Addendum No.1 tothe Request for Proposal Dated: PUBLIC ...pwd.rajasthan.gov.in/content/dam/doitassets/Roads... · Design &Pavement 6 Schedule - B, I. Bypasses, R-4 ... 11 70+300 72+750

Request for Proposal

Addendum No.1 to the

Dated:

PUBLIC WORKS DEPARTMENT

GOVERNMENT OF RAJASTHAN

ADDENDUM NO.1

TO THE

REQUESTFORPROPOSAL(RF~

For

UPGRADING AND REHABILITATION OF ROADS IN THE DISTRICTS OFALWAR, BHARATPUR & JAIPUR IN THE STATE OF RAJASTHAN (PACKAGE-01) ON HYBRID ANNUITY MODEL UNDER SWISS CHALLENGE METHOD OF

PROCUREMENT



Following modifications to the RFP for Swiss Challenge Package- 0 I: Upgrading andRehabilitation of Roads in the Districts of Alwar, Bharatpur & Jaipur in the State ofRajasthan (Package -0 I) on Hybrid Annuity Model under Swiss Challenge Method ofprocurement are made as under.

The deletions from the earlier text of the RFP/DCA are indicated as strikethroughs andadditions are underlined.

S.No.

2

22.1.1 The Concessionaire hereby agrees and undertakes that it shall achieveFinancial Close, for and in respect of debt equal to at least 56% (fifty six percent) of the Total Project Cost, within a period 180 (one hundred and eighty)days from the date of this Agreement and in the event of delay. it shall beentitled to a further period not exceeding 90 (ninety) days, subject to payment ofDamages to the Authority in a sum calculated at the rate of 0.05% (zero pointzero five per cent) of the Performance Security for each day of delay, providedthat the Damages specified herein shall be payable every week in advance andthe period beyond the said 180 (one hundred and eighty) days shall be grantedonly to the extent of Damages so paid; provided further that no Damages shallbe payable ifsuch delay in Financial Close has occurred as a result of anydefault or delay by the Authority in procuring satisfaction of the ConditionsPrecedent specified in Clause 4.1.2 or due to Force Majeure. For the avoidanceof doubt, the Damages payable hereunder by the Concessionaire shall be inaddition to the Damages, if any, due and payable under the provisions of Clause4.3.

Reference ClauseAddendum to RFP

_{includin_gDCA Vol I and IU_DCA Vol I, ARTICLE 12,CONSTRUCTION OFTHE PROJECT, 12.3

Construction of the Project

12.3 Construction of the Project12.3.1 On or after the Appointed Date, the Concessionaire shall undertakeconstruction of the Project as specified in Schedule-B and Schedule-C, and inconformity with the Specifications and Standards set forth in Schedule-D. The1095th (ORe thousaRS RiRe!), fifth) 910th (nine hundred and tenth) day from theAppointed Date shall be the scheduled date for completion of the Project ( the"Scheduled Completion Date") and the Concessionaire agrees and undertakesthat the Proj_ect shall be cOlll£leted on or before the Scheduled Com_£ietion Date.

3

DCA Vol I, ARTICLE 22,FINANCIAL CLOSE, 22.1

Financial Close

22.1 Financial Close

Schedule - B, I.New ROB to be constructedR-I (Natani ka Bada -Kathkurnar), Appendix B- Name TotalXII, Detai Is of ROBs/ Des Width Stairei RoW Ske LengtRUBs ign of Case/S. Hess of w h of RemaLocation Ch Struct FootpatNo. iHg Rail An Struct rksain ure hibt way gle ureage Lm1 VUPNo. (Km)

'Ihe

RoB

locatiobG.Malakhe o 750m n is at12· NB-

1 da 60m 89 0.642 129 Both railwa050 ~~ sides v

Mchaina

ge km

92510

pg. 2

P



S.No. Reference Clause Addendum to RFP_1includi'!_gDCA Vol I and II)

~ (on

bypas

5)4 Schedule - B, 4.19 Retaining WallR-2 (Ramgarh - Sikri)

SI. Location LengthSide RemarksNo. From To (M)

e*istiRg iR PSSfGSRElitisFlI 2+490 2+625 Ix70 RHSReQair and

Rehabilitatione*istiRg iR PSSFI GSFlsitisR2 2+600 2+650 Ix20 RHS ReQair andRehabilitation

e*istiRg iFlPSSFGSRsitisR3 2+960 3+290 Ixl20 LHS Re)2air and

Rehabilitation

e*istiRg iR PesFGSRsitieFl4 3+545 4+050 2x245 BHSRe)2air and

RehabilitationTotal Length => 700

5 Schedule - B, Table B-3 Type of PavementR-3 (Mahuwa - Gadi -

Govindgarh), Length of section (Km)4.8 Type of PavementDesign & Pavement

6 Schedule - B, I. Bypasses,R-4 (Ajarka - Tala), S.l\io 3

Appendix B-III, Details of J.asat Sarai KalanBypasses and New

Alignments

7 Schedule - B, I. Proposed ROWR-4 (Ajarka - Tala), Details of...£n:~EosedROW for the Prqj_ectHi.g_hw~are_given below:Appendix B-V,

Design Chainage (Km)I. Details of Proposed S.No Proposed ROW (m)ROWand Additional LandFrom To

1 0+000 0+525 30

2 0+525 1+850 30

3 1+725 #G754+200I

16

4 44W§4+200 ~5+031 30

pg. 3



S.No. Reference Clause Addendum to RFP(including DCA Vol I and II

5 ~5+031 ~11+350 16

6 ~11+350 ~13+000 +630

7 ~13+000 17+410 16

8 17+410 24+631 I 20iI Not in Scope of9 24+631 69+550Work Under NCRPB

10 69+550 70+300 16

11 70+300 72+750 16

12 72+750 73+435 20

13 73+435 82+640 21

14 82+640 84+400 16--I-- -+---

15 84+400 88+050 16

16 88+050 88+750 16

!Not in Scope of17 88+750 109+640

I Work Under NCRPB

18 109+640 n2*8GG 120+478 16

19 122*8GG120+478 122*7GG122+400 30

20 122*7GG122+400 124+760 16---

21 124+760 128+889 168 Schedule - B, 2. Additional Land Required

R-4 (Ajarka - Tala), Details of additional land to be acquired are_g_ivenbelow:Appendix B-Y, Design Chainage Additional Land2. Additional Land

rkrm Width (m) RemarkRequired S.No

From To LHS RIIS1 23,000 23·300 20 20 Toll Plaza

2 65·520 65·820 22 22 Toll Plaza

3 119·630 119·930 18 18 Toll Plaza

4 95+082 95+760 15 15 Agar BXEass

pg. 4



S.No. Reference Clause Addendum to RFP(including DCA Vol I and II)

9 Schedule - B, A. At-Grade IntersectionsR-4 (Ajarka - Tala),Appendix B-VI, New Location of RemarkIntersections Indicate figure number ofintersection

S.No Typical Design in Manual to beDesign

referredChainage (km)

0+000Refer Chapter 3 of Manual (IRC 3-Leg

1SP:41-1994)

Refer Chapter 3 of Manual (IRC 3-Leg2 1+850

SP:41-1994)


SP:41-1994)


SP:41-1994)


SP:41-1994)


SP:41-1994)


SP:41-1994)


SP:41-1994)

Refer ChaRter 3 of Manual (IRC 3-Leg.2 95+082

SP:41-1994)

Refer ChaRter 3 of Manual (IRC 3-Leg10 95+760

SP:41-1994)

10 Schedule - B, Typical Cross - sections and ApplicationR-6 (Kotkasim - Tapukara

- Haryana Border), Length (m) (Km)Appendix B-1, Typical * * * * * * * * * * * * * * * * * *Cross - sections and

Application

pg. 5



S.No. Reference Clause Addendum to RFP(including DCA Vol I and II)

II Schedule - B, Table 8-3 Type of Pavement DesignR-7 (Deeg - Kaman),

S.No.Chainage Length Type of

RemarkFrom To (Km) Pavement

I 5+000 6+200 1.200 Flexible

2 6+200 6+375 0.175 Flexible

3 6+375 8+000 1.625 Flexible

4 12+380 15+145 2.765 Flexible

5 15+445 17+400 1.955 Flexible (Cold in17+400 17+725 0.325 Place ffi

6 Flexible Recyclimg)

7 18+000 20+525 2.525 Flexible

8 20+525 20+800 0.275 Flexible2 20+800 22+000 1.200 FlexiblelQ 22+000 22+380 0.380 Flexible

pg.6



12 Schedule - B, Table 8-4 Type of Rigid PavementR-7 (Deeg - Kaman), Length tm1 (Km)

* * * * * * * * * * * * * * * * * *13 Schedule - B, Typical Road Cross - section and Application

R-7 (Deeg - Kaman), Length (Km)Appendix B-1 * * * * * * * * * * * * * * * * * *

14 Schedule - B, Details of Stretches Proposed for Reconstruction ~ble PavementR-7 (Deeg - Kaman),

Appendix B-II Design Chainage LengthS. No. Remark

From To (lim)

1 1+425 1+486 0.061 --+-l 1+486 :h345 1.859 -~l 3+345 4+260 0.915 -1_1 4+525 5+000 0.475 -4~ 8+000 8+025 0.025 -g 8+310 8+475 0.165 --~l 8+475 10+800 2.325 -~~ 10+800 11+490 0.690 -2 22+380 22-1524 0.144 --

Total ~6.65915 Schedule - B, 4.S. Type of Pavement & Pavement Design

R-8 (Kherli - Nadbai- Type of pavement shall be Flexible provided as per Section 5 of the Manual.Kumher to UP Border), 4.8 However, in the sections given in Table B 3, B 4 !i:l the type of pavement shall

Type of Pavement & be as specified therein.Pavement Design

....... _. D ......... •1'0 "' .Design

&Ne bengtfl Type of£"1. ._RemarkfKmt Pa'lemenl.. Frem +e

l Q.+OO9 ~ ~ F'leldele~ ~ ~ ~ F'leltiele~ ~ ~ ~ F'ieltieie4 ~ ~ GdW F'ieltiele§ ~ ~ b9W F'leltieie(, ~ ~ (M4G Fieltiele7 ~ ~ ~ F'ieltieie8 W+9W ~ ~ F'lel,ieie9 ~ ~ ~ F'leltiele:w ~ ~ G,WG F'ieltieleII ~ ~ ~ l'I~~ ~ ~ Q.,WQ FleltieleH ~ so-sas ~ Fleltiele14 ~ ~ ~ F'lelti13lel§ ~ ~ bHQ F'lelti13lel6 ~ ~ ~ Flelti13le

pg. 7



i-7 ~ ~ ~ Fle~iele-18 ~ ~ ±mG Fle~iele+9 ~ ~ fh.±OO FlelEiele;!G ~ ~ g,g:ro FlelEieleU ~ ~ ~ Fle~iele~ ~ ~ ~ Fle~iele~ ~ ~ ~ Fle~ieleM ~ ~ ~ Fle~iele~ ~ ~ M4Q Fle~iele

Table B-4 B-3 Type of Pavement

S.No Design Chainage Length (in Type ofFrom To KM) Pavement

I 1+435 I; 865 0.43 Rigid

2 2+780 2~900 0.12 Rigid

3 5+010 5+160 0.15 Rigid

4 10+425 10+950 0.525 Rigid

5 17+672 18+810 1.138 Rigid

6 23+980 24+010 0.03 Rigid

7 24+010 24+270 0.26 Rigid

8 24+270 24+640 0.37 Rigid

9 30+345 30+480 0.135 Rigid

10 30+480 31+070 0.59 Rigid

II 33+ 180 33+970 0.79 Rigid

12 39+015 39+695 0.68 Rigid~- _-- "_0'

13 41+685 41 ~745 0.06 Rigid

14 42+175 42+340 0.165 Rigid

15 42+865 43+495 0.63 Rigid

16 45+530 45+655 0.125 Rigid

17 49+030 50+175 1.145

Total Length Km) 7.343* * * * * * * * * * * *Schedule - B, * * * * * *16

Length (Km)R-8 (Kherli - Nadbai-Kumher to UP Border),

* * * * * * * * * • *Appendix 8-1, Typical * * * * * * *Road Cross - sections and

AI'glication _._

pg.8



17 Schedule - B, Details of Stretches Prl!l!_osedfor ReconstructionR-8 (Kherli - Nadbai -Design ChainageKumher to UP Border), SI. No. Length (Krn)Appendix B-I1, Details of

From ToStretches Proposed forPart-I (Kherli-Nadbai-Kumher)Reconstruction

I Oi-OOO O~O15 0.015----- -----_._--2 0+015 1+435 1.423 1+435 1+865 0.434 1+865 2+780 0.9155 2+780 2+900 0.126 2+900 3+050 0.157 3+050 5+010 1.968 5+010 5+160 0.159 5+160 5+800 0.6410 5+800 10+425 4.625II 10+425 10+950 0.52512 10+950 16-.-032 5.082u 23+980 24+010 0.03

+;H 24-+270 24-r640 0.37+412 27+050 27+650 0.6l.Q 30+345 30+480 0.135

Part-II (Kumher to UP Border)HI7 39+015 39+695 0.68Mil. 40+715 40+815 0.118 Schedule - B, 4. Widening of Culverts

R-8 (Kherli - Nadbai-Kumher to UP Border),

Existing Structure"Appendix B-X!, SI.No. DesignRemarksChainage(km) Type Width full

Part-I (Kherli-Nadbai-Kumher)

Widening as per1 1+630 Syphon 10 site conditions

IRC2 2+777 Slab Culvert 8.5 --00--

3 4+763 Slab Culvert 7.8 --00--

4 9+963 Slab Culvert 7.5 --00--

5 14+589 Slab Culvert 7.3 --00--

6 23+415 Syphon 10 --Do--I

24+865 Syphon 10 --00--7

8 25+535 Syphon 10 --00--

9 26+685 Syphon 10 --00--

10 27+035 Syphon 10 --00--

11 28+335 Syphon 10 --00--

pg. 9



12 28+835 Syphon 10 --00--

13 29+135 Syphon 10 --00--

14 29+335 Syphon 10 --00--

15 36+335 Syphon 10 --00--

Part-II (Kumher-UP Border)

7.5Widening as per

16 40+765 Slab Culvert site ESRaitisRsIRC

17 41+565 Slab Culvert 7.2 --00--

18 41+765 Slab Culvert 10 --00--

19 46+315 Syphon 10 --00--

20 46+615 Syphon 12.5 --00--

21 46+940 Slab Culvert 7.8 --00--

22 47+645 Syphon 12.5 --00--

23 48+040 Slab Culvert 10 --00--

24 48+115 Syphon 12.5 --00--

25 50+575 Slab Culvert 7.8 --Do--

* * * * * * * * * * * * * * * * * *Length (Km)

* * * * * * * * * * * * * * * * * *

Include TCS -3

19 Schedule - B,R-9 (Kheria Mod - UPBorder), Appendix B-1,

Typical Road Cross Sectionand A_0ilication

.20 Schedule - B,R-9 (Kheria Mod - UPBorder), Appendix B-1

res ·1S1'RE:'<GTIlINGor EX[SmG 2 - L.".NECARRIAGE WAY TO 2 - L.'\]\E AND WIDDIING

WITH (ORA\lULAil. SHOULDER

21 Schedule - B,R-10 (Nagar - Nadbai -

Halana - Wer

* * * * * * * * * * * * * * * * * *Table B-3 Type of Pavement

~gn Chainage Length of section.(m1S. No. Type of PavementFrom To

0+000 0+500 500 Rigid

pg. 10



2 5+000 5+600 600Rigid

3 6+900 7+300 400Rigid

4 14+100 14+400 300 Rigid5 19+500 20+000 500

Rigid6 24+200 25+500 1300

Rigid7 25+500 27+100 1600 Rigid

8 29+300 30+000 700 Rigid

2 35+300 35+600 300 Rigid

9-lQ 37+200 37+700 500 Rigid

-W-ll 38+500 38+800 300 Rigid

-1+11 44+300 44+400 100 Rigid

g_.ll 44+400 44+900 500 Rigid

-l-JH 44+900 45+000 100 Rigid-14-.12 45+500 45+900 400 Rigid~l§. 49+000 49+900 900 Rigid+6-11 49+900 50+400 500 Rigid22 Schedule - D, J. Gald Mill;Ree~'eling

R-7 (Deeg Kaman), 3. Cold Gela mill Fes}'slingas sli)3Hlaleain GlaHse7J et:IAe IRG 12{l2{ll!i allesaliensMix Recycling and inaisalea in sSAeaHle8 at A)3penai)18 I.R-9 (Kheria Mod - UP 3. Cold in Place Rec}:clin2

Border) Cold in Place Recl:cling as QerIRC 120-2015 (Recommended Practice forRecxcling of Bituminous Pavements) at locations indicated in Schedule B atTable B-3

23 Schedule - B, * * * * * * * * * * * * * * * * * *All Roads in Clause As per Manual requirement, a minimum thickness (in 111m)shall be adopted for4.8(Pavement Design) pavement design"* * * * * * * * * * * * * * * * * *

24 Schedule - B, Details of Stretches Proposed for Reconstruction a~ flnible PlwemenlR-2 (Ramgarh-Sikri),Design ChainageAppendix B-1! SI. No. Length (m)

From To1 Q 200 200

.J-~ 200 525 325

;!-1 2175 2400 225

J1 2600 2750 150

4-~ 3950 4100 150

~ 8425 8475 50

&1 8475 27745 Not in Scope due toProposed under

~(PO, ~Lwo...L)

pg.11

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Documents

Addendum No.1 tothe Request for Proposal Dated: PUBLIC ...pwd.rajasthan.gov.in/content/dam/doitassets/Roads... · Design &Pavement 6 Schedule - B, I. Bypasses, R-4 ... 11 70+300 72+750