***
AMENDMENT NO.2
TO THEBIDDING DOCUMENTS
Ref: INVITATION FOR BIDSPP3/RRP/W/CB/01
LOT 1 Rehabilitation of M2 Ch șinău-Soroca Road Km. 71+194 - Km. 95+400 iiș
LOT 3Rehabilitation of M2 Chișinău-Soroca Road Km. 116+000 - Km. 139+200 LOT 2Rehabilitation of 2 Ch inău-Soroca Road Km. 95+400 - Km. 116+000 M
LOT 4Rehabilitation of M2 Chișinău-Soroca road km 139+200 – km 154+352 and R7 Soroca-Drochia-Costesti road km 3+414 – km 12+789
Date: February ___, 2012
General: Each of the following amendment articles specifies whether it is applicable to all four (4) lots, or to a specific lot, respectively. Article 1 LOT 1, Section XI: Drawings, design drawings nr. 8-01, 8-02, 21-05-02, 21-06-02, 21-07-02, 21-08-02 and 21-09-02shall be substituted by the drawings from the Attachment#1 hereto. Article 2 LOT 2, Section XI: Drawings, design drawing nr. 27-01 shall be substituted by the drawings from the Attachment#2 hereto. Article 3 LOT 3, Section XI: design drawing nr. 20-02 shall be inserted from the Attachment#3 hereto. Article 4 Section IX in all lots: Technical Specifications. Chapter 012 “Asphalt Concrete for Pavements”, a new row shall be inserted to the end of the table under the paragraph 305.02 “Materials”:
Macadam M 400 coated with bitumen BND 60/90 VSN 123-77
***
i
ii
AMENDMENT NO.2
TO THE BIDDING DOCUMENTS
Ref: INVITATION FOR BIDS PP3/RRP/W/CB/01
ATTACHMENTS
Table of Contents
Attachment # 1 ……………………………………………………………………………………….1
Attachment # 2 ……………………………………………………………………………………….9
Attachment # 3 ……………………………………………………………………………………….12
1
AMENDMENT NO.2
TO THE BIDDING DOCUMENTS
Ref: INVITATION FOR BIDS PP3/RRP/W/CB/01
ATTACHMENT # 1
R50
.00
R.C. 1.6x1.0B.a. 1.6x1.0Acces Nr.1Km 0+110
R.C. 1.6x0.7B.a. 1.6x0.7Acces Nr.4Km 0+300
ocol
ire
30
Balti
ocol
ire
70
50
R15.00
ocolire
30
50
70
Chişinău
ocolire
ocolire
30
50
70
N
Designed
Checked
Consultants/Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043Moldova
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 USA
CLIENT: Millennium Challenge Account Moldova PROJECT: MCC Road Rehabilitation Program
August 2011
Final Design for theSarateni - Soroca - Drochia Junction Road (93 km)
Proiect final pentru sectorul de drumSarateni - Soroca - intersectia Drochia (93 km)
Cortac V.
Dumbrava D.
Coala №
Drawing title Denumirea desenului
Sheet № Original Drawing Size A1 Dimensiunea originala a desenului A1
Planul de Management a Traficului. Etapa 1Sc. 1:1000
Traffic Management Plan. Phase 1Sc. 1:1000
8 - 01
Chisinau
Soroca
Balti
3,502,00 3,50 2,00
2.0 % 4.0 %2.0 %2.0 %
7,00
2 - 2Scale 1:100
11,00
1
1
1
1
3,502,00 3,50 2,00
2.0 % 4.0 %2.0 %2.0 %
7,00
1 - 1Scale 1:100
11,00
Bituminous Binder Course Binder din beton asfaltic poros SKPg-I, SM STB 1033:2008, bitum BND 60/90 - 60 mm Overlay of Coated Macadam, 20-40 mm Criblură fracţionată M 400, 20-40 mm, anrobată cu bitum, aşternută la cald - 60 mm Subbase Course of Crushed Stone M 1200, GOST 8267-93* Strat de fundaţie din piatra spartă M 1200, conform GOST 8267-93* - 240 mm
1,00TemporaryTemporar
2
2
Bituminous Binder Course Binder din beton asfaltic poros SKPg-I, SM STB 1033:2008, bitum BND 60/90 - 60 mm Overlay of Coated Macadam, 20-40 mm Criblură fracţionată M 400, 20-40 mm, anrobată cu bitum, aşternută la cald - 60 mm Cement 8-10% Stabilized Granular Base Course Materiale granulare, stabilizate cu 8-10% ciment - 200 mm
Granular Capping Layer, GOST 8736-93* Strat drenant, balast, conform GOST 8736-93* - 150 mm
TemporaryTemporar Bituminous Binder Course
Binder din beton asfaltic poros SKPg-I, SM STB 1033:2008, bitum BND 60/90 - 60 mm Overlay of Coated Macadam, 20-40 mm Criblură fracţionată M 400, 20-40 mm, anrobată cu bitum, aşternută la cald - 60 mm Subbase Course of Crushed Stone M 1200, GOST 8267-93* Strat de fundaţie din piatra spartă M 1200, conform GOST 8267-93* - 240 mm
1. Maintain Traffic on ExistingConstruct Permanent Pavement for Access №1 and Temporary Pavement as ShownMentinerea circulatiei rutiere pe drumul existentConstructia imbracamintei rutiere permanente la Accesul №1 si celei temporare dupa cum este aratat
2. Shift Traffic to Access №1 and Temporary ConectionConstruct Overpass Bridge, new Access №2, 2', 3 and a Segment of R14Construct Segments of Permanent Embankment and Permanent Pavement for Access №4Transferul circulatiei pe Accesul №1 si drumul de conectare temporarConstructia podului in intregime, a Acceselor noi №2, 2', 3 si a segmentului de drum de pe R14Constructia segmentului terasamentului permanent la Accesul №4
8 - 01
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#1
2
R.C. 1.6x1.0B.a. 1.6x1.0Acces Nr.1Km 0+110
R.C. 1.6x0.7B.a. 1.6x0.7Acces Nr.4Km 0+300
30
Balti
ocol
ire
70
50
30
50
70
Chişinău
ocolire
30
50
70
N
Designed
Checked
Consultants/Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043Moldova
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 USA
CLIENT: Millennium Challenge Account Moldova PROJECT: MCC Road Rehabilitation Program
August 2011
Final Design for theSarateni - Soroca - Drochia Junction Road (93 km)
Proiect final pentru sectorul de drumSarateni - Soroca - intersectia Drochia (93 km)
Cortac V.
Dumbrava D.
Coala №
Drawing title Denumirea desenului
Sheet № Original Drawing Size A1 Dimensiunea originala a desenului A1
Chisinau
Soroca
Balti
1
1
3,502,00 3,50 2,00
2.0 % 4.0 %2.0 %2.0 %
7,00
1 - 1Scale 1:100
11,00
Bituminous Binder Course Binder din beton asfaltic poros SKPg-I, SM STB 1033:2008, bitum BND 60/90 - 60 mm Overlay of Coated Macadam, 20-40 mm Criblură fracţionată M 400, 20-40 mm, anrobată cu bitum, aşternută la cald - 60 mm Subbase Course of Crushed Stone M 1200, GOST 8267-93* Strat de fundaţie din piatra spartă M 1200, conform GOST 8267-93* - 240 mm
1,00TemporaryTemporar
Bituminous Binder Course Binder din beton asfaltic poros SKPg-I, SM STB 1033:2008, bitum BND 60/90 - 60 mm Overlay of Coated Macadam, 20-40 mm Criblură fracţionată M 400, 20-40 mm, anrobată cu bitum, aşternută la cald - 60 mm Cement 8-10% Stabilized Granular Base Course Materiale granulare, stabilizate cu 8-10% ciment - 200 mm
Granular Capping Layer, GOST 8736-93* Strat drenant, balast, conform GOST 8736-93* - 150 mm
3,00 1,50
2.0 % 4.0 %2.0 %
6,00
3 - 3Scale 1:100
10,50
Bituminous Binder Course Binder din beton asfaltic poros SKPg-I, SM STB 1033:2008, bitum BND 60/90 - 60 mm Overlay of Coated Macadam, 20-40 mm Criblură fracţionată M 400, 20-40 mm, anrobată cu bitum, aşternută la cald - 60 mm Cement 8-10% Stabilized Granular Base Course Materiale granulare, stabilizate cu 8-10% ciment - 200 mm
Granular Capping Layer, GOST 8736-93* Strat drenant, balast, conform GOST 8736-93* - 150 mm
3
3
Planul de Management a Traficului. Etapa 2Sc. 1:1000
Traffic Management Plan. Phase 2Sc. 1:1000
Shift Southbound M2 Traffic to Access №4 and R14 Traffic Complete Proposed ConstuctionTransferul circulatiei rutiere in directia sudica pe Accesul №4 si finalizarea deplina a constructieipropuse pe R14
8 - 02 8 - 02
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#1
3
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CLIENT Millennium Challenge Account MoldovaPROJECT MCC Road Rehabilitation Program
Designed
Checked
Consultants / Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043 , Moldova
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 US
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Bodiu C.
Gimpu A.
08. 2011
Final Design for the Sarateni - Soroca - Drochia JunctionRoad (93 km)
Proiect final pentru sectorul de drum Sarateni - Soroca -intersectia Drochia (93 km)
Original Drawing Size A3 Dimensiunea originala a desenului A3Plansa Nr. 21 - 05 - 02Sheet No. 21 - 05 - 02
Dispozitie generala culeea Nr.1General arrangement of abutment No. 1
Quantities for Abutment No.1 elements/Specificatia elementelor culeei Nr.1
PozitiaReference /
ReferintaItem/
Denumirea Can
t. Weight /Masa,
kg
Note/Nota
Precast elements/Elemente prefabricate
1/2 21 - 3621 - 37
Pier cap element/ Rigla BR-1aPier cap element/ Rigla BR-1b 1/1 10800 4.3m³
3 21 - 46 Wing wall/ Aripa culee AC - 1 1 2250 0.9m³
4 21 - 47 Wing wall/ Aripa culee AC - 2 1 3500 1.4m³
5 Standard design ser.3.503.1 - 100.3-20
Back wall element/Bloc zid de garda BS 32.10-1AIII 1 2900 1.2m³
6 Standard design ser.3.503.1 - 100.3-20
Back wall element/Bloc zid de garda BS 35.17-1AIII 2 2500 1.0m³
7 Standard design ser.3.503.1 - 100.3-21
Pier column/Stalp С5.50 - 1АIII - 3 3 5000 2.0m³
8 Standard design ser.3.500.1 - 1.93
Driven piles/Pilot i de fundatie S8-35T4 24 2500 1.0m³
Cast-in-place concrete elements/Elemente monolit
9 Standard design ser.3.500.1 - 100.2 - 4 Radier monolit PFS-5 3 15.4m³
10 21 - 12 Monolit imbinare cu beton 5 (var. 4) 2 0.3m³
11 Standard design ser.3.500.1 - 100.2 - 21
Cast in place concrete joint 6/Monolit imbinare cu beton 6 3 0.2m³
12 21 - 12 Cast in place joint 8/Monolit imbinare cu beton 8 1 1.4m³
13 21 - 1421 - 15 1/1
14 21 - 26 Monolitizare zid de garda ZGM-1 1 1.6m³
15 21 - 21 Cast in place /Cuzineti monoli ti. Culeea Nr.1 1.7m³
16 Standard design ser.3.500.1 - 100.2 - 25
Back wall elements joint/Imbinare blocuri zid de garda 4 0.01m³
Miscelaneous/ Diverse
17 TU 2539 - 008 - 00149334 - 96Neoprene bearings/Aparate de reazem neopren 25 х20х6.2 8 9.4
18Crushed stone/Piatra sparta, GOST8267 - 93 5.8m³Surface waterproofing/ Hidroizolatiasuprafetilor, GOST 9812 - 74* 175m²
Bearing center lineAxa de rezemare
Abutment cap center lineAxa rigla
7070
140
Back wallZid de garda
20 1515
12.512.5
156.5
76.5
63.517
15
80°
Detail pos. 16/ Detaliu poz. 16(1:25)
212
Ø6Wing wallAripa culeeBack wall
Zid de garda
Cement and sand mortarBeton cu nisip
Spiral/ SpiaralaØ8AI L=226(cm)
A
Bearing arrangement detail/Detaliu de amplasare a aparatului de reazem
(1:25)
10‰
Notes:/ Note:All dimensions are in cm. All elevations are in m unless notedotherwise/ Toate dimensiunile sunt in cm. Toate cotele sunt in m.
Bridge No. 21, km 71+194 Pod Nr. 21, km 71+194
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#1
4
Quantities for Abutment No.5 elements/Specificatia elementelor culeei Nr.5
PozitiaReference /
ReferintaItem/
Denumirea Can
t. Weight /Masa,
kg
Note/Nota
Precast elements/Elemente prefabricate
1/2 21 - 3821 - 39
Pier cap element/ Rigla BR-1cPier cap element/ Rigla BR-1d 1/1 10800 4.3m³
3 21 - 48 Wing wall/ Aripa culee AC - 3 1 3000 1.2m³
4 21 - 49 Wing wall/ Aripa culee AC - 4 1 2000 0.8m³
5 Standard design ser.3.503.1 - 100.3-20
Back wall element/Zid de garda BS 35.12-1AIII 1 2900 1.2m³
6 Standard design ser.3.503.1 - 100.3-20
Back wall element/Zid de garda BS 35.10-1AIII 1 2500 1.0m³
7 Standard design ser.3.503.1 - 100.3-20
Back wall element/Zid de garda BS 32.9-1AIII 1 2000 0.8m³
8 Standard design ser.3.503.1 - 100.3-21
Pier column/Stalp С5.50 - 1АIII - 3 3 5000 2.0m³
9 Standard design ser.3.500.1 - 1.93
PCRC piles/Pilot i prefabricati din BA S8-35T4 24 2500 1.0m³
Cast-in-place concrete elements/Elemente monolit
10 Standard design ser.3.500.1 - 100.2 - 4 Radier monolit PFS-5 3 15.4m³
11 21 - 12Cast in place concrete 5 (var. 4)/Monolit imbinare cu beton 5 (var. 4) 2 0.3m³
12 Standard design ser.3.500.1 - 100.2 - 21
Cast in place concrete 6/Monolit imbinare cu beton 6 3 0.2m³
13 21 - 12 Cast in place concrete 8/Monolit imbinare cu beton 8 1 1.4m³
14 21 - 1621 - 17 1
15 21 - 27Cast in place back wall cap ZGM-2/Monolitizare zid de garda ZGM-2 1 1.3m³
16 21 - 22 Cast in place concrete/Cuzineti monoli ti. Culeea Nr.1 1.6m³
17 Standard design ser.3.500.1 - 100.2 - 25
Back wall elements joint/Imbinare blocuri zid de garda 4 0.01m³
Miscelaneous/ Diverse
18 TU 2539 - 008 - 00149334 - 96Neoprene bearings/Aparate de reazem neopren 25 х20х6.2 8 9.4
19Crushed stone/Piatra sparta, GOST8267 - 93 5.8m³Surface waterproofing/ Hidroizolatiasuprafetilor, GOST 9812 - 74* 172m²
7070
6.6
140
5020 15
15
15
12.5
12.5
Abutment cap center lineAxa rigla
Bearing center lineAxa de rezemare
76.6
63.4
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CLIENT Millennium Challenge Account MoldovaPROJECT MCC Road Rehabilitation Program
Designed
Checked
Consultants / Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043 , Moldova
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 US
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Bodiu C.
Gimpu A.
08. 2011
Final Design for the Sarateni - Soroca - Drochia JunctionRoad (93 km)
Proiect final pentru sectorul de drum Sarateni - Soroca -intersectia Drochia (93 km)
Original Drawing Size A3 Dimensiunea originala a desenului A3Plansa Nr. 21 - 06 - 02Sheet No. 21 - 06 - 02
Dispozitie generala culeea Nr.5General arrangement of abutment No. 5
Bearing arrangement detail/Detaliu de amplasare a aparatului de reazem
(1:25)
18
Back wallZid de garda
16
Detail pos. 17/ Detaliu poz. 17(1:25)
212
Ø6Wing wallAripa culeeBack wall
Zid de garda
Cement and sand mortarBeton cu nisip
Spiral/ SpiaralaØ8AI L=226(cm)
80°
A
Notes:/ Note:All dimensions are in cm. All elevations are in m unless notedotherwise/ Toate dimensiunile sunt in cm. Toate cotele sunt in m.
10‰
Bridge No. 21, km 71+194 Pod Nr. 21, km 71+194
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#1
5
20 151550
33.5
33.5
44.0
44.0
155
86°
80°
12.512.5
15
20 1515
12.512.5
15
Pier No.3
Pila N
r.3A
butment N
o.1
Culeea N
r.1
Bearing arrangement detail/Detaliu de amplasare a aparatului de reazem
(1:25)
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CLIENT Millennium Challenge Account MoldovaPROJECT MCC Road Rehabilitation Program
Designed
Checked
Consultants / Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043 , Moldova
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 US
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Bodiu C.
Gimpu A.
08. 2011
Final Design for the Sarateni - Soroca - Drochia JunctionRoad (93 km)
Proiect final pentru sectorul de drum Sarateni - Soroca -intersectia Drochia (93 km)
Plansa Nr. 21 - 07 - 02Sheet No. 21 - 07 - 02 Original Drawing Size A3 Dimensiunea originala a desenului A3
Vedere generala pila Nr.2General arrangement of pier No. 2
Quantities for Pier No.2 elements/Specificatia elementelor pilei Nr.2
PozitiaReference /
ReferintaItem/
Denumirea Can
t. Weight /Masa,
kg
Note/Nota
Precast elements/Elemente prefabricate
1/1* 21 - 4021 - 41
Pier cap element/ Element rigl ă BR-2aPier cap element/ Element rigl ă BR-2b 1/1 13500 5.4m³
2 Standard design3.503.1 - 100.3-24
Pier column/Stalp С6.60 -20 1АIII 4 4250 1.7m³
3 Standard design3.500.1 - 1.93
PCRC piles/Pilot i prefabricati din BA S8-35T4 20 2500 1.0m³
Cast-in-place concrete elements/Elemente monolit
4 Standard design3.503.1 - 100.2-10
Cast in place RC pile cap PFS-3.2/Radier monolit PFS-3.2 4 14.4m³
5 21 - 13 Cast in place joint/Sector monolit 5 4 0.5m³
6 Standard design3.500.1 - 100.2 - 21c
Cast in place concrete joint/Sector monolit 6 4 0.2m³
7 21 - 13Pile cap embedment. Pier/Imbinare brlocuri rigl a. Pila 1 1.5m³
8 21 - 23Cast in place /Cuzineţ i monoliţi. Pila Nr. 2 3.7m³
9 21 - 23 Seismic arrestor. Pier No.2/Reazem antiseismic . Pila Nr.2 2
Miscelaneous/Diverse
10 TU 2539 - 008 - 00149334 - 96Neoprene bearings/Aparate de reazem neopren 25 х20х6.2 16 9.4
11Crushed stone/Piatra sparta GOST8267 - 93 3.7m³
Bearing center line/Axa de rezemare
Pier cap center line/Axa riglei
10
10
8
8
Notes:/ Note:All dimensions are in cm. All elevations are in m unless notedotherwise/ Toate dimensiunile sunt in cm. Toate cotele sunt in m.
10‰
10‰
Bridge No. 21, km 71+194 Pod Nr. 21, km 71+194
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#1
6
Quantities for Pier No.3 elements/Specificatia elementelor pilei Nr.3
PozitiaReference /
ReferintaItem/
Denumirea Can
t. Weight /Masa,
kg
Note/Nota
Precast elements/Elemente prefabricate
1/1* 21 - 4221 - 43
Pier cap element/ Element rigl ă BR-2cPier cap element/ Element rigl ă BR-2d 1/1 13500 5.4m³
2 Standard design3.503.1 - 100.3-24
Pier column/Stalp С6.60 -20 1АIII 4 4250 1.7m³
3 Standard design3.500.1 - 1.93
PCRC piles/Pilot i prefabricati din BA S8-35T4 20 2500 1.0m³
Cast-in-place concrete elements/Elemente monolit
4 Standard design3.503.1 - 100.2-10
Cast in place RC pile cap PFS-3.2/Radier monolit PFS-3.2 4 14.4m³
5 21 - 13 Cast in place concrete joint/Sector monolit 5 4 0.5m³
6 Standard design3.500.1 - 100.2 - 21c
Cast in place concrete joint/Sector monolit 6 4 0.2m³
7 21 - 13Pile cap embedment. Pier/Imbinare brlocuri rigl a. Pila 1 1.5m³
8 21 - 24 Cast in place /Cuzineti monoli ti. Pila Nr.3 3.3m³
9 21 - 24 Seismic arrestor. Pier No. 3/Reazem antiseismic . Pila Nr.3 2
Miscelaneous/Diverse
10 TU 2539 - 008 - 00149334 - 96Neoprene bearings/Aparate de reazem neopren 25 х20х6.2 16 9.4
11 GOST8267 - 93Crushed stone/Piatra sparta GOST8267 - 93 3.7m³
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CLIENT Millennium Challenge Account MoldovaPROJECT MCC Road Rehabilitation Program
Designed
Checked
Consultants / Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043 , Moldova
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 US
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Bodiu C.
Gimpu A.
08. 2011
Final Design for the Sarateni - Soroca - Drochia JunctionRoad (93 km)
Proiect final pentru sectorul de drum Sarateni - Soroca -intersectia Drochia (93 km)
Original Drawing Size A3 Dimensiunea originala a desenului A3
Vedere generala pila Nr.3General arrangement of pier No. 3
Plansa Nr. 21 - 08 - 02Sheet No. 21 - 08 - 02
86°
86°
2015 15
12.5
12.5 15
20 1515
12.5
12.5
15
31.0
34.0
43.5
46.5
155
Pier No.2
Pila N
r.2
Pier
No.
4P
ila N
r.4
Bearing center line/Axa de rezemare
Pier cap center line/Axa riglei
10
10
8
10‰
10‰
Bearing arrangement detail/Detaliu de amplasare a aparatului de reazem
(1:25)
Notes:/ Note:All dimensions are in cm. All elevations are in m unless notedotherwise/ Toate dimensiunile sunt in cm. Toate cotele sunt in m.
Bridge No. 21, km 71+194 Pod Nr. 21, km 71+194
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#1
7
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CLIENT Millennium Challenge Account MoldovaPROJECT MCC Road Rehabilitation Program
Designed
Checked
Consultants / Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043 , Moldova
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 US
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Bodiu C.
Gimpu A.
08. 2011
Final Design for the Sarateni - Soroca - Drochia JunctionRoad (93 km)
Proiect final pentru sectorul de drum Sarateni - Soroca -intersectia Drochia (93 km)
Original Drawing Size A3 Dimensiunea originala a desenului A3
Vedere generala pila Nr.4General arrangement of pier No. 4
Plansa Nr. 21 - 09 - 02Sheet No. 21 - 09 - 02
Quantities for Pier No.4 elements/Specificatia elementelor pilei Nr.4
PozitiaReference /
ReferintaItem/
Denumirea Can
t. Weight /Masa,
kg
Note/Nota
Precast elements/Elemente prefabricate
1/1* 21 - 4421 - 45
Pier cap element/ Element rigl ă BR-2ePier cap element/ Element rigl ă BR-2f 1/1 13500 5.4m³
2 21 - 37Pier column/Stalp С7.60 - 20 1АIII 4 5000 2.0m³
3 Standard design3.500.1 - 1.93
PCRC piles/Pilot i prefabricati din BA S8-35T4 20 2500 1.0m³
Cast-in-place concrete elements/Elemente monolit
4 Standard design3.503.1 - 100.2-10
Cast in place RC pile cap PFS-3.2/Radier monolit PFS-3.2 4 14.4m³
5 21 - 13 Cast in place joint/Sector monolit 5 4 0.5m³
6 Standard design3.500.1 - 100.2 - 21c
Cast in place concrete joint/Sector monolit 6 4 0.2m³
7 21 - 13Pile cap embedment. Pier/Imbinare brlocuri rigl a. Pila 1 1.5m³
8 21 - 25Cast in place /Cuzineţ i monoliţi. Pila Nr. 4 3.9m³
9 21 - 25 Seismic arrestor. Pier No. 4/Reazem antiseismic . Pila Nr.4 2
Miscelaneous/Diverse
10 TU 2539 - 008 - 00149334 - 96Neoprene bearings/Aparate de reazem neopren 25 х20х6.2 16 9.4
11 GOST8267 - 93Crushed stone/Piatra sparta GOST8267 - 93 3.7m³
20 1515
12.5
1512
.5
20 1515
12.5
12.5
15
80°
86°
33.5
44.0
33.5
44.0
155
Bearing center line/Axa de rezemare
Pier cap center line/Axa riglei
Pier
No.
3P
ila N
r.3A
butm
ent N
o.5
Cul
eea
Nr.5
10
10
8
10‰
10‰
Bearing arrangement detail/Detaliu de amplasare a aparatului de reazem
(1:25)
Notes:/ Note:All dimensions are in cm. All elevations are in m unless notedotherwise/ Toate dimensiunile sunt in cm. Toate cotele sunt in m.
Bridge No. 21, km 71+194 Pod Nr. 21, km 71+194
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#1
8
9
AMENDMENT NO.2
TO THE BIDDING DOCUMENTS
Ref: INVITATION FOR BIDS PP3/RRP/W/CB/01
ATTACHMENT # 2
129.1
3
128.8
6
126.8
3126.8
5
125.9
2
128.7
6
128.6
5
128.5
0
128.6
1
128.6
4
125.9
3
126.2
6
128.8
8128.9
8128.9
3
128.8
5128.7
3
128.4
4
128.5
9128.6
4
128.9
3
128.8
8128.7
5
128.6
5
128.7
9
125.9
9126.0
8
126.2
5
126.3
4
125.7
2
124.9
4125.4
6127.2
2
127.1
5125.9
5
125.5
5
125.9
5
125.8
3
126.0
2
124.76124.57
125.75
126.0
7
125.6
6
127.5
3
127.6
8
127.4
6
128.8
1
128.7
8
128.5
6
128.5
1
128.7
5
PN
centru medicals.C
ăpreşti
124.43
119.39
125.33125.91
125.09
123.78123.68
125.00
124.46
122.65
122.35
124.03124.6
7 124.28 123.41
121.67121.62
123.55
123.37
123.02
121.56121.55
123.02
122.27
122.31
120.80
121.95122.01
121.44
121.43
120.77
120.84
121.46
121.32
120.89
120.80
117.34116.64
120.12 119.67
120.36
120.25119.52
116.16
115.95116.47
116.58
117.22120.88
120.92
120.54
120.45
119.74 120.54
120.44120.00
120.04
119.17
119.56
119.40
117.04
115.88
115.82
116.38
119.72
119.08
118.83
115.58
114.88
114.09
114.56
118.61
118.72
118.18
117.96
116.91
114.20
113.42113.36113.90
118.24
118.33
118.22
118.00
114.90
114.57
113.00111.84
112.87
114.30
117.47
117.70
117.19
113.93
111.04
113.70
114.22113.89
113.94
110.82
113.13
113.21
112.71
113.2
8
112.25
110.51
112.1
7
111.3
8
112.1
8113.3
8
112.5
9
112.6
0
113.5
1
112.86
111.
56
110.32
113.33
113.73
C343-1
C343-2
gr.
gr.
gr.
gr.
gr.
N
s.Căpreşti
Designed
Checked
Consultants/Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043Moldova
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 USA
CLIENT: Millennium Challenge Account Moldova PROJECT: MCC Road Rehabilitation Program
August 2011
Final Design for theSarateni - Soroca - Drochia Junction Road (93 km)
Proiect final pentru sectorul de drumSarateni - Soroca - intersectia Drochia (93 km)
Cortac V.
Bunu A.
Coala №
Drawing title Denumirea desenului
Sheet № Original Drawing Size A3 (297x420) Dimensiunea originala a desenului A3
Consolidarea canalului ProdanestiKM 99+117
Strengthening chanel ProdanestiKM 99+117
27 - 01
Seeding With GrassInsemintare pe strat
vegetal, h - 0.15
Seeding With GrassInsemintare pe strat
vegetal, h - 0.15
0.80
Crushed Stone M 1200Piatra concasata M 1200, h-0,10
In-situ Concrete B20Beton de ciment monolit B20 , h-0,20
1:11:1
1:11:1
2.00 variesvaries
A-ALongitudinal profileProfil longitudinal
Sc 1:2000 - Sc 1:200 - vertical
orizontal
vertical
horizontal
Finished carriageway level, m
Ground level, m
Distance, m
Plan elements
Chainage
Terr
ain
data
Dat
e te
ren
Des
ign
data
Dat
e pr
oiec
t
Elemente plan
Kilometri
Cota in ax, m
Cota teren, m
Distanta, m
Declivitate,o/oo, curba verticala, mGradient,o/oo, vertical radius, m
A-A - km 0+046 - km 0+140 km 0+180 - km 0+234
Start of works km 0+030 correspond km 99+117 M2Inceputul lucrarilor km 0+030corespunde km 99+117 M2
End of chanel km 0+248Sfirsitul canalului km 0+248
Plan Sc 1:500Plan Sc 1:500
27 - 01
A
A
Seeding With GrassInsemintare pe strat
vegetal, h - 0.15
Seeding With GrassInsemintare pe strat
vegetal, h - 0.15
0.80
Crushed Stone M 1200Piatra concasata M 1200, h-0,08
In-situ Concrete B20Beton de ciment monolit B20 , h-0,08
1:11:1
1:11:1
2.00 variesvaries
B-B
B-B - km 0+140 - km 0+180
B
B
A-A
Structure of Spill way Channel with Disipator km 0+234- km 0+248 see sheet 27-02Consrtuctia canalului de fuga cu disipator km 0+234 - km 0+248 vezi coala 27-02
Note-
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#2
10
1.5-
h
4.00
0.400.50
0.50
0.10
0.10
i
2.10
2.00
7.80
0.20
3.00
8.00 3.00
4.40
4.00
0.50
0.15
0.10
2.004.00
4.00
2
i1
1.00
0.50
4.00 4.00 4.00
4.00
2.00 0.280.28
0.80
0.20
1.40
4.16
1:1
27 - 02
Structure of Spill way Channel with Disiipator Construc ia canalului de fugă cu disipator
27 - 02
Tcaci A.
CLIENT Millennium Challenge Account-Moldova
PROJECT MCC Road Rehabilitation Program
Designed
Checked
Consultants/Consultantii LEGENDSCHEME
Date
Universinj Ltd. Independentei 6/1 Str. Chisinau MD 2043 Moldova
Two Colonial Place 2101 Wilson BoulewardSuite 1200, Arlington,VA 2201 USA
URS Corporation 200 Orchard Ridge Drive Suite 101, Gaithersburg, Maryland 20878 USA05.2011
Cortac V.
Final Design for the Sarateni - Soroca - Drochia Junction Road ( 93 km )
Proiect final pentru sectorul de drum Sarateni - Soroca -intersectia Drochia ( 93 km )
Sheet No. Original Draiwing Size A3 Plansa Nr. Dimensiunea originala a desenului A3
Sem
nat l
a da
taN
r. in
v. o
rig.
Shi
mb.
nr.
inv. 1:1
2.00 0.280.28
0.80
0.20
0.50
4.16
1:1 1:1
2.00 0.280.28
0.80
0.20
0.50
4.161:1 1:1
2.30
0.10
1.50
0.10
2
2
3
3
4
4i1 i2
i1 2i>
i1 i2<
1.00
0.50
i1 2i1.00
0.50
0.10
0.50
0.15 0.25
0.20
0.40
0.02
2.00
0.80
0.80
0.20
0.20
0.10
0.20
Slots for water discharge 0 .1x0.1Trapă pentru evacuarea apei 0 .1x0.1
Dissipating wallPerete Disipator
1.50
0.10
1 1
1 - 11:100
2 - 2(1:100)
3 - 3(1:100) 4 - 4(1:100)
Plan (1:100)Plan (1:100)
Concrete supportSuport din beton
Piatră spartă -0.10Crushed stone -0.10
Bitumen mastic"Flatwise"board,
impregnated with botumen
2 layers of ruberoid
2 layers of ruberoidPiatră spartă -0.10
Crushed stone -0.10
Piatră spartă -0.10Crushed stone -0.10
Suport din beton 0.5x2.30x4.16Concrete support 0.5x2.30x4.16
Beton monolit В20Cast in - situ concrete В20
Beton monolit В20Cast in - situ concrete В20
1:1.5
1000
450
500
1:1.5
Pinten N2Dent N2
Pinten N3Dent N3
Canal de figăSpillway channel
Transverse joint between variable slopes of the spillway (1:50)Rost transversal dintre pantele diferite ale canalului de fig ă (1:50)
Cemant mortarMartar de ciment
Cemant mortarMartar de ciment
Joint Structure ofSpillway channel (1:25)
Structura Rostuluicanalului de fugă (1:25)
Mastic bituminos
2 straturi de ruberoid
2 straturi de ruberoid
Scîndură "pe o coastă"imbibată cu bitum
Pinten N2 0.4x1.50x4.16Dent N2 0.4x1.50x4.16
Pinten N3 1.0x1.50x4.16Dent N3 1.0x1.50x4.16
Piatră spartă -0.10Crushed stone -0.10
0.10
Stone apronAnrocament
Stone apronAnrocament
1. The structure of the cast-in-situ concrete should be adopted as per the Typical Design 503-09-7.84.2. All the sizes are in meters.
1. Construc'ia rigolei de beton se face conform Proiectului tip 503-09-7.84.2. Toate dimensiunile sunt date in metri.
8.50
3.00
Start of spillway channel km 0+030Începutul canalului de fugă km 0+030
Start of Dissipator km 0+234Începutul disipatorului km 0+234
Suport din beton В20Concrete support В20
1.75
1.75
0.40
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#2
11
12
AMENDMENT NO.2
TO THE BIDDING DOCUMENTS
Ref: INVITATION FOR BIDS PP3/RRP/W/CB/01
ATTACHMENT # 3
1:1.51:1.5
1
1
1-1(1:50)
Footpath CrossingDesignedChecked
Consultants/Consultantii LEGENDSCHEME
Date
Universinj Ltd.Independentei 6/1 Str.
Chisinau MD 2043Moldova
URS Corporation200 Orchard Ridge DriveSuite 101, Gaithersburg,Maryland 20878 USA
Two Colonial Place2101 Wilson Bouleward
Suite 1200, Arlington,VA 2201 USA
CLIENT: Millennium Challenge Account Moldova PROJECT: MCC Road Rehabilitation Program
August 2011
Final Design for theSarateni - Soroca - Drochia Junction Road (93 km)
Proiect final pentru sectorul de drumSarateni - Soroca - intersectia Drochia (93 km)
Cortac V.Caraian I.
Coala №
Drawing title Denumirea desenului
Sheet № Original Drawing Size A 3 (297x420) Dimensiunea originala a desenului A 3
Podet pietonal
40
20
Plan(1:100)
20
300
100 100
CarriagewayPartea carosabila
SidewalkTrotuar
ShoulderAcostament
R/C Slabs (3.0x1.0x 0.1)Dale de beton
ShoulderAcostament
200
50
БР 100.20.08GOST 6665-91150
Crushed Stone M 400Piatra concasata M 400
(0.2x0.4)
Supporting BeamGrinda (0.2x0.2)
R/C Slab (3.0x1.0x 0.1)Dala de beton armat
Note: 1. The structure of the slab and of the supporting beams is adopted in accordance with Typical Design Series 3.503-29 "6 m and 9 m Bridgess of Pre-cast R/CSlabs on Piles", Minsk, 1973. 2. All the sizes are shown in millimeters.
Notă: 1. Structura dalei si a grinzei de suport este adoptata in conformitate cu Proiectul Tip Seria 3.503-29 "Poduri de 6 m si 9 m din dale de beton armat prefabricate", Minsk, 1973. 2. Toate dimensiunile sunt date in milimetre.
25
2400
50
25
30 2940
20-02
2
2
200
80
110
300 300
RC slab / Dală din beton armatElevation / Fasad
1000
3000
30
210x14
5050
100x9
Plan(1:25)
4
4
RC slabsDale din b/a
RC concrete beamGrindă din b/aCrushed stone M400
Piatră spartă M400
4-4(1:25)
50 50
1000
450 450
2525 950
100 100
230
100
List of steel use, kgLista utilizării oţelului, kg
Type of elementTip element
Reinforcing products / Confecţii din armatură Embedded detailsPiese anglobate
TotaldemandGreutatetotală, kg
D-bars of / Armatură clasaGrandtotalLinia
totalului
D-bars ofArmatură clasa
A - I, Ст3, kg A - II, Ст5, kg A-I, Ст3, kg
GOST 5781-82* GOST5781-82* GOST5781-82*
Ø8 Ø10 Ø16 TotalTotal Ø10 Total
Total Ø10 Ø16 Total
RC slabDală din beton armat 10.66 36.46 - 47.12
4.81 4.81 5.90
0.99 - 0.99 48.11
RC concrete beamGrindă din beton armat - - - 1.09
- - 47.12
- 3.32 9.22
RC concrete beamGrindă din beton armat
(1:25)
140
3030
100 100300x6
2000
Specification of materials for RC slabSpecificarea materialelor pentru dală din beton armat
NoPoz.
ReferanceMarcarea
NameDenumirea
Qua
ntity
Buc
.
Weight,kg
Masaunit., kg
NoteNota
Prefabricated units
1 GOST 5781-82** Ø10 A-I L - 2940 20 1.82
2 GOST 5781-82** Ø8 A-I L - 900 16 0.56
3 GOST 5781-82** Ø10 A-I L - 800 2 0.50
Embedded detail / Piese anglobate
Material / Materiale
GOST 26633-91*Concrete C25 F200 W6
Beton B25 F200 W6 0.30 m³
Specification of materials for RC concrete beamSpecificarea materialelor pentru grindă din beton armat
NoPoz.
ReferanceMarcarea
NameDenumirea
Qua
ntity
Buc
.
Weight,kg
Masaunit., kg
NoteNota
4 GOST 5781-82** Ø10 A-I L - 1950 4 1.21
5 GOST 5781-82** Ø6 A-I L - 700 7 0.16
Embedded detail / Piese anglobate
6 GOST 5781-82** Ø16 A-I L - 1050 2 1.66
Material / Materiale
GOST 26633-91* Concrete C25 F200 W6Beton B25 F200 W6 0.08 m³
200
200
33
3-3(1:25)
3000550 550
40
100
190
50
1
232 Ø10 AI
230 Ø8 AI
33
120 Ø10 AI
HookCarlig
Ø6
-
1.09 3.32
Prefabricated units
6
44 Ø10 AII
57 Ø6 AI
62 Ø16 AI
4
6
160
2 - 2(1:50)
20-02
AMENDMENT NO.2 TO THE BIDDING DOCUMENTS Attachment#3
13