PUBLICWORKSDEPARTMENT ADDENDUMNO.1TO THE REQUEST ... · Addendum No.2tothe Request forProposal The following is the modification to the RFP for RSHIP Package-03:Development and Maintenance

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Addendum No.2 to theRequest for Proposal

Date: 20.09.2016

PUBLIC WORKS DEPARTMENTGOVERNMENT OF RAJASTHAN

ADDENDUMNO.1TO THE

REQUEST FOR PROPOSALS (RFP)

for

RSHIP Package-3: Development and Maintenance of Peelibanga -Lakhuwali section of MDR-I03, Sardarshahar - Loonkaransar section ofSH-6 A, Churu - Bhaleri section of SH··69,Sanju - Tarnau section of SH-60, Roopangarh-Naraina section of SH-IOO and Nagaur - TarnauDeedwana-Mukundgarh section of SH·-8,19,60,82-A& 83 under Design,Build, Finance, Operate/Maintain and Transfer on Annuity Mode.

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The following is the modification to the RFP for RSHIP Package-03:Development and Maintenance of Peelibanga -Lakhuwali, Sardarshahar - Loonkaransar section of SH-6A, Churu - Bhaleri section of SH-69, Sanju - Tarnau section ofSH-60, Ro030pangarh-Naraina section of SH-100 and Nagaur - Tarnau -Deedwana-Mukundgarh section of SH-8, 19,60,82-A,83 under Design, Build, Operate and Transfer on Annuity Mode .. The deletions from the earlier text of the RFP are indicated as strikethroughs and additions are underlined.

S. Clause No Addendum in RFPNoHighway: 1 (Peelibanga Lakhuwali)I (a) Clause.

No. 4.3Table B-2 , ~IIOW

(SI.No.12)and Clause

l»I 7000 ~No.4. 1 ~

_ !>W.DEII~l' _!itClU\DI:R

Appendix t ~l.~B-1 (P&P .. (ltS'rwc~Y

and Typical ' . , , ,~~,,,.., ..-

X-section[(it .)ffAW ',.0 i If

7_T'IsOj(' , 0'

Sl. No.26) ... ",1".,• ..~ -of schedule '", ....,.,.JB I)Coeu

(b) Clause......

~"1 t'ifiilSS S~!>J9".IW)£

No. 4.5Appendix ECCENTRIC WIDENING RIGHT SlOEB-III (Cl. TCS2

No.2) and As per RFPClauseNo.4. 1Appendix PROPOSED ROW

B-1 (P&P I- -, -YAAIIIIlE ..... .. ·+UNUNED ..,· . YAAIIIIlE f' 2500 . ./ 7000 2500 VARIABlE UNUNED VARIABlEORIJN PROPOSEDCARRIAGEWAY ORIJN

and Typical ""J), .~~!'\,J:..!;olI', i ;'~ .;';t ~~

X- sectionSL No.17) ; ..... ;';' -r r- ~

.E_::_*o~,of Schedule ;/f~:::: ~. H

B ,.,.L- i, ~IIG

(Highway- _IMY5~

I) (c) 6~

Clause. No. tiN

4.4AppendixB-II (SI. 2 LANE WIDENING & STRENGTHING WITH BETUMINOUS COURSE (OBM & SC)

No.2) andTCS- 2

Clause RevisedNo.4.5AppendixB-III (CL.

RSHIP Package-3


No.2) ofSchedule B(HighwayI)(d)ScheduleB,AppendixB-1, TypicalCrosssections andapplication(Page-121-123)

'''_

3

I

- ....,I

\ \HO

EXISTING CAMlAG[WAy]:;% 2.5~

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ECCENTRIC WIDENING LEFT SIDETCS3

As perRFP

UIlJ"ED .. VARIAIllEORAlH

1500 .' vARIABLE ' UNLINEDIlRI<N

1500~'l:A!<j;:I,4P.';'f..'J_CU

TYPICALCROSSSECTIONFORNEWCONSTRUCTION& REALIGNMENTTCS- 3

Revised

RSHIP Package-3

, ' , '

Addendum No.2 to theRequest for Proposal 4

r~"- VAAIIIII£ --" ..,f UNUNED+ VAAIIIII£ ··f

, OltON 2500"· " ... 2500·· J VoIRIA8l£ ! UNUNEDfOltON

G";"IIJ_.IrR991-P

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2 LANE WIDENING& STRENGTHINGWITH BETUMINOUSCOURSE (OBM& BC)TCS~

As per RFP

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I1500

PAViDSHOULDER

1500

,"AliI"SHOJLDER

/oooOk'~"LiAr)' (ONeRE nCRANULAR SUB BAsr

TYPICAL CROSS SECTION FORWIDENING & STRENGTHENINGTCS- 4

Revised

7000PlIOI'OSEIl CAARllaWA' zsoo

C~A~~If,q'jrt:)'._Dt'l

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TYPICAL CROSS SECTION FOR NEW CONSTRUCTION & REALIGNMENTTCS-5

As per RFP

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, ,


1500 7000PROPOSED CARRIAGEWAY

.( 1500PAVED

~HOl)lDERPAvllJ

2.0%

PAVflifNT OUAUTYCONCRnrDRY LEAN CONCRETECRANULAR SuB BASE

TYPICAL CROSS·SECTION WIDENING & RECONSTRUCTION WITH PQC OVER EXISTING FLEXIBlE PAVEMENT

TCS-51 Revised

MINiMUM. '0001 I~OO

P"VEDSt~OVlD£R

7000PROPOSED CARRIAGEWAY

MINIMUM1500)000,1500

PA,/!'D$i40UlDER

PllvrMINiORY'iIAN(;PA.\I'_:i_A'"

TYPICAL CROSS SECTION FOR WIDENINGTCS-o

As perRFPPROPOSED ROW

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f-· 2500-- f· VAR~ I UNUNEDCIlAIN

VARLIBIi - -j'-UNUNEDI-VARWllE -f--2500-,fDRAIN

VARIABLE

G~,I,\f.;lA~S>lijU,DHI

}_,n ljf;

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TYPICALCROSS·SECTlON·WIDENING TO 2·LANE & STRENGTHENING OF EXISTING INTERMEDIATELANEWITH WMM, qBM & BC

TCS·6 1 Revised

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wT I'


PROPOS£{) ROW

UNLINED '~_,.. VARIABLE"""_,{. ___n., 2500 '" ---)' 7000 2500 -, "'f vARlABLE UNUN(D VARiABlEOAAl. PROPosrD CARRIAGEWAY OR.<JN

.}.ax .;. 't: 2.,,!. J.0t./",j·t- ... ..

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TYPICAL CROSS-SECTION-WIDENING TO 2-LANE & RAISING OF EXISTING INTERMEDIATE LANE

TCS-7 I Additional IAppendix B-1

Alignment Plan, Longitudinal profile and Typical Cross Section (TCS) includingBypasses are given in CD.

Typical Cross - sections andApplication

DesignS.No Chainaze (km) Type ofTCS to

From To Length (m) be adopted

1 0+000 4+150 4150 TCS-6

2 4+150 6+000 1850 TCS-2

3 6+000 6+300 300 TCS-l

4 6+300 9+250 2950 TCS-2

5 9+250 9+450 200 Toll Plaza

6 9+450 10+340 890 TCS-2

7 10+340 10+600 260 TCS-l

8 10+600 12+100 1500 TCS-2

9 12+100 12+400 300 TCS-l

10 12+400 12+900 500 TCS-2

11 12+900 13+500 600 TCS-l

12 13+500 14+600 1100 TCS-2

13 14+600 15+500 900 TCS-l

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B-III (CL. I 9+250 9+450 0.200No.2 ) ofSchedule B ;?; 19=1=4(:)(:) 1 9=1=+1 § ~(Highway- J2 33+575 33+675 0.100I) (Page-

41 33+975 0.100123) 34+0753 Article 4.8 Table B-3 Type of Pavement

Table B-3(Page-116) S. Design Chainage(km) Length of

section Type of PavementNo. From To (km)

1 22+140 22+415 275 Rigid

~~=I=6+§ ~H9f§ JOO2

33+575 34+075Rigid

500

Highway-2: Sardarshahar-Loonkaransar

I Schedule Table B-3 Type of PavementB,4.8Type of Length ofPavement S. No. Design Chainage section(Page-I 42)

(km) (km)

From To Type of Pavement

1 8.1 8.45 0.35 Rigid

2 17.6 18 0.4 Rigid

3 22.55 23.275 0.725 Rigid

4 30.35 30.6 0.25 Rigid

5 55.65 56.45 0.8 Rigid

4;?;.n§ ~

6 42.750 43.050 0.300 Rigid

7 74.5 75.8 1.3 Rigid

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Addendum No.2 to the 13Request for Proposal

67.850 67.960 0.110 TCS-V67.960 68.220 0.260 TCS-VIII68.220 69.760 1.540 TCS~V69.760 69.920 0.160 TCS-VIII69.920 70.170 0.250 TCS-V70.170 70.300 0.130 TCS-VIII70.300 74.500 4.200 TCS-V

21 74.500 75.800 1.300 TCS-VI

(CARRIAGEIWAY)3.5,'5.50.7: J.75

SHOULDER SHOULDER

Highway-3: Churu-Bhaleri

TCS-VII RAISEDEMBANKMENT (Additional

Schedule B,4.8. Type ofPavement(page-170)

(CARRIAGE IWAY)

TCS-VIIITWO bANERAISEDEMBANKMENT (Additional

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S. Design Chainage(lan)

Length ofsection Type of Pavement

No.

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Additional Cross-sections- Churu-Bhaleri Project Highway

1500 7500 12bo 7500 1500I

IAN I SHOULOERSHOULDER CARRIAGE WAY M CARRIAGE WAYBT ROAD CC ROAD

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Highway-5: Roopangarh- Naraina

ScheduleB, Clause4.1,AppendixB-1, CrossSectionSchedulePage-230

, 1000 PROPOSEO ROW 100!)

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TCS..2 [ (Additional )

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3 Schedule Appendix B-XB, Details of New Minor Bridges and RehabilitationlRepair/Widening Scheme forAppendix Existing Minor BridgesB-X 1. NewlReconstruction of Minor Bridges on Main Carriageway1.New IReconstruc Totaltion of Side

Minor S. Name Design Width Linear iUtilities tcof (LHSIRH of Waterway be RemarksBridges on No. Chainage S CarriedMain Bridge (km) Structur (m)

carriagewa IBoth) e (m)y(Page-240) 29.050 New

1 - Both 12 18.0 Yes Construction29.505--.

4 Schedule Al2l2endixB-XB, Details of New Minor Bridges and RehabilitationIRel2air/Widening Scheme for ExistingAppendix Minor BridgesB-X 4. RehabilitationIRel2air Minor Bridges4.Rehabilita SidetionfRepai s, Name of Design Chainage (km) (LHS/RHS/B Rehabilitatior Details of

r of Minor No. Bridge oth) Rel2airBridges To be(Page-241) 1 - 33.538 BOTH Yes- rel2air

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5 2. New RUBs to be constructed: Concessionaire is not required to construct RUB,however following RUB is proposed to be constructed by DFCC India ltd.

S. Location Design Chainage (km) Skew Angle Horizontal RemarksNo. Clearance

1 ~araina LC- ~ ~ - 4.-§.Gm TVU-38047-8 6/2014 on

0.500 2x4.50m LC-8 RUB

6 Schedule B, Appendix B-IIAppendix B-I, Typical

Details of Stretches Proposed for ReconstructionCross-sections and Design Chainage (km)application S. No. Length (km)(Page-23I ) From To

1 0.000 0.400 0.400

2 0.500 1.160 0.660

3 1.540 2.200 0.660

4 2.520 4.600 2.080

5 4.800 5.180 0.380

6 5.260 5.450 0.190

7 5.860 7.040 1.180

8 7.060 7.300 0.240

9 7.360 7.620 0.260

10 7.980 8.780 0.800

11 12.030 12.230 0.200

12 13.720 14.585 0.865

H ~ ~ MOOHighway-6: Nagaur- Tarnau-Deedwana-Mukundgarh

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1 Clause 2(a) (b) for Tarnau-Deedwana-Laxmangarh-Mukundgarh Section :-(b) Table C-1 SI.No.2 of TableC-J Location a/Toll PlazaSchedule C S. No. Existing Chainage (Km) Design Chainage (km)(Highway-6)

1 131.080 of SH-60 63.500

2 175.600 177.360ofSH-60 107.600

3 ~ 9.715 ofMDR-2/SH-&M83 16~.375 162.370

4 14.585 of MMGSY Road/SH-82A 191.500

2. Schedule B, Type of pavement shall be provided as per Section 5 of the Manual. However, in the4.8 Type of sections given in Table B-3 the type of pavement shall be as specified therein.Pavement

Table B-3 Type of Pavement

S. No. Design Chainage (km) Type of PavementLengthofsection

From To (km)1 50.2 51.7 1.5 Rigid2 W- 6-h5- -h5- Rigid

60.200 60.800 0.6003 ~ ~ Rigid

72.200 72.500 0.3004 83.1 83.6 0.5 Rigid5 ~ 8-7:# Rigid

87.200 87.300 0.16 102 102.2 0.2 Rigid7 104.45 104.85 0.4 Rigid8 ~ ~ Rigid

110.250 110.35 0.1009 +-W:-9- ~ ~ Rigid

111.000 111.100 0.10010 15~.41 15~.65 Rigid

152.500 152.740 0.2411 155.43 156.43 Rigid

155.500 156.500 112 169.98 ~ M- Rigid

170.050 170.650 0.60013 179.57 +-79;-6-7 Q,..]. Rigid

180.900 181.300 0.40014 ~ +8J.:7-7 ~ Rigid

183.550 183.750 0.20015 +8941_ 190.~7 + Rigid

189.380 190.300 0.92016 .J-9.947 ~ ~ Rigid

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Schedule B,Appendix BXII, DetailsofROBs/RUBs

i)

Details of Service Road/Slip Road

Service Road/Slip Road

Appendix B-IV

(b) Tamau-(b)Tamau-Deedwana-Laxmangarh-Mukundgarh Section:-

Design Chainage(kro) Length

CarriagewayWidth (rn) Side

From To

1:;t~+§§9 1:;t6+299 6Wm- 5.50 Both175+480 176+270 790 m

Deedwana- S.Laxmangarh- Nc-J----------,---'---------'--jMukundgarhSection 1---+-----+----+----+------!--------------1

(Pg.268, 1289,259 &260)

E. New ROBs to be constructed(b) Tamau-Deedwana-Laxmangarh-Mukundgarh Section:-

SNam Total

WidthDesig e of RoW Ske Lengt

ofStair

NLocatio n Cross of w h of Struct

Case/ Remarksn Chain ing Rail Ang Struct Footpath!

0 LC Ieure VUPage ways ure (m)

(kro) No. (m)

Between

On Rly.I Laxma 175.8 Km.- so - 6-5G 12.90 No LC

Yesngarh 75 29/50 u 10° 790 0 hereBypass o to

29/600

Details of ROBslRUBsAppendix B-XII

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PUBLICWORKSDEPARTMENT ADDENDUMNO.1TO THE REQUEST ... · Addendum No.2tothe Request forProposal The following is the modification to the RFP for RSHIP Package-03:Development and Maintenance