 Accommodation of Traffic R

103 Overhaul R

SERIES 2202 Trenching R

SERIES 3302 Construction R

303 Testing R

SERIES 5501 Subsurface Drains and Drainage Blankets R

505 Erosion Protection R

TOTAL CONSTRUCTION COST (DIVISION A) R

SIGNATURE OF PERSON AUTHORISED TO SIGN THE TENDER: ___________________________________

DATE:

PARTICULARS OF PERSON AUTHORISED TO SIGN THE TENDER:

Name:

Tel No:

ID No:

BANK PARTICULARS:

Account No:

Bank:

Branch Code:

I hereby authorise National-Infra Project Managers (Pty) Ltd, to obtain a bank code with respect to the above-mentioned bank account through ABSA Bank as intermediary.

SIGNED:TENDERER:

SUMMARY OF SCHEDULES DIVISION BITEM AMOUNT ('R)

SERIES 0001 General Requirements and Charges R

SERIES 1103 Overhaul R

104 Landscaping and grassing R

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105 Fencing R

SERIES 2202 Earthworks R



SERIES 8805 Building Work R

TOTAL CONSTRUCTION COST (DIVISION B) R


DATE:


Name:

Tel No:

ID No:

BANK PARTICULARS:

Account No:

Bank:

Branch Code:


SIGNED:TENDERER:

SUMMARY OF PRICE SCHEDULEAMOUNT

RTOTAL DIVISION A RTOTAL DIVISION B RSUBTOTAL RAdd 10% for contingencies on Subtotal R

SUBTOTAL (DIVISION A + DIVISION B + Contingencies) R

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Add 14% VAT R

CONTRACT PRICE CARRIED FORWARD TO FORM OF OFFER R


DATE:


Name:

Tel No:

ID No:

BANK PARTICULARS:

Account No:

Bank:

Branch Code:


SIGNED:TENDERER:

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Web viewOverhead charges and profit on Items B002.06.01 to B002.06.03 ... Extra over item 302.09 for the construction of manholes in excess of 1,0 m ... BUILDING