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SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01/20 ADDEDNUM No : 01 ADDENDUM ISSUE DATE : FRIDAY 24 th JANUARY 2020 Tenders Close : 2pm, 5 th February 2020 IMPORTANT : Tenderers are required to acknowledge this tender addendum prior to the Tender Closing Date - failure to acknowledge may constitute grounds for rejection of Tender. Acknowledgment may be made if your Tender has been submitted prior to receipt of this addendum. The acknowledgment must state whether the price contained in your sealed Tender is to remain unchanged or by how much it is to be increased or decreased in value. Acknowledgements must be sent by email to [email protected] prior to the Tender Closing Date We hereby acknowledge receipt of the above referenced Addendum to the Request for Tender and the Tender Addendum shall be incorporated into our Tender submission. TENDERER NAME:_________________________________________________________ SIGNATURE: __________________________________ Details of Addendum Further to Request for Tender Number T01/20 , Tenderers are advised of the following change(s) or clarification(s) to the Tender Documents. The Schedule of rates, drawings and regional price preference policy did not upload correctly into the tendering platform. These documents as listed below are attached to this addendum. Dwg No 9831-5497-4 Dwg No:9831-5497-3 Dwg No: 8257 C 000 – A Dwg No: 8257-C-001-A Dwg No:8257-C-010-A Schedule of Rates Shire of Menzies Region Price Preference Policy. The Tender period has been extended and the revised Tender closing date is 2pm, 5th February 2020.

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Page 1: SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01… › Profiles › menzies › ... · SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01/20 ADDEDNUM No : 01 ADDENDUM

SEALING MENZIES RD CH 28400 – CH 33000

TENDER NO : T01/20

ADDEDNUM No : 01

ADDENDUM ISSUE DATE : FRIDAY 24th JANUARY 2020

Tenders Close : 2pm, 5th February 2020

IMPORTANT : Tenderers are required to acknowledge this tender addendum prior to the Tender Closing Date - failure to acknowledge may constitute grounds for rejection of Tender.

Acknowledgment may be made if your Tender has been submitted prior to receipt of this addendum. The acknowledgment must state whether the price contained in your sealed Tender is to remain unchanged or by how much it is to be increased or decreased in value.

Acknowledgements must be sent by email to [email protected] prior to the Tender Closing Date

We hereby acknowledge receipt of the above referenced Addendum to the Request for Tender and the Tender Addendum shall be incorporated into our Tender submission. TENDERER NAME:_________________________________________________________ SIGNATURE: __________________________________ Details of Addendum Further to Request for Tender Number T01/20 , Tenderers are advised of the following change(s) or clarification(s) to the Tender Documents. The Schedule of rates, drawings and regional price preference policy did not upload correctly into the tendering platform. These documents as listed below are attached to this addendum. Dwg No 9831-5497-4 Dwg No:9831-5497-3 Dwg No: 8257 C 000 – A Dwg No: 8257-C-001-A Dwg No:8257-C-010-A Schedule of Rates Shire of Menzies Region Price Preference Policy. The Tender period has been extended and the revised Tender closing date is 2pm, 5th February 2020.

Page 2: SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01… › Profiles › menzies › ... · SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01/20 ADDEDNUM No : 01 ADDENDUM

ShireofMenzies PolicyManual FullReviewJuly2015 ~ 58 ~

4.3 RegionalPricePreference

Introduction

Objective

History Former Policy3.16Replaced 29November2012Adopted 25June2015

PolicyStatement

1. Subjectto (2) belowaregionalpricepreferenceof10% istoapplytoonofferforthesupplyofgoodsandservicesnotbeingconstruction (building) servicesa) whohasbeenoperatingcontinuouslyoutofpremisesintheShireofMenziesforat

least6months; b) notestablishedwithintheShireofMenziesonthatcomponentofthepricerelatingto

goodsandservicessuppliedfromsourceswithintheShireofMenzies

2. Aregionalpricepreferenceof5% istoapplytoanofferforthesupplyofa) construction (building) serviceswhohasbeenoperatingabusinessoutofpremises

intheShireofMenziesforatleast6months; b) construction (building) servicesnotestablishedwithintheShireofMenziesonthat

componentofthepricerelatingtoconstruction (building) servicesprovidedbylocalsuppliers;

3. Notwithstanding (1) and (2) above, priceisonlyoneofthefactorstobeassessedwhentheShiredecideswhichofferofsupplytoaccept, andthecheapestoranyofferwillnotnecessarilybeaccepted. Otherfactorstobeconsideredinclude

duediligence, qualityoftheproduct, termsofsupplyincludingaftersalesservice, freightcosts, urgencyfactors, actualcostdifferentialofprovisionofthegoodsorservicesandbudgetprovision.

4. AregionalpricepreferenceapplieswhenevertendersarecalledunlesstheCouncilresolvesotherwiseinreferencetoaparticulartender.

5. Thattendersorquotesbecalledfortheannualsupplyofgoodsandserviceswheretherearebenefitstobegainedfrombulkbuying.

EndofPolicy

COMMENT

AmendmenttothispolicyrequiresStatewideadvertising Function & GeneralRegulations24Ato24G

Page 3: SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01… › Profiles › menzies › ... · SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01/20 ADDEDNUM No : 01 ADDENDUM

RFT 01/20 UPGRADE OF MENZIES NORTH WEST ROAD SLK 27.8 - SLK 33.0 to SEALED ROAD

SCHEDULE OF RATES (Excl GST)Description Quantity Unit Rate Total

ESTABLISHMENT 1 Item -$ -$

TRAFFIC MANAGEMENT 1 Item -$ -$

EMBANKMENT CONSTRUCTION & EARTHWORKS 8750 m3 -$ -$

PAVEMENT 52000 m² -$ -$

BITUMINOUS SURFACING 38480 m² -$ -$

DRAINAGE 11420 m -$ -$

FLOODWAYS 210 m -$ -$

GUIDE POSTS & SIGNAGE 1 Item -$ -$

TOTAL FOR TENDER -$

Page 4: SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01… › Profiles › menzies › ... · SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01/20 ADDEDNUM No : 01 ADDENDUM

RFT 01/20 UPGRADE OF MENZIES NORTH WEST ROAD SLK 27.8 - SLK 33.0 to SEALED ROAD

SCHEDULE OF RATES (Excl GST)DESCRIPTION QUANTITY UNIT RATE TOTAL

Establishment - includes mobilisation, demobilistaion, camp establishment

1 Item -$

SUBTOTAL ESTABLISHMENT -$ TRAFFIC MANAGEMENT

Traffic Management Plan 1 Item -$

Traffic Management on site 1 Item -$

SUBTOTAL TRAFFIC MANAGEMENT -$ EMBANKMENT CONSTRUCTION & EARTHWORKS

Earthworks in Cut - Provsional Quantity 250 m3 -$

Excavation in Rock - RATE ONLY 1 m3

Removal of Unsuitable Material to Gravel pit - RATE ONLY 1 m3

Embankment Construction - Earthworks in Fill (Provisional Quantity), inlcudes building formation using material available immediately adjhacent to the works and supplementing with material from Gravel pit.

8500 m3 -$

SUBTOTAL EARTHWORKS -$

PAVEMENT

Subgrade Preparation 35400 m² -$

Load, Cart Mix Lay and Compact 200mm Gravel Pavement, Compacted to 96% MMDD, includes construction of 900mm pavement batters

52000 m² -$

SUBTOTAL PAVEMENT -$

Page 5: SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01… › Profiles › menzies › ... · SEALING MENZIES RD CH 28400 – CH 33000 TENDER NO : T01/20 ADDEDNUM No : 01 ADDENDUM

SCHEDULE OF RATES (Excl GST)DESCRIPTION QUANTITY UNIT RATE TOTAL

BITUMINOUS SURFACING

First coat C170 (95% Bitumen, 5% Kerosene) primerseal with BAR of 1.3 litres/m² and 14mm aggregate (Final seal design to be submitted by contractor)

38480 m2 -$

Second coat C170 (100% Bitumen) with BAR of 0.5 litres/m² and 7mm aggregate (final seal design to be submitted by contractor) 38480 m2 -$

SUBTOTAL BITUMINOUS SURFACING -$

DRAINAGE

Cut & Improve Existing Drains 750 m -$

Installation of New offshoot Drains 270 m -$

Pull Batters and Finish Surfaces on Table Drains 10400 m -$

SUBTOTAL DRAINAGE -$

FLOODWAYS

Construction of Type 1 Floodway including off road drainage 210 m -$

SUBTOTAL FLOODWAYS -$

GUIDE POSTS & SIGNAGE

Guideposts 74 Ea -$

Floodway Depth Indicators 5 Ea -$

Floodway Warning Sign W5-7-18 6 Ea -$

Road Subject to Flooding Sign G9-21-1 2 Ea -$

Next 5Km Sign R9-7-1C 2 Ea -$

SUBTOTAL GUIDE POSTS & SIGNAGE -$

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AutoCAD SHX Text
FOR A2 BOOKS ONLY:
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NOT TO BE SCALED
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REDUCED DRAWINGS
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8257-C-000
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SHIRE OF MENZIES
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MENZIES NORTH WEST ROAD (27.8 SLK TO 33.00 SLK)
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ROAD CONSTRUCTION AND DRAINAGE DRAWINGS
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PRELIMINARY DRAWING
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NOT TO BE USED FOR CONSTRUCTION PURPOSES
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BUNBURY
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BUNBURY WA 6230
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+61 8 9722 3544
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KALGOORLIE
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KALGOORLIE WA 6430
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+61 8 9021 1811
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WML.COM.AU
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PO BOX 2023
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PO BOX 10309
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PERTH
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PERTH WA 6005
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+61 8 9722 3566
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LEVEL 3, 1 PROWSE ST
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%%ULOCALITY PLAN
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SITE OF
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WORKS
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NOT TO SCALE
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%%UMENZIES NORTH WEST ROAD
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%%USHIRE OF MENZIES
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NOT TO SCALE
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CROSSING
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CREEK
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NARROGIN
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EUCLA
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NORSEMAN
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ESPERANCE
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ALBANY
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BUNBURY
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MANDURAH
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PERTH
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NORTHAM
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KALGOORLIE
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MT MAGNET
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MEEKATHARRA
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NEWMAN
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GERALDTON
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CARNARVON
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EXMOUTH
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PORT HEDLAND
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BROOME
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DERBY
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FITZROY
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HALLS
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KUNUNARRA
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WYNDHAM
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%%UROAD CONSTRUCTION AND DRAINAGE DRAWINGS
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DRAWING INDEX
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DESCRIPTION
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DRAWING No.
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LOCALITY PLAN AND DRAWING INDEX
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8257-C-001
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TYPICAL CROSS SECTION DRAWINGS
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TYPICAL ROAD CROSS SECTIONS
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8257-C-010
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PLAN AND PROFILE DRAWINGS
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PLAN AND PROFILE (MC01) CHA 27800 TO CHA 28450 (27.80 SLK - 28.45 SLK) SHEET 1 OF 9
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8257-C-101
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PLAN AND PROFILE (MC01) CHA 28450 TO CHA 29050 (28.45 SLK - 29.05 SLK) SHEET 2 OF 9
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8257-C-102
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PLAN AND PROFILE (MC01) CHA 29050 TO CHA 29700 (29.05 SLK - 29.7 SLK) SHEET 3 OF 9
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8257-C-103
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PLAN AND PROFILE (MC01) CHA 29700 TO CHA 30300 (29.7 SLK - 30.3 SLK) SHEET 4 OF 9
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8257-C-104
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PLAN AND PROFILE (MC01) CHA 30300 TO CHA 30900 (30.3 SLK - 30.9 SLK) SHEET 5 OF 9
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8257-C-105
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PLAN AND PROFILE (MC01) CHA 30900 TO CHA 31500 (30.9 SLK - 31.5 SLK) SHEET 6 OF 9
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8257-C-106
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PLAN AND PROFILE (MC01) CHA 31500 TO CHA 32100 (31.5 SLK - 32.10 SLK ) SHEET 7 OF 9
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8257-C-107
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PLAN AND PROFILE (MC01) CHA 32100 TO CHA 32700 (32.10 SLK - 32.7 SLK) SHEET 8 OF 9
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8257-C-108
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PLAN AND PROFILE (MC01) CHA 32700TO CHA 33000 (32.7 SLK - 33.00 SLK) SHEET 9 OF 9
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8257-C-109
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CROSS SECTION DRAWINGS
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CROSS SECTION (MC01) CHA 27800 TO CHA 28080 (27.80 SLK - 28.08 SLK) SHEET 1 OF 18
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8257-C-201
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CROSS SECTION (MC01) CHA 28100 TO CHA 28380 (28.10 SLK - 28.38 SLK) SHEET 2 OF 18
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8257-C-202
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CROSS SECTION (MC01) CHA 28400 TO CHA 28680 (28.40 SLK - 28.68 SLK) SHEET 3 OF 18
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8257-C-203
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CROSS SECTION (MC01) CHA 28700 TO CHA 28980 (28.70 SLK - 28.98 SLK) SHEET 4 OF 18
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8257-C-204
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CROSS SECTION (MC01) CHA 29000 TO CHA 29280 (29.00 SLK - 29.28 SLK) SHEET 5 OF 18
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8257-C-205
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CROSS SECTION (MC01) CHA 29300 TO CHA 29580 (29.30 SLK - 29.58 SLK) SHEET 6 OF 18
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8257-C-206
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CROSS SECTION (MC01) CHA 29600 TO CHA 29880 (29.60 SLK - 29.88 SLK) SHEET 7 OF 18
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8257-C-207
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CROSS SECTION (MC01) CHA 29900 TO CHA 30180 (29.90 SLK - 30.18 SLK) SHEET 8 OF 18
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8257-C-208
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CROSS SECTION (MC01) CHA 30200 TO CHA 30480 (30.20 SLK - 30.48 SLK) SHEET 9 OF 18
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8257-C-209
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CROSS SECTION (MC01) CHA 30500 TO CHA 30780 (30.50 SLK - 30.78 SLK) SHEET 10 OF 18
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8257-C-210
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CROSS SECTION (MC01) CHA 30800 TO CHA 31080 (30.80 SLK - 31.08 SLK) SHEET 11 OF 18
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8257-C-211
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CROSS SECTION (MC01) CHA 31100 TO CHA 31380 (31.10 SLK - 31.38 SLK) SHEET 12 OF 18
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8257-C-212
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CROSS SECTION (MC01) CHA 31400 TO CHA 31680 (31.40 SLK - 31.68 SLK) SHEET 13 OF 18
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8257-C-213
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CROSS SECTION (MC01) CHA 31700 TO CHA 31980 (31.70 SLK - 31.98 SLK) SHEET 14 OF 18
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8257-C-214
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CROSS SECTION (MC01) CHA 32000 TO CHA 32280 (32.00 SLK - 32.28 SLK) SHEET 15 OF 18
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8257-C-215
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CROSS SECTION (MC01) CHA 32300 TO CHA 32580 (32.30 SLK - 32.58 SLK) SHEET 16 OF 18
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8257-C-216
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CROSS SECTION (MC01) CHA 32600 TO CHA 32880 (32.60 SLK - 32.88 SLK) SHEET 17 OF 18
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8257-C-217
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CROSS SECTION (MC01) CHA 32900 TO CHA 33000 (32.90 SLK - 33.00 SLK) SHEET 18 OF 18
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8257-C-218
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DRAINAGE DRAWINGS
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CULVERT SCHEDULE AND DRAINAGE DETAILS
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8257-C-300
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CULVERT CROSS SECTIONS
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8257-C-301
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MENZIES
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PRELIMINARY DRAWING
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NOT TO BE USED FOR CONSTRUCTION PURPOSES
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A1
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APPROVED
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NAMES PRINTED IN FULL
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VERIFIED
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DRAWN
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DESIGNED
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DATE
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DRAWING NUMBER
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REVISION
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SCALE
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REVISIONS
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APPROVED
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CLIENT
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PROJECT
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N%%d.
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DATE
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DESCRIPTION
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DRAWING TITLE
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DRAWN
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NOTE: INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING
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*
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OR LAST REVISION OF DRAWING
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THIS DRAWING SHALL BE TREATED AS PRELIMINARY
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AND IS NOT TO BE USED FOR CONSTRUCTION
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PURPOSES UNLESS SIGNED AS APPROVED.
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BUNBURY
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BUNBURY WA 6230
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+61 8 9722 3544
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KALGOORLIE
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KALGOORLIE WA 6430
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+61 8 9021 1811
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WML.COM.AU
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PO BOX 2023
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PO BOX 10309
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PERTH
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PERTH WA 6005
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+61 8 9722 3566
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LEVEL 3, 1 PROWSE ST
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SHIRE OF MENZIES
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JUL '19
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N. DHUNGANA
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AUG '19
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MENZIES NORTH WEST ROAD
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27.80 SLK - 33.00 SLK
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E. CLAASE
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8257-C-001
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B
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LOCALITY PLAN AND DRAWING INDEX
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ND
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30.08.2019
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ADC
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ISUUED FOR CLIENT REVIEW AND COMMENTS
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A
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ND
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30.10.2019
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ADC
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1.5 KM LENGTH ADDED
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B
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·

·

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PRELIMINARY DRAWING
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NOT TO BE USED FOR CONSTRUCTION PURPOSES
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3500
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%%UTYPICAL CROSS SECTION - MENZIES NORTH WEST ROAD (CROWNED SECTIONS IN FILL)
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3500
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200 SEALED SHOULDER
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EXISTING SURFACE
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R MC01
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L
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TWO COAT SEAL
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NOT TO SCALE
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FILL HEIGHT 'H'
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FILL BATTER
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1 IN 4
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1.8m TABLE DRAIN
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%%UDESIRABLE FILL BATTERS
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1 IN 'n'
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mm
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0 - 300
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300 - 1000+
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CUT DEPTH 'D'
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CUT BATTER
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1 IN 3 (ii)
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1 IN 4 (i)
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%%UDESIRABLE EARTH CUT BATTERS
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1 IN 'n'
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mm
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0 - 2500
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2500 +
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70 TOPSOIL SPREAD
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n
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1
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EXISTING SURFACE
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EXISTING SURFACE
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(i) TRANSITION FROM 1:4 TO 1:3 SHOULD OCCUR OVER 20m (ii) BATTERS 1:3 OR STEEPER WILL GENERALLY REQUIRE ROAD SAFETY BARRIERS.
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EDGE OF SEAL
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SUBGRADE SURFACE
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SUBGRADE SURFACE
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PAVEMENT
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PAVEMENT
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PAVEMENT
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EDGE OF SEAL
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n
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1
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REFER 'CUT BATTERS' 'D' TABLES
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PAVEMENT
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PAVEMENT
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PAVEMENT
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REFER 'FILL BATTERS' TABLE 'H'
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UNSEALED SHOULDER
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PAVEMENT BATTER
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200 SEALED SHOULDER
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PAVEMENT BATTER
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UNSEALED SHOULDER
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3500
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TABLE DRAIN
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3500
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200 SEALED SHOULDER
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R MC01
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L
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TWO COAT SEAL
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UNSEALED SHOULDER
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PAVEMENT BATTER
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PAVEMENT BATTER
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200 SEALED SHOULDER
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TABLE DRAIN
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UNSEALED SHOULDER
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%%UTYPICAL CROSS SECTION - MENZIES NORTH WEST ROAD (CROWNED SECTION IN FILL WITH TABLE DRAIN)
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NOT TO SCALE
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4
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1
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NOT TO SCALE
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IA11
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IF11
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CH11
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ES11
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CE11
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CE1J
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ES1J
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CH1J
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IF1J
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IA11
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CH11
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CH1J
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EXISTING SURFACE
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3500
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%%UTYPICAL CROSS SECTION - MENZIES NORTH WEST ROAD (CROWNED SECTIONS IN CUT)
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3500
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200 SEALED SHOULDER
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R MC01
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L
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70 TOPSOIL SPREAD
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NOT TO SCALE
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UNSEALED SHOULDER
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PAVEMENT BATTER
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TABLE DRAIN
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200 SEALED SHOULDER
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UNSEALED SHOULDER
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GUIDE POST SPACING GUIDEPOSTS SHALL BE PLACED AT KEY POINTS, REGARDLESS OF CULVERT LOCATIONS AND THEN ADDING ADDITIONAL GUIDEPOSTS AT CULVERT SITES. IF THE CULVERT IS LOCATED WITHIN 15m OF A NORMAL GUIDEPOST LOCATION, THE GUIDEPOST SPACING SHOULD BE ADJUSTED TO MATCH WITH THE CULVERT SITE. STRAIGHTS THE SPACING SHALL BE ARRANGED SO THAT AT LEAST ONE PAIR OF DELINIEATORS SHALL AT ALL TIMES BE VISIBLE, EXCLUDING ANY POSTS AND DELINEATOR CLOSER THAN 40 METERS. ALONG STRAIGHTS, NOT AT CREST LOCATIONS, SPACING OF GUIDEPOSTS AND DELINEATORS SHALL BE EITHER 150 METERS OR A MAXIMUM OF 300m AS PER AUSTRALIAN STANDARD 1742.2-2009 CLAUSE 4.2.4. CURVES GUIDEPOSTS ON CURVES SHALL BE PLACED IN ACCORDANCE WITH THE FOLLOWING TABLE:::
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CURVE RADIUS (m)
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SPACING (m)
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ON OUTSIDE OF CURVE
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ON INSIDE OF CURVE (NOTE 1)
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6
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12
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100 - 199
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10
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20
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200 - 299
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15
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30
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300 - 399
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20
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40
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400 - 699
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30
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60
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700 - 1199
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60
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60
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1200 - 2000
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90
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90
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>2000
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150
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150
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TABLE NOTES: 1. EACH POST ON THE INSIDE OF A CURVE IS PLACED OPPOSITE A POST ON THE OUTSIDE OF THE EACH POST ON THE INSIDE OF A CURVE IS PLACED OPPOSITE A POST ON THE OUTSIDE OF THE CURVE WHEREVER PRACTICABLE 2. GUIDEPOSTS SHALL BE PLACED ON BOTH SIDES OF THE ROAD AT THE START AND FINISH OF GUIDEPOSTS SHALL BE PLACED ON BOTH SIDES OF THE ROAD AT THE START AND FINISH OF THE CURVE 3. GUIDE POSTS ARE SPACED UNIFORMLY. GUIDE POSTS ARE SPACED UNIFORMLY. FLOODWAYS: 1. IN ADDITION, A PAIR OF GUIDE POSTS SHOULD BE PROVIDED APPROXIMATELY EVERY 25m TO IN ADDITION, A PAIR OF GUIDE POSTS SHOULD BE PROVIDED APPROXIMATELY EVERY 25m TO DELINEATE THE EDGE OF THE ROAD PAVEMENT.
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3%%%
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3%%%
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1
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4
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1
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4
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1
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4
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1
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4
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70 TOPSOIL SPREAD
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EXISTING SURFACE
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EXISTING SURFACE
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PAVEMENT THICKNESS 200
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300 MIN. BELOW SUBGRADE SURFACE
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300 MIN. BELOW SUBGRADE SURFACE
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SUBGRADE SURFACE
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SUBGRADE SURFACE
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1
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4
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1
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4
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3%%%
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3%%%
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TWO COAT SEAL
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PAVEMENT THICKNESS 200
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3%%%
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3%%%
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PAVEMENT THICKNESS 200
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1
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4
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1
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4
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1
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4
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1
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4
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300 MIN. BELOW SUBGRADE SURFACE
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300 MIN. BELOW SUBGRADE SURFACE
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70 TOPSOIL SPREAD
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70 TOPSOIL SPREAD
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EXISTING SURFACE
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EXISTING SURFACE
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A1
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APPROVED
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NAMES PRINTED IN FULL
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VERIFIED
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DRAWN
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DESIGNED
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DATE
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DRAWING NUMBER
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REVISION
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SCALE
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REVISIONS
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APPROVED
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CLIENT
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PROJECT
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N%%d.
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DATE
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DESCRIPTION
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DRAWING TITLE
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DRAWN
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NOTE: INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING
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*
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OR LAST REVISION OF DRAWING
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THIS DRAWING SHALL BE TREATED AS PRELIMINARY
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AND IS NOT TO BE USED FOR CONSTRUCTION
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PURPOSES UNLESS SIGNED AS APPROVED.
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BUNBURY
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BUNBURY WA 6230
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+61 8 9722 3544
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KALGOORLIE
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KALGOORLIE WA 6430
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+61 8 9021 1811
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WML.COM.AU
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PO BOX 2023
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PO BOX 10309
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PERTH
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PERTH WA 6005
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+61 8 9722 3566
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LEVEL 3, 1 PROWSE ST
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SHIRE OF MENZIES
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JUL '19
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N. DHUNGANA
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AUG '19
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MENZIES NORTH WEST ROAD
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27.80 SLK - 33.00 SLK
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E. CLAASE
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8257-C-010
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B
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TYPICAL ROAD CROSS SECTIONS
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ND
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30.08.2019
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ADC
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ISUUED FOR CLIENT REVIEW AND COMMENTS
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A
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ND
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30.10.2019
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ADC
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1.5 KM LENGTH ADDED
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B
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