ADDENDUM NO.1 TO BIDDING DOCUMENTS ICB1 ICB2 · Sub-Clause 012.01: crushed stone aggregate standard GOST 8267-81 is to be replaced by GOST 8267-93*. • Sub-Clause 012.11: sand standard

Republic of Moldova

Ministry of Transport and Road Industry State Road Administration

Road Sector Program Support Project

ADDENDUM NO.1 TO BIDDING DOCUMENTS

ICB1 Rehabilitation of R14 Balti - Sarateni Road km 44+320 – km 66+670

ICB2

Rehabilitation of M2 Chisinau - Orhei Road km 5+733 – km 26+200

ICB3 Rehabilitation of R3 Chisinau - Hincesti Road km 7+820 – km 22+000

March 2008 Chisinau

Tender Document Addendum No. 1 The following amendments are made to the Tender Documents issued on 11 February 2008: A. Volume I: Bidding Documents (ICB 1, 2 & 3) A1. Section 4 Bidding Forms, Appendix to Bid, Schedule of Adjustment Data In completing Table B Foreign Currency (FC), the following separate source indices are to be provided: A: Non Adjustable (15%)

B: Labour

C: Equipment

D: Oil related products (e.g. bitumen, bituminous materials, fuel, other products where oil prices have a significant impact on production costs etc.)

E: Metal products (e.g. steel reinforcement, steel sections, miscellaneous metal products etc.)

The Bidder shall further subdivide Groups D and E and/or insert source indices for other groups of materials as they feel appropriate to fairly represent the foreign currency elements of cost. A2. Section 4 Bidding Forms, Bill of Quantities In the descriptions in Items 4.02 (ICB 1), 4.03 (ICB 2) and 4.12 (ICB 3), “Asphalt Pavement” is to be replaced with “bituminous mastic”. A3. Section 4 Bidding Forms, Bill of Quantities In the description in Item 4.17 (ICB 3), “tack coat” is to be replaced with “prime coat”. In the description in Item 4.21 (ICB 3), “prime coat” is to be replaced with “tack coat”. A4. Section 4 Bidding Forms, Bill of Quantities In Bill 6 Bridgeworks in ICB 1 and ICB 3, all references to Specification item 41301 are amended as follows: Units are to be in Square Meters (units in tonnes are deleted). Quantities to amended as follows: ICB 1 Item Deleted Quantity Amended Quantity (square meters) 6.10.23 20.56 675 6.11.24 17.3 570 6.12.25 11.4 375 6.13.24 18.3 600 6.14.19 12.52 410 6.15.21 18.13 600

2

6.16.17 9.24 305 6.17.19 10.82 355 6.18.17 6.72 220 6.19.19 10.75 355 6.20.18 368.26 12,100. ICB 3 Item Deleted Quantity Amended Quantity (square meters) 6.21A (page 55) 368.1 12,100 6.21A (page 57) 22.18 730 6.23C (page 59) 40.49 1,330 6.20D (page 61) 11.42 375. A5. Section 4 Bidding Forms, Bill of Quantities Bill 8 Signs and Markings (ICB 1, 2 & 3) is deleted and replaced with the attached amended Bills of Quantities (Appendices 1a, 1b, 1c). B. Volume 2: Technical Specifications (ICB 1, 2 & 3) B1. Specification Chapter 001 The following paragraph is to be added at the end of 001.01: “Work acceptance for all works shall comply with this clause and with any specific work acceptance requirements under each chapter of these Specifications. Clause references are amended as follows:

308 – Reference to 001 to be added 401 – Reference to 001 to be added 403 – Reference to “204” is to be replaced with “001” 404 – Reference to 001 to be added 405 – Reference to 001 to be added 406 – Reference to 001 to be added 407 – Reference to 001 to be added 408 – Reference to 001 to be added 409 – Reference to 001 to be added 411 – Reference to 001 to be added 412 – Reference to 001 to be added 413 – Reference to 001 to be added 414 – Reference to 001 to be added 415 – Reference to 001 to be added 416 – Reference to 001 to be added 417 – Reference to “204” is to be replaced with “001” 418 – Reference to 001 to be added 605 – Reference to 001 to be added 607 – Reference to 001 to be added 706 – Reference to 001 to be added.”

B2. Specification Chapter 006 Specification 006.04 is replaced with the following: “At the time that possession of site is given, a site inspection shall take place , attended by representatives of the Engineer, the Contractor and the Employer, to record the general

3

conditions and locations of road signs, street furniture and any other items, and to determine the measures necessary to safeguard such facilities. The Contractor shall not request and the Employer shall not be obliged to give possession of Site of less than 10 km length of the road at any one time. The Employer shall only consider requests by the Contractor for taking over sections of road that are at least 10 km. in length under Sub-Clause 10.2 of Conditions of Contract.” B3. Specification Chapter 007 The first sentence of paragraph 5 (“Schemes shall be submitted…………taken into account”) shall be replaced as follows: “Schemes shall be submitted sufficiently early for the Road Traffic Police, the Engineer and the State Road Administration to give their approval.” B4. Specification Chapter 011 The following paragraph is to be added at the end of 011.01: “Bitumen shall be tested using the Thin Film Oven test to AASHTO T179, and the residue shall be tested for penetration to AASHTO T49 and viscosity to AASHTO T201. The requirements for these tests are as follows:

• Thin Film Oven < 0.5% loss on heating after the test • Penetration of residue at 250C min. 52% (60/90 grade bitumen), min. 47%

(90/130 grade bitumen)

• Viscosity at 600C <4000.”

B5. Specification Chapter 012 The following amendments are included:

• Sub-Clause 012.11 is to be renumbered 012.01. • Sub-Clause 012.01: crushed stone aggregate standard GOST 8267-81 is to be

replaced by GOST 8267-93*. • Sub-Clause 012.11: sand standard GOST 8736-85 is to be replaced by GOST

8736-93*. • Sub-Clause 12.03: title “Aggregates for bituminous mixtures” is to be replaced

by “Bituminous mixtures”. B6. Appendix to General Requirements Specifications In List of Standards Incorporated By Reference, the following amendments are required: i) N 57 “VSN 139-90” to be replaced by “VSN 139-80”. ii) The following standard is to be included in the list:

• GOST 10268-80 (concrete aggregate size distribution).

4

iii) The following note is added at the end of the table: “Note: An asterisk denotes a standard that has been subject to later modifications. The modifications are considered to be inclusive in applying the standard.” B7. Specification Chapters 102 In measurement section and for Item 10201, “cubic meters” is to be replaced by “square meters”. B8. Specification Chapter 205 Clause numbering after 205.1 is to be amended using 205.2 to 205.8 to replace 204.2 to 204.8. B9. Specification Chapter 304 The last two clauses are to be re-numbered 304.8 and 304.9 to replace 304.5 and 304.6. B10. Specification Chapter 306 The following paragraph shall be added at the end of 306.04: “Subbase courses of ballast or crushed limestone M 300 h = 22.5 cm. included in Bill of Quantities under Item 30602 shall be executed of crushed stone-gravel-sandy mixtures according to GOST 25607-94.” B11. Specification Chapter 308 In 308.02, the following items are amended:

• Crushed stone “GOST 8736-82” to be replaced by “GOST 8267-93*”. • Sand “GOST 8739-93” to be replaced by “GOST 8736-93*”.

In 308.08, the following paragraph is to be added after the first paragraph: “Asphalt mixes shall be tested for refusal density according to BS 598-104 and only mixes achieving a minimum of 2% air voids at refusal density shall be considered for approval.” B12. Specification Chapters 416 to 418 The following wording in 416.03, 417.03 and 418.02 “The following equipment will be required for the works under this chapter” shall be replaced by the wording “The following equipment is likely to be required for the works under this chapter”. B13. Specification Chapters 418 In measurement section with reference to item 41805 only, “square meters” is to be replaced by “cubic meters”. B14. Specification Chapters 704 The chapter is to be deleted in full and replaced by the attached amended text (Appendix 2).

5

6

C. Volume 3: Drawings (ICB 1, 2 & 3) C1. Drawings PTT-DA-1 to 4 (ICB 1) and PTT-DA-1 to 10 (ICB 3) The drawings provided are to be replaced by the attached amended drawings (Appendices 3a, 3b). C2. Drawing PLRR-AT-1 (ICB 3 only) This is to clarify that this drawing is for special lined side drain between PC 85+83 and PC 88+23, and measurement and payment are under Bill of Quantities item 7.13A Specification Code 50303A). C3. Drawing PDO-DA-1 (ICB 3 only) Not applicable for ICB3. D. Appendix: Lists of volumes by sector / List of Drawings (ICB 1, 2 & 3) C3. List of road signs Nr. Drawing 11 “List of road signs” is deleted in full and replaced by the attached amended list for ICB 1, 2 and 3 (Appendices 4a, 4b, 4c).

Rehabilitation of M2 Road Chisinau - Orhei - Sarateni

SpecificationCode

0 1 2 3 4 5 68,01 70401 Install new sings on metallic gantry frame Number 21

8,02 70402 Install new sings on existing poles Type B-700 Number 35

8,03 70405 Install new sings on new poles Type B - 700 Number 41

8,04 70402 Install new sings on existing poles Type D-700 Number 51

8,05 70405 Install new sings on new poles Type D - 700 Number 118,06 70402 Install new sings on existing poles Type A-900 Number 528,07 70405 Install new sings on new poles Type A- 900 Number 638,08 70402 Install new sings on existing poles 700x350 Number 198,09 70405 Install new sings on new poles Type 700x350 Number 28,10 70402 Install new sings on existing poles 2200x500 Number 16

8,11 70405 Install new sings on new poles Type2200x500 Number 2

8,12 70402 Install new sings on existing poles 2100x1100 Number 3

8,13 70405 Install new sings on new poles Type 2100x1100 Number 2

8,14 70402 Install new sings on existing poles 2600x1500 Number 2

8,15 70403 Installation of Kilometer posts Number 388,16 70404 Installation of marker posts Number 294

8,17 70501 Road marking Type 1.1; a continuous line of width 0.1 m Sq.m. 8170

8,18 70501Road marking Type 1.5; a discontinuous line with the ratio of segments and intervals 1:3 , width 0.1 m

Sq.m. 1290

8,19 70501Road marking Type 1.6; a discontinuous line with the ratio of segments and intervals 3:1, width 0.1 m

Sq.m. 124

8,20 70501Road marking Type1.7 a discontinuous line with the ratio of segments and intervals 1:1, width 0.1 m

Sq.m. 250

8,21 Road marking Type 1,8 Sq.m. 147

8,22 70501Road marking Type 1.11; a double line, width 0.10m, having a discontinuous line with a ratio of segments and intervals 3:1and a continuous line

Sq.m. 5

8,23 1.12 road marking Sq.m. 308,24 70501 1.13 road marking Sq.m. 68,25 70501 1.14 road marking Sq.m. 1208,26 70501 1.18 road marking Sq.m. 1168,27 1.19 road marking Sq.m. 178,28 70501 1.20 road marking Sq.m. 38,29 70501 1.16.1 road marking Sq.m. 1928,30 70501 1.16.2 road marking Sq.m. 2618,31 70501 1.16.3 road marking Sq.m. 161

8,32 70101 Install new galvanised steel Guard Rail type 11 DD MM2 Lin.m. 1930

8,33 70101 Install new galvanised steel Guard Rail type 11 DO MM2 Lin.m. 3597

0Total Signs and Markings to Summary

Units Quantitiy Rate

8. Signs, Markings and Guardrail

AmountItem No. Description

Rehabilitation of R3 Road Chişinău-Hînceşti

8. Signs, Markings and Guardrail

0 1 2 3 4 5 6

8,01 70401 Install new signs on metallic gantryframe Number 4

8,02 70402 Install new signs on existing polesType B 700 Number 5

8,03 70405 Install new signs on new poles Type B700 Number 28

8,04 70402 Install new signs on existing polesType D 700 Number 7

8,05 70405 Install new signs on new poles Type D700 Number 7

8,06 70402 Install new signs on existing polesType A 900 Number 11

8,07 70405 Install new signs on new poles Type A900 Number 62

8,08 70402 Install new signs on existing polesType 700x350 Number 1

8,09 70405 Install new signs on new poles Type700x350 Number 10


8,11 70405 Install new signs on new polesType600x900 Number 5





8,16 70405 Install new signs on new polesType2100x1100 Number 4


8,18 70403 Installation of kilometer posts Number 148,19 70404 Install marker posts Number 72


8,21 70501

Road marking Type 1.5; a discontinuous line with the ratio of segments and intervals 1:3 , width 0.1 m

Sq.m. 440

8,22 70501

Road marking Type 1.6; a discontinuous line with the ratio of segments and intervals 3:1, width 0.1 m

Sq.m. 92

AmountItem No.

SpecificationCode Units QuantitiyDescription Rate

Rehabilitation of R3 Road Chişinău-Hînceşti

8,23 70501

Road marking Type1.7 a discontinuous line with the ratio of segments and intervals 1:1, width 0.1 m

Sq.m. 87

8,24 70501

Road marking Type 1.11; a double line, width 0.10m, having a discontinuous line with a ratio of segments and intervals 3:1and a continuous line

Sq.m. 15

8,25 70501 Road marking Type 1.12; a continuous line, width 0.4 m Sq.m. 15

8,26 70501 1.13 road marking Sq.m. 20

8,27 70501 1.14 road marking Sq.m. 25

8,28 70501 1.18 road marking Sq.m. 143

8,29 70501 1.19 road marking Sq.m. 10

8,3 70501 1.20 road marking Sq.m. 31

8,31 70501 1.16.1 road marking Sq.m. 815

8,32 70501 1.16.2 road marking Sq.m. 125

8,33 70501 1.16.3 road marking Sq.m. 110

8,34 70501 1.21. road marking Sq.m. 10

8,35 70101 Install new galvanised steel Guard Rail type 11 DO MM Lin.m. 7714

Total Signs and Markings to Summary

CHAPTER 704. PERMANENT TRAFFIC CONTROL

Description

704.01. Introduction

The works include constructing of new permanent traffic control signs, supports, kilometre and marker posts, any other required markers and renewal (repair) of existing sign supports.

Material

704.02. Materials

Material shall conform to the following:

All sign panels shall be manufactured according to Corrections # 3 to GOST 10807-78.

All hardware and sign posts shall be manufactured according to GOST 25458-82 GOST 25459-82 and Typical Album Serial #3.503.9-80.

Posts are to be manufactured according to Typical Album Serial # 3.503.1-89.

Concrete to be according to Section 504.

Working conditions

704.03. Generalities.

Furnish traffic control devices according to GOST 23457-79, Technical Methods of Organizing Traffic Movement, and Corrections #3 to GOST 10807-78. Submit the sign list, details of non-standard signs and details of all marker posts for approval to the Engineer before ordering. The design of traffic signs and their installation shall be approved by the Road Police.

704.04. Sign Supports.

Sign locations and marker post locations shown on the plans may be changed in agreement with the Engineer to fit the field conditions. Determine the lengths of posts at time of staking.

Drive new supports (posts) with a suitable driving head or set supports (posts) in drilled or punched holes on foundation according to type Proiect 3.503.9-80.

Existing supports (posts) have to be thoroughly cleaned and painted with an approved zinc rich epoxy primed followed by two coats undercoat and one coat topcoat of approved finish paint system.

Construct concrete footing according to Section 504.

704.05. Sign Panels.

Road sign panels to be installed on supports (posts) in accordance to Album # 3.503.9-80.

Mounting of individual signs consisting of prefabricated panels may be made at the place of installations.

Do not field drill holes in any part of the panel. Use anti-theft fasteners where possible. Paint all bolt heads, screw heads and washers that are exposed on the sign face. Match the colour of the paint to the colour of the background area at the point where the fitting is exposed.

If a sign message is not applicable at the time of erection, completely cover the face of the sign with an opaque material.

Maintain the covering in good condition until the message becomes applicable. Do not use adhesive tape on the face of a sign.

Repair or replace damaged parts including reflective sheeting

704.06. Marker Posts and Kilometre Posts.

.Marker posts and kilometre posts shall be constructed and installed at the correct locations in accordance with the standard drawings and appropriate national standards.

704.07. Acceptance of works.

The work will be accepted for payment providing that it has been built in conformance to the plans and specifications pertaining to the segment involved and is approved by the Engineer.

Measurement

Sign installations will be measured by number. A sign installation includes the support. Different items will be used for significantly different signs.

Each sign in a multiple configuration will be measured.

Road side marker posts and kilometre posts will be measured by number.

Payment

The works measured as indicated above and confirmed by the Engineer will be paid at the rates provided in the contract against those items that are shown in the bid schedule. The payment under these items shall be the whole of the payment due for the completion of all works indicated in the present chapter.

Payment will be made under some or all of the items below:

Item Unit of measure

70401 Install new signs on existing metallic gantry number

frame

70402 Install new signs on existing supports (posts) number

70403 Install new kilometre posts number

70404 Install new marker posts Number

70405 Install new signs on new supports (posts), including installation of posts

Number

Rehabilitation of R14 Road Balti - Sarateni8. Signs, Markings and Guardrail

0 1 2 3 4 5 6

8,01 70401 Install new signs on metallic gantryframe

Number 2

8,02 70402 Install new signs on existing poles Type B - 700 Number 8

8,03 70405 Install new signs on new poles Type B -700 Number 56

8,04 70402 Install new signs on existing poles Type D - 700 Number 1

8,05 70405 Install new signs on new poles Type D - 700 Number 10

8,06 70402 IInstall new signs on existing poles Type A- 900 Number 12

8,07 70405 Install new signs on new poles Type A- 900 Number 144

8,08 70402 Install new signs on existing poles 700x350 Number 0

8,09 70405 Install new signs on new poles 700x350 Number 3









8,18 70403 Installation of Kilometer posts Number 228,19 70404 Installation of marker posts Number 317



Sq.m.458


Sq.m.111

8,23 70501Road marking Type1.7 a discontinuous line with the ratio of segments and intervals 1:1, width 0.1 m

Sq.m.245

8,24 70501 1.13 road marking Sq.m. 748,25 70501 1.14 road marking Sq.m. 1428,26 70501 1.18 road marking Sq.m. 398,27 70501 1.20 road marking Sq.m. 298,28 70501 1.16.1 road marking Sq.m. 1108,29 70501 1.16.2 road marking Sq.m. 408,30 70501 1.16.3 road marking Sq.m. 40

8,31 70101 Install new galvanised steel Guard Rail type 11 DO MM Lin.m. 1899

Total Signs and Markings to Summary

Units Quantity Rate AmountItem No.

Specification Ref. Description

Rehabilitation of R14 Road Balti-Sarateni

Existing Existente

Disigned Proiectate D A B BH BH BH BH BH BH BH

Forward direction

Sens direct

Backward direction

Sens opus Nr. după STAS Nr. după

STAS 700

900

700

350x

350

700x

350

900x

600

2250

x500

2200

x500

2100

x110

0

2600

x150

0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 445+68 1.7.3 1 1

2 447+27 2.1 1 1 Side road Drum lateral

3 447+36 2.6 1 14 447+58 2.5 1 15 448+70 1.7.2 1 16 453+25 1.7.2 1 1


8 456+25 1.7.3 1 19 456+25 5.49; 5.50 2 210 459+50 1.7.1 1 1



13 461+76 1.7.1 1 114 462+42 1.7.1 1 1


16 463+62 5.39; 5.16 2 1 1


18 464+50 1.7.1 1 119 464+50 1.7.1 1 1



22 466+50 1.7.3 1 123 466+50 1.7.1 1 1


25 468+00 1.7.2 1 126 468+54 2.6 1 127 468+76 2.5 1 128 470+50 1.7.2 1 1


30 471+72 1.7.1 1 131 472+00 1.7.3 1 132 472+04 1.20 1 133 472+41 5.47.2 1 1


35 472+63 5.11 1 136 472+64 5.47.2 1 1


38 472+88 1.7.3 1 1

39 472+99 4.2.3; 2.1b 2 1 1 Gas station benzinarie

40 473+13 3.1 1 1 Gas station benzinarie

41 473+17 1.7.1 1 1

42 473+375.6;

5.40.1; 5.40.2

3 2 1

43 473+40 5.40.1; 5.40.2 2 2

44 473+61 2.1 1 1 Station staţie


46 474+00 1.7.3 1 147 474+18 1.20 1 148 474+50 1.7.2 1 1


50 474+91 1.21; 1.20 2 2

51 475+50 1.7.2 1 152 477+00 1.7.2 1 1

53 477+20 5.40.1; 5.40.2 2 2

List of road signs

Note Notă

Qua

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umbe

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Can

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buc.

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Can

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buc.

Lista indicatoarelor rutiere

Nr.

PC+

Rehabilitation of R14 Road Balti-Sarateni1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


55 477+82 1.7.1 1 1

56 477+98 1.7.3; 1.21 2 2



59 478+59 1.20 1 160 479+00 1.7.1 1 161 479+23 1.7.1 1 1



64 481+26 1.7.1 1 165 483+50 1.7.3 1 1


67 484+23 5.50; 5.49 2 1 Demolated Demontat

68 485+00 1.7.2 1 1

69 485+50 5.50; 5.49 2 2

70 493+22 2.5 1 171 493+44 2.6 1 172 494+84 1.7.2 1 173 495+24 5.11 1 174 495+32 5.49; 5.50 2 275 495+93 5.11 1 1

76 495+94 4.2.3; 2.1b 2 1 1 Gas station benzinarie



79 496+33 5.47.2 1 1 Side road Drum lateral

80 496+34 5.47.2 1 1


82 497+00 5.30.3 1 183 497+50 1.7.2 1 184 497+86 1.7.3 1 1


86 499+00 1.7.3 1 187 500+74 5.31.2 1 188 505+50 1.7.1 1 1



91 507+27 1.7.1 1 192 510+78 1.7.1 1 1



95 512+50 1.7.1 1 196 515+50 1.7.2 1 1


98 516+73 1.7.3 1 199 517+50 1.7.2 1 1

100 517+89 1.7.3 1 Demolated Demontat


102 518+63 1.7.3 1 1103 519+13 5.47.2 1 1104 519+20 1.7.3 1 1

105 519+30 5.49; 5.50 2 2


107 519+74 5.47.2 1 1108 520+03 2.5 1 1109 520+27 2.6 1 1110 520+32 1.7.3 1 1111 520+50 1.7.2 1 1


113 521+64 1.7.2 1 1



115 522+06 1.7.2 1 1116 523+00 1.7.3 1 1


118 524+77 1.7.3 1 1119 526+00 1.7.2 1 1


121 529+00 1.7.3 1 1122 530+22 1.7.3 1 1


124 531+92 1.12.2 1 1125 533+50 1.7.2 1 1126 536+00 1.12.1 1 1127 539+61 2.5 1 1128 539+85 2.6 1 1129 541+74 5.31.2 1 1130 546+00 1.12.1 1 1131 551+73 1.12.2 1 1132 552+00 1.7.3 1 1133 553+00 5.30.3 1 1


135 555+28 1.7.2 1 1136 556+50 1.7.2 1 1


138 558+26 5.31.2 1 1139 559+66 1.7.3 1 1140 562+37 1.12.1 1 1141 565+00 1.32 1 1142 566+76 5.30.3 1 1143 568+00 1.12.2 1 1

144 570+50 1.13.1; 1.7.3 2 2


146 573+00 5.30.3 1 1147 573+50 1.7.2 1 1148 578+81 1.32 1 1149 607+10 1 5.47.2 1150 579+39 1.20 1 1151 579+39 1.7.2 1 1152 580+00 5.47.2 1 1


154 581+215.6;

5.40.1; 5 40 2

3 2 1

155 581+50 5.47.2 1 1156 581+87 1.3.1; 1.7.3 2 2157 582+24 5.31.2 1 1158 583+00 1.20 1 1159 590+74 5.31.2 1 1160 603+50 5.49 1 1161 603+50 5.50 1 1162 604+00 1.7.1 1 1



165 605+75 5.30.3 1 1166 605+91 1.7.3 1 1167 606+32 1.20 1 1168 606+32 1.7.1 1 1


170171 607+35 1.7.1 1 1172 607+46 1.7.2 1 1173 607+49 5.30.1 1 1

174 608+22 5.6; 5.40.1; 3 2 1

175 608+265.6;

5.40.1; 5 40 2

3 2 1

176 608+44 5.40.1; 5.40.2 2 1 Demolated Demontat

177 608+45 5.31.2 1 1178 608+56 5.47.2 2 2


180 608+73 2.1; 5.47.2 2 1 1 Side road Drum lateral



182 609+50 5.40.1; 5.40.2 2 2

183 609+70 5.15; 5.39 2 1 1

184 609+96 5.40.1; 5.40.2 2 2

185 610+20 5.15 1 1186 610+25 1 5.47.2 1187 610+41 5.31.2 1 1188 610+66 5.49 1 1189 610+72 5.50 1 1

190 611+00 1.7.1; 1.20 2 2

191 616+50 1.7.2 1 1192 617+82 5.47.2 1 1



195 618+385.6;

5.40.1; 5 40 2

3 2 1

196 618+41 5.6; 5.40.1; 3 2 1

197 618+53 5.30.3 1 1198 619+00 5.47.2 1 1199 619+59 1.7.3 1 1200 621+00 1.7.2 1 1


202 623+09 1.7.2 1 1203 623+94 1.7.3 1 1


205 626+19 1.7.3 1 1206 634+24 5.31.2 1 1207 636+43 1.7.2 1 1


209 637+97 Advertizing shield Reclamă

210 639+54 1.7.3 1 1211 639+76 5.31.2 1 1212 642+24 5.30.3 1 1213 647+06 5.53 1 1214 648+13 5.53 1 1215 648+66 5.49; 5.50 2 2216 649+50 1.20 1 1217 649+75 5.30.3 1 1218 650+10 1.7.1 1 1219 651+15 5.6 1 1220 651+15 5.40.1; 5.40.2 2 2

221 651+435.6;

5.40.1; 5.40.2

3 2 1




225 651+69 5.47.2 1 1226 652+14 1.20 1 1227 652+68 1.20 1 1

228 652+69 4.2.3; 2.1b 2 1 1

229 653+00 5.39 1 1230 653+17 1.7.1 1 1231 653+17 2.1 1 1232 654+50 1.7.3 1 1233 654+90 5.40.1; 5.40.2 2 2234 654+93 5.40.1; 5.40.2 2 2235 655+10 5.9 1 1


237 655+18 5.9 1 1

238 655+18 5.9 1 Demolated Demontat

239 656+00 1.7.2; 1.20 2 2240 656+57 1.7.2 1 1


242 657+85 5.49 1 1243 657+85 5.50 1 1


244 658+93 1.7.3 1 1245 662+87 3.27 1 1246 663+38 5.21 1 1

247 664+43 5.30.1 1 Demolated Demontat

248 664+89 1.20 1 1249 665+81 5.47.2 1 1250 665+90 5.40.1; 5.40.2 2 2

251 665+93 5.40.1; 5.40.2 2 2


253 666+58 5.6 1 1


255 666+83 5.40.1; 5.40.2 2 2256 666+95 5.40.1; 5.40.2 2 2

45 254 11 156 64 0 3 18 2 31 5 41 12 8 0 0 2 0 10 5 2

254 10 144 56 0 3 16 2 21 0 2Semne rutiere pe panouri existente

Total semne rutiere

Semne rutiere pe panouri noi

Rehabilitation of M2Road Chisinau-Orhei-Sarateni

List of road signsLista indicatoarelor rutiere

Nr.

PC+ Existing Existente

Qua

ntiti

es n

umbe

r

Can

titat

ea

buc.

Designed Proiectate

Qua

ntiti

es n

umbe

r

Can

titat

ea

buc.

D A B B H B H B H B H B H B H

NoteNotă

Forw

ard

dire

ctio

n

Sens

dire

ct

Bac

kwar

d di

rect

ion

Se

ns o

pus

Nr. după STAS Nr. după STAS 700 900 700

700x

350

900x

600

2250

x500

2200

x500

2100

x110

0

2600

x150

0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 171 57+24 Reclamă2 57+43 4,1,2 1 13 57+53 2,1; 4,1,2 2 1 1 Drum lateral4 57+79 2,1; 4,1,2 2 1 15 58+09 2,1; 3,1 2 1 16 58+19 4,1.1;3.32.1 2 27 58+23 4.2.1;2.1a 2 1 18 58+27 3a1 1 19 58+27’ 4.1.2;2.1;1.9 3 1 210 58+29 2.1b; 4.2.3. 2 1 111 58+44 3.31;3.23 2 212 58+66 3.27;2.3 2 1 113 58+74 Reclamă14 58+77 3.32.1 1 115 58+86 4a1,4 1 116 58+97 Reclamă17 58+98 5a50 1 118 59+21 Reclamă19 59+35 4.2.1;2.1a 2 1 120 59+54 3a31 1 121 59+56 Reclamă


22 59+65 Reclamă23 59+67 5,30,1 1 124 60+06 Reclamă25 60+40 Reclamă26 60+61 1.9;5.28 2 1 127 60+71 Reclamă28 61+49 5.31.1 1 129 61+78 Reclamă30 61+95 Reclamă31 62+22 Reclamă32 62+36 Reclamă33 63+19 Reclamă34 63+63 2,1;4,1,1 2 1 135 63+86 Reclamă36 64+18 5a49 1 137 64+32 4.1.1;2.1 2 1 1 Drum lateral38 65+44 Reclamă39 67+46 Reclamă40 69+34 Reclamă41 78+93 3a27 1 142 79+64 Radar 1 143 80+35 5a50 1 144 80+38 5a49 1 145 80+94 3a27 1 146 82+42 Reclamă47 82+43 Reclamă48 83+38 2.1a;4.2.1 2 1 14950 83+65 2.1b;4.2.3 2 1 151 83+73 5.30.1 1 Demontat52 83+89 5a37 1 153 83+96 5.31.1 1 Demontat54 84+08 1.20;1.7.2 2 255 84+42 1a9 1 156 85+23 5,11 1 157 85+33 Reclamă


93 104+32 Reclamă

58 85+57 4a1,4 1 159 85+69 3a1 1 160 85+88 2a2 1 161 86+01 2.1;4.1.2 2 1 162 86+22 5,40,1;5,40,2 2 263 86+35 5,40,1;5,40,2 2 264 86+45 5,6 1 165 87+69 5.31.1 1 Demontat66 88+32 5.31.1 1 Demontat67 88+32 5,31,2 1 168 88+57’ 5a37 1 169 88+57 1a20 1 170 88+80 2,1b;4,2,3 2 1 171 89+18 2,1a;4,2,1 2 1 172 89+22 Reclamă73 89+43 3,27 1 Demontat74 95+30 1,7,2 1 175 95+98 2,1 1 1 Drum lateral76 97+50 1,7,2 1 177 98+11 2,1 1 1 Drum lateral78 99+30 1,7,2 1 179 99+92 2,1 1 1 Drum lateral80 100+35 2,1 1 1 Drum lateral81 101+00 1,7,2 1 182 101+07 3,27 1 Demontat83 101+60 2,1 1 1 Drum lateral8485 102+22 5,47,2 1 186 102+63 102+63 Reclamă 1,7,2 1 187 102+74 Radar 1 188 103+11 2,1 1 1 Drum lateral89 103+59 5,30,1 1 190 103+67 5,48 1 1

4,1,2;2,1 Drum lateral91 104+19 2 1 192 104+31 2,1a;4,2,1 2 1 1


129 112+81 3,1 1 1

94 104+43 4,1,1 1 195 104+65 4,1,4 1 196 104+75 5,47,2 1 197 104+81 Reclamă98 105+55 5,47,2 1 199 105+79 4,1,4 1 1

100 105+99 5,47,2 1 1101 106+11 4,1,1 1 1102 106+45 2,1;4,1,2 2 1 1 Drum lateral103 106+61 Reclamă104 106+95 106+95 5,49;5,50 2 2105 108+37 2,1;4,1,2 2 1 1 Drum lateral106 108+61 4,2,1 1 2,1a 1 1 1107 108+82 4,1,4 1 1108 109+09 5,47,2 1 1109 109+09’ 5,47,2 1 1110 109+68 5,47,2 1 1111 109+85 2,2;4,1,2 2 1 1112 110+03 1,8 1 1113 110+23 5,21 1 1114 110+47 4,2,1 1 2,1a 1 1 1115 110+99 4,1,2 1 2,1a 1 1 1116 111+10 5,47,2 1 1117 111+44 2,1 1 1 Drum lateral118 111+52 4,3;2,1;6,15,2 3 1 1 1 Drum lateral119 111+55 5,47,2 1 1120 0+92 3,23 1 Demontat121 1+21 5,47,2 1 1122 2+00 6,15,2;4,3;2,1 3 1 1 1123 2+14 Reclama124 112+00 3,1 1 1125 112+02 Reclama126 112+08 Reclama127 112+16 2,2;4,1,2 2 1 1128 112+79 2,1 1 1


165 146+66 1,7,2 1 1

130 112+81’ 4,1,1 1 1131 112+87 5,47,2 1 1132 113+12 4,3;2,1;6,15,2 3 1 1 1 Drum lateral133 113+55 3,31;6,6,3 2 1 1134 113+78 5,47,2 1 1135 114+57 1,14,1;6,3 2 1 1136 115+56 Reclama137 115+64 5,47,2 1 1138 115+82 Gaz 1 1139 116+84 5,44,1 1 1140 117+13 4,1,4 1 1141 125+37 Reclama142 126+15 Reclama143 126+96 Reclama144 128+50 Reclama145 132+50 1,7,2 1 1146 133+19 2,1;4,1,2 2 1 1147 133+62 Reclama148 134+12 2,1 1 1 Drum lateral149 134+27 5,11 1 1150 135+11 5,11 1 1151 135+32 Reclama152 136+47 2,1;4,1,2 2 1 1153 139+96 Reclama154 141+14 5,50;5,49 2 2155 143+05 2,1 1 1 Drum lateral156 143+45 1,7,2 1 1157 143+76 Reclama158 143+78 Reclama159160 144+77 2,1 1 1 Drum lateral161 144+82 2,1 1 1 Drum lateral162 145+51 Reclama163 146+00 1,7,2 1 1164 146+30 5,30,1 1 1


198 159+50 1,7,1 1 1

166 147+22 2,1 1 1 Drum lateral167 149+53 1,7,2 1 1168 150+04 2,1 1 1 Drum lateral169 150+25 5,31,1 1 1170 150+31 2,1 1 1 Drum lateral171 150+47 2,1a;4,2,1 2 1 1172 Reclama150+52173 150+74 1,7,2 1 1174 151+10 151+10 1a20 1 1,7,2 1 2175 151+17 2,1 1 1 Drum lateral176 151+44 1,7,2 1 1177 151+64 5,37 1 1178 151+66 5,51 1 1179 151+99 2,1 1 1 Drum lateral

180 152+21 5,40,1;5,40,2;5,15 3 4,2,1;2,1a 2 1 3 1

181182 152+35 5,40,1;5,40,2 2 2183 153+39 2,1 1 1 Drum lateral184 153+50 5,37 1 1185 154+05 5,37 1 1186 154+ Reclama27187 154+62 1,7,2 1 1188 155+18 2,1 1 1 Drum lateral189 156+28 5,40,1;5,40,2 2 2

190 156+44 5,40,1;5,40,2;5,6 3 3

191 156+57 5,40,1;5,40,2;5,6 3 3

192 156+80 2,1 1 1 Drum lateral193 157+73 1,7,2 1 1194 158+17 2,1 1 1 Drum lateral195 158+52 1a20 1 1196 158+ Reclama75197 159+00 1,7,2 1 1


234 183+10 5,44,2 1 1

199 160+20 2,1 1 1 Drum lateral200 160+43 2,1 1 1 Drum lateral201 160+64 1,7,3 1 1202 160+84 5,31,1 1 1203 160+95 5,37 1 1204 161+12 1,7,1 1 1205 161+28 2,1 1 1 Drum lateral206 161+41 2,1 1 1 Drum lateral207 161+53 5,37 1 1208 162+28 5,44,2 1 1209 162+48 1,7,2 1 1210 163+00 5,30,1 1 1211 165+88 5,47,2 1 1212 166+05 Reclama213 166+77 2,1 1 1 Drum lateral214 166+90 5, 50 1 1215 167+33 5,49 1 1216 168+46 Radar 1 1217 169+53 5,40,1;5,40,2 2 2218 169+70 2,1a;4,2,1 2 1 1219 170+44 5,40,1;5,40,2 2 2220 171+48 1,12,2 1 1221 172+14 5,16 1 1222 173+03 1a20 1 1223 178+33 1,12,1 1 1224 178+71 1,12,2 1 1225226 181+16 5, 50 1 1227 181+25 5,49 1 1228 181+27 2,1 1 1 Drum lateral229 181+40 3,1 1 1 Peco230 181+48 3,27 1 Demontat231 181+70 Reclama232 182+33 5,11 1 1 Peco233 182+39 2,1 1 1 Drum lateral


270 214+64 2,1 1 1 Peco

235 183+12 1,7,2 1 1236 183+50 1,12,1 1 1237 183+62 1a20 1 1238 184+40 1,24,1;6,3 2 1 1239 185+05 1,7,1 1 1240 186+57 5,47,2 1 1241 186+67 5,31,1 1 1242 187+00 2,1 1 1 Drum lateral243 187+29 2,1 1 1 Drum lateral244 187+34 5,6 1 1245 187+37 5,47,2 1 1 Drum lateral246 187+50 5,47,2 1 1247 167+69 5,40,1;5,40,2 2 2248 187+76 5,40,1;5,40,2 2 2249 188+00 5,6 1 1250 188+12 2,1 1 1 Drum lateral251 188+39 5,47,2 1 1252 189+35 1a20 1 1253 189+72 1,24,1;6,3 2 1 1254 190+01 1,7,1;3,27 2 1 Demontat255 190+79 1,13,1;6,3 2 1 1256 191+64 5,44,2 1 1257 191+66 5,49 1 1258 191+66 5 ,50 1 1259 194+28 5,53 1 1260 184+89 5,53 1 1261 195+64 2,1 1 1 Drum lateral262 197+69 1,7,2 1 1263 208+92 1,13,1;6,3 2 1 1264 210+62 1,7,3 1 1265 213+71 Reclama266 214+28 Reclama267 214+42 2,1 1 1 Drum lateral268 214+49 5,47,2 1 1269 214+61 2,1 1 1 Peco


305 250+59 5,37 1 1

271 214+90 4,2,3 1 1 Peco272 215+20 2,1 1 1 Drum lateral273 215+62 Reclama274 215+82 3,1 1 1275 215+83 Reclama276 215+92 5,11 1 1277 216+66 Reclama278 217+40 5,11 1 1279 217+53 1,7,2 1 1280 217+91 4,2,3;2,1b 2 1 1 Peco281 218+24 3,1 1 1282 218+53 2,1 1 1 Peco283 218+67 1a20 1 1284 219+06 5,6 1 1285 219+48 1a20 1 1286 2,1a;4,2,1 2219+77 1 1287 220+28 5,40,1;5,40,2 2 2

288 220+55 5,40,1;5,40,2;5,6 3 3

289 220+49 1a20 1 Demontat290 222+80 Reclama291 223+15 1a20 1 1292 228+68 Reclama293 230+13 1,7,2 1 Demontat294 231+00 1,7,1 1 1295 231+25 Reclama296 5,37 1232+28 1297 232+51 2,1 1 1 Drum lateral298 232+52 2,1 1 1 Drum lateral299 232+68 5,37 1 1300 234+19 1,7,1 1 1301 235+49 1,7,3 1 Demontat302 241+88 Reclama303 Reclama248+55304 249+50 1,7,1 1 1

Rehabilitation of M2

11 63 41 2 0 0 2 2 0Semne rutiere pe panouri noi51 52 35 19 0 0 16 3 23Semne rutiere pe panouri existente

Road Chisinau-Orhei-Sarateni

306 250+84 2,1 1 1 Drum lateral307 250+94 2,1 1 1 Drum lateral308 251+18 5,37 1 1309 252+10 6,1,1;5,16 2 1 1310 252+50 1,7,1 1 1311 253+72 1,7,3 1 Demontat312 254+71 5,16 1 1313 258+24 5,44,1 1 1314 Reclama259+02315 259+30 1a20 1 1316 260+50 1,7,3 1 1317 260+87 5,28 1 1318 261+44 Reclama319 261+66 2,1a;4,2,1 2 1 1320 261+97 2,1 1 1 Drum lateral321 262+05 5,47,2 1 1322 262+05 5,47,2 1 1

Total semne rutiere Total number of 213 120 62 115 76 21 0 0 18 5 23

Rehabilitation of R3 Road Chisinau-Hincesti

Existing Existente

Designed Proiectate D A B BH BH BH BH BH BH

Forward direction

Sens direct

Backward direction

Sens opus

Nr. după STAS

Nr. după STAS 70

0

900

700

700x

350

900x

600

2250

x500

2200

x500

2100

x110

026

00x1

500

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 171 78+08 5,47,2 1 - 12 79+07 Radar 1 - 1

3 79+50Advertizing

shield Reclamă

- -

4 80+27 - 2,1 1 1 Side road Drum lateral

5 80+33 5,47,2 1 1 Side road Drum lateral

6 80+53Advertizing

shield Reclamă

- -

7 80+75 3,27 1 - Demolated Demontat

8 80+75 5,47,2 1 19 81+58 5,30,1 1 1

10 82+33Advertizing

shield Reclamă

- -


12 83+67Advertizing

shield Reclamă

-


14 85+39 1,12,1 1 - Demolated Demontat

15 88+19Advertizing

shield Reclamă

- -


17 89+63 5,47,2 1 - 1

18 89+63Advertizing

shield Reclamă

- -

19 90+61Advertizing

shield Reclamă

- -

20 90+69 4,1,4 1 - 1

21 91+62Advertizing

shield Reclamă

- -


23 92+55 5,11 1 - 124 92+70 2,1a 1 125 92+70 4,2,1 1 - 126 93+42 2,1b 1 127 93+42 4,2,1 1 - 128 93+90 - 5,31,1 1 1

List of road signs

Note Notă

Lista indicatoarelor rutiere

Nr. d/o

PC+

Qua

ntiti

es n

umbe

r C

antit

atea

bu

c.

Qua

ntiti

es n

umbe

r C

antit

atea

bu

c.


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

29 94+03Advertizing

shield Reclamă

- -

30 94+07 2,1 1 131 94+19 2,2;2,1 2 2

32 94+19 Radar 1 - Demolated Demontat

33 94+40 5,31,1 1 1

34 94+44Advertizing

shield Reclamă

- -

35 94+82 5,47,2 1 - 1


37 95+06 - 2,2 1 138 95+17 1,7,2 1 - 139 96+17 5,47,2 1 - 140 96+27 1,7,2 1 - 141 96+44 5,30,1 1 1

42 96+68Advertizing

shield Reclamă

- -

43 96+87Advertizing

shield Reclamă

- -

44 97+33Advertizing

shield Reclamă

- -

45 97+65Advertizing

shield Reclamă

- -

46 98+48 5,15 1 1

47 99+63 2,1 1 - 1 Side road Drum lateral

48 100+10 3,27 1 - 149 109+00 1,7,3 1 1


51 -


53 111+07Advertizing

shield Reclamă

- -


55 112+00 5,47,2 1 - 156 113+05 Radar 1 - 1

57 113+50 - 5,30,1;1,7,2 2 1 1

58 114+71 - 1,7,2 1 159 115+72 5,47,2 1 - 1


61 116+40 5,47,2 1 - 1


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17


63 117+71 - 1,7.3 1 164 117+85 5,31,1 1 165 122+14 1,32 1 1


67 122+60 - 5,31.1 1 168 123+61 - 1,7,1 1 169 124+52 - 1,20;6.1.1 2 1 170 124+60 3,27 1 - 1


72 125+14 5,47,2 2 - 2



75 125+96 - 5,40.1;5.40.2;5.6 3 2 1

76 126+34 - 5,40.1;5.40.2;5.6 3 2 1

77 126+61 - 1,7,1 1 178 127+59 - 1,20;6.1.1 2 1 179 129+50 - 5,30.1 1 180 130+02 - 1,7.3 1 181 131+52 5,47,2 1 1


83 131+77 1,7,3 1 184 132+44 1,7,2 1 185 132+57 2,1 1 186 132+80 1,7,2 1 1


8889 133+38 - 1,7,2 1 1


shield Reclamă

- -

91 134+05 - 2,1 1 Demolated Demontat

92 135+00 - 1,7,3 1 193 135+50 1,7,3 1 1

94 136+00 3,23;1,12,2;6,3 3 1 1 1

95 136+68 2,1 1 1 Side road Drum lateral



98 138+50 1,12,1;1,7,2 2 2


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1799 147+50 1,7,2 1 1


101 150+50 - 1,7,3 1 1102 153+25 - 1,7,1 1 1103 154+00 - 5,30.3 1 1


105 154+50 - 5,30,3 1 1


107 156+50 1,7,1 1 1

108 158+36 Information Informatie 1 - 1

109 163+50 1,7,2 1 1110 165+00 - 5,31.2 1 1


112 165+26 1,7,1 1 1113 166+50 1,7,3 1 1


115 167+18 5,31,1 1 1116 167+40 2,1; 2,2 2 - 1 1


118 167+62 5,47,2 2 - 2


120 168+42 5,30,1 1 1

121 168+50 - 5,31.2;1.7.3 2 1 1


123 169+20 1,7,1 1 1124 169+89 Radar 1 - 1


126 171+08 - 5,16 1 1127 171+74 1,7,2 1 1128 171+74 1,14,2 1 - 1


shield Reclamă

- -

130 172+46 - 2,5 1 1131 172+50 - 5,30.3 1 1132 172+80 - 2,6 1 1133 173+50 3 1 1 1

134 173+90 1,7,2; 5,11 2 - 1 1

135 173+85 3,27 1 - 1 Gaz station Peco


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17136 173+88 4,2,3;2,1b 1 1137 175+00 - 5,31.2 1 1


shield Reclamă

- -

139 176+03 5,47,2 2 - 2140 176+30 - 2,1 1 1141 176+58 3,27 1 - 1142 177+63 - 1,7.3 1 1


shield Reclamă

- -

144 178+00 - 5,30.3 1 1145 178+20 2,5 1 1146 178+24 2,2;4,1,3 2 1 1147 178+35 2,6 1 1

148 178+24 2,2; 4,1.1 2 - 1 Demolated Demontat


150 183+00 - 5,30.3 1 1151 198+50 1,7,2 1 1152

153 199+50 3,23;1,13,2; 6,3 3 1 1 1

154155 199+80 3,27 1 - 1156 199+85 2,1 1 1157 200+35 1,7,3 1 1

158 200+39 5,47,2 2 - 1 Demolated Demontat

159 200+50 5,47,2 2 2


161 201+00 - 1,7,2 1 1162 201+50 1,7,2 1 1


164 202+60 - 1,7,3 1 1165166 203+33 - 5,6 1 1167 203+50 - 5,31.2 1 1168 204+35 1,14,1 1 - 1

169 212+50 1,14,2;1,13,2; 6,3 3 2 1

170 213+42 - 5,30.3 1 1

171 214+74 3,27; 6,3 2 - 1 Demolated Demontat

172 215+91 1,12,1 1 - 1173 217+00 1,31,1 1 1174 218+24 1,31,2 1 - 1175 219+40 5,15 1 1

176 219+65 - 1,14,1;1,13,2; 6,3 3 2 1

177 219+73 5,11 1 5,31.2 1 1 1178 219+97 2,2 1 1


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

65 120 14 73 33 11 9 3 1 14 57 11 5 1 4 1 0 10 57 62 28 10 5 2 1 4 0

Total Semne RutiereSemne rutiere pe panouri existente

Semne rutiere pe panouri noi