amendment no.2 to thebidding documentsfiles.asd.md/bidding documents/amendment 2 to mca rrp... ·...

***

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



ATTACHMENT # 1

R50

.00

R.C. 1.6x1.0B.a. 1.6x1.0Acces Nr.1Km 0+110


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



30

Balti

ocol

ire

70

50

30

50

70

Chişinău

ocolire

30

50

70

N

Designed

Checked


Date







August 2011



Cortac V.

Dumbrava D.

Coala №


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



3,00 1,50

2.0 % 4.0 %2.0 %

6,00

3 - 3Scale 1:100

10,50



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


3

Sem

nat l

a da

taN

r. in

v. o

rig.

Sch

imb.

nr.

inv.

CLIENT Millennium Challenge Account MoldovaPROJECT MCC Road Rehabilitation Program

Designed

Checked

Consultants / Consultantii LEGENDSCHEME

Date


Chisinau MD 2043 , Moldova


Suite 1200, Arlington,VA 2201 US


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


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


Back wall element/Bloc zid de garda BS 35.17-1AIII 2 2500 1.0m³


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


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


4

Quantities for Abutment No.5 elements/Specificatia elementelor culeei Nr.5

PozitiaReference /

ReferintaItem/

Denumirea Can

t. Weight /Masa,

kg

Note/Nota


1/2 21 - 3821 - 39

Pier cap element/ Rigla BR-1cPier cap element/ Rigla BR-1d 1/1 10800 4.3m³




Back wall element/Zid de garda BS 35.12-1AIII 1 2900 1.2m³






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


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


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


Back wall elements joint/Imbinare blocuri zid de garda 4 0.01m³

Miscelaneous/ Diverse


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

Sem

nat l

a da

taN

r. in

v. o

rig.

Sch

imb.

nr.

inv.


Designed

Checked


Date






Bodiu C.

Gimpu A.

08. 2011



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


(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


10‰



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


(1:25)

Sem

nat l

a da

taN

r. in

v. o

rig.

Sch

imb.

nr.

inv.


Designed

Checked


Date






Bodiu C.

Gimpu A.

08. 2011



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


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




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


11Crushed stone/Piatra sparta GOST8267 - 93 3.7m³

Bearing center line/Axa de rezemare

Pier cap center line/Axa riglei

10

10

8

8


10‰

10‰



6


PozitiaReference /

ReferintaItem/

Denumirea Can

t. Weight /Masa,

kg

Note/Nota


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


Pier column/Stalp С6.60 -20 1АIII 4 4250 1.7m³






5 21 - 13 Cast in place concrete joint/Sector monolit 5 4 0.5m³




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



11 GOST8267 - 93Crushed stone/Piatra sparta GOST8267 - 93 3.7m³

Sem

nat l

a da

taN

r. in

v. o

rig.

Sch

imb.

nr.

inv.


Designed

Checked


Date






Bodiu C.

Gimpu A.

08. 2011



Original Drawing Size A3 Dimensiunea originala a desenului A3


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



10

10

8

10‰

10‰


(1:25)




7

Sem

nat l

a da

taN

r. in

v. o

rig.

Sch

imb.

nr.

inv.


Designed

Checked


Date






Bodiu C.

Gimpu A.

08. 2011



Original Drawing Size A3 Dimensiunea originala a desenului A3


Plansa Nr. 21 - 09 - 02Sheet No. 21 - 09 - 02


PozitiaReference /

ReferintaItem/

Denumirea Can

t. Weight /Masa,

kg

Note/Nota


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






5 21 - 13 Cast in place joint/Sector monolit 5 4 0.5m³




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



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



Pier

No.

3P

ila N

r.3A

butm

ent N

o.5

Cul

eea

Nr.5

10

10

8

10‰

10‰


(1:25)




8

9

AMENDMENT NO.2



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


Date







August 2011



Cortac V.

Bunu A.

Coala №


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


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


vegetal, h - 0.15


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-


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


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


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


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


11

12

AMENDMENT NO.2



ATTACHMENT # 3

1:1.51:1.5

1

1

1-1(1:50)

Footpath CrossingDesignedChecked


Date







August 2011



Cortac V.Caraian I.

Coala №


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


13

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