GOVERNMENT OF INDIA MINISTRY OF ROAD TRANSPORT & HIGHWAYS · /-, J

Transport Bhawan, 1, Parliam~reet, New Delhi --' 110001 ·

~~ . e-mail: cebsr-rth@nic.in

No.RW/NH/34059(i /2009-S&R(B) . Dated: the 12th May, 2011 To · - ·

"M./s· .. l\t1(igeba Bridge Products Pvt. _Ltd., · 45 JhoWtala Road, 3rd FJoor, . . ..

Kolk-atl.a.:700919. · · · ·· ·

Subje~t: . Empa,rtelfuent of inanufacturing finn/~orized suppliers of various types of . , . . - . expansion joints Jor bridges o.n ·National Highways and other Centrally _

Sponsored-~khemes·. ·· · . · . . · .. Sir,

1. Ministry has empanelled suppliers/m~ufaaturers of various types of expansion joints vide letter of even number dated~2nd D.ec¢mber 2010. Detail of empanelment in respect of Mis Mageba Bridge Products Pvt. :Ltd. is as under:

,• . . ·

Category of Type of Joint Name of foreign Sketch of the empanelment · collaboration Joint

(i) (2) (3) (4) Local manufacturer Modular Mis Mageba SA,

. under appropriate Salistrasse 68 8180 license and Bulach, Annexure . . ,

technical Switzerland. collaboration with a foreign principal of ..

repute. 0Local :manufacturer i) .Compression without any · seal technical ii) Single strip

· ·collaborat!on with a seal foreign principal. _,

2 ~ A warranty of trouble free performance, revised interim specifications, validity of empanelment and other terms and conditions are given in this Ministry' s letter referred· in-para (1) above.

Encl: As above.

- q;;:;:;::Y· ··- --~··-·-~·-. ---~-

.(ArunKumar Sharma) Chief Engineer S&R(B )&(BD)

For Director General (Road Development)& SS Copy to: ··· · - -- ~ --·-· _

· .1: . The Chairman, National Highway Authority of India, Dwarak.a, New Delhi . . · 2. '.fhe Director General (Border Roads), New Delhi · -. ~

3. All Chief Engineers of States/Union Territories 4. All Technical Officers of the Ministry 5. All ROs/ELOs

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GOVERNMENT OF !N OI A MINISTRY OF ROAD TRANSPORT & HIGHWAYS

~

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No.RW/NH/3405911 /2009-S&R(B) To

Transport Bhawan. l , Parliament Street, New Delh i - l I 000 l

e-mail : cebsr-rth@n ic. in

Dated: the lih May, 2011

Mis Asphaltic Construction (I) Pvt. Ltd., Mumbai.

Subject: Empanelment of manufacturing firm/authorized suppliers of various types of expansion joints for bridges on National Highways and other Centrally Sponsored Schemes.

Sir,

1. Ministry has empanelled suppliers/manufacturers of vanous types of expansion joints vide letter of even number dated 2nd December 2010. Detail of empanelment in respect of Mis Asphaltic Construction (I) Pvt. Ltd., Mumbai is as under:

Category of Type of Joint Name of foreign Sketch of the empanelment collaboration Joint

(i) (2) (3) (4) Supplier under Asphaltic plug Mis Pismo, U.K appropriate license and technical collaboration with a foreign principal of repute.

2. A warranty of trouble free performance, revised interim specifications, validity of empanelment and other terms and conditions are given in this Ministry's letter referred in para (1) above.

Copy to:

(} ~~urs 1

faithfully,

~twvv (~ma)

Chief Engineer S&R(B )&(BD) For Director General (Road Development)& SS

l. The Chairman, National Highway Authority of India, Dwaraka 2. The Director General (Border Roads), New Delhi 3. All Chief Engineers of States/Union Territories 4. All Technical Officers of the Ministry 5. All ROs/ELOs

ThormaJoint

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ThormaJoint - location detail tor aluminium strip and 3mm

steel plate --Locating pin

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~XISTHiG SURFACING

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{i_ , ::: XPANS!ON JOlt-JT

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ThomlaJoint .Dcck Jointing System

EX IS TING SUR.FACi:~C:-

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GOVERNMENT OF INDIA

• MINISTRY OF ROAD TRANSPORT & HIGHWAYS

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....... ...ct

No.RW/NH/34059/1/2009-S&R(B) To

Transport Bhawan, 1, Parliament Street, New Delhi - 11000 I

e-mal!: cebsr-rth@nic.in

Dated: the lih May, 2011

Mis Deevin Seismic Systems Pvt. Ltd., Plot No.~3, A-2, MCF, Near 6-Ten Shop, Sarai Khawaja, Faridabad-121003.

Subject: Empanelment of manufacturing firm/authorized suppliers of various types of expansion joints for bridges on National Highways and other Centrally Sponsored Schemes.

Sir,

1. Ministry has empanelled suppliers/manufacturers of various types of expansion joints vide letter of even number _dated2°d December 2010. Detail of empanelment in respect of Mis Deevin Seismic Systems Pvt. Ltd. is as under:

Category of Type of Joint Name of foreign Sketch of the empanelment collaboration Joint

_,

(i) (2) (3) (4) Supplier under i) Compression seal Mis D.S. Techstar, appropriate license ii)Single strip seal Inc., 1219 West and technical main Cross Street, collaboration with a Findlay, Ohio, foreign principal of U.S.A. 45840 repute. (Empanelment

valid up to December 2010 as the cooperation agreement with the foreign principal).

2. A warranty of trouble free performance,· revised interim specifications, validity of empanelment and other terms and conditions are given in this Ministry's Jetter referred in para (1) above. ··

--­(Arun Kumar Sharma) Chief Engineer S&R(B )&(BD)

For Director General (Road Development)& SS Copy to: · · --· · · -1. T--he-Ghaimlan,-National.Highway_ At!th.Qri_!Y,_of India, Dwaraka

2. The Director General (Border Roads), New D~iiir -------~------~- -·· 3. All Chief Engineers of States/Union Territories 4. All Technical Officers of the Ministry 5. All ROs/ELOs

DtM~ . TK~~ AR MiG~ ~tcno~ fQR COM~lUN ~tAL l:ArPro1Ul1 JU1111 J : ' ....... • ' ••• •J ...

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TIT1.E G. A. OF COMPRESSION SEAL EXPANSION JOINT

PROJECT EMPANB.MENT :-MORl&H

~ _/ D~EVIN SEISMIC SYSTEMS PVT L TO L~- Pl.Of N0.23, MCF, OLD SHER SHAH SURI ROAD, . SAAM icHUWAJA, FAIUOAl!Al>-121003

. tai· ; 0129-3266JIO · FAX . : 0129-2210015, 2250522

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DRAWING NO.

D'll/MORTa!l/01

DATE

2i/Ol/2009

REV.

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·---\ .· -·~""""""'- "WSllill" STYLE COMPIUOSSION SEAL

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120 BLEEDER HOLE AT 100 C/C

TACK WELD

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l_ X* TO BE ADJUSTED DEPENDING ON THE TYPE

OF THE COMPRESSION SEAL

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SMM SQ. BAR TO THE ENTIRE LENGTH OF THE JOINT i . .

STgEL ANGLE. SEdnON FOR COMPRESSION SEAL EXPANSION JOINT

MATERIAL QUALITY

STEEL GRADE : IS : 2062

CROSS SECTIONAL AREA OF BAR ON EACH SIDE : 1608.80 SQ. MM

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TIT\E I G. A. CF CX>'PRESSl~Si:A..BAINilCNJ)N'T"

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lDE_E'VJN- TECHTAR SECTIONAL & SPLICE DETAIL FOR COMPRESSION,:.SEAL EXPANSION JOINT

ultir:nate resistance of anchorage is more than 600KN/N

NEOPRENE roMPRESSION SEAL

WEARING COURSEf-------300--·---.-

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120 BLEEDER HOLE AT 100 C/C !=i . :•100 <1~.~ (I

iOO MS BAR @250 C/C

I . I ... ' . h. ' . ~ .. ~ . • ; .... , d AN.Gttoo BARS TO BE WELDED • • · . · . ·• - · ; • · · WITH DECK REINFORCEMENT

MAIN DECK REINFORCEMENT SMM SQ. BAR FOR ENTIRE LENG'Tli OF ANG.E

S.ECTIONAL DETAILS FOR COMPRESSION SEAL EXPAN5tON JOINTS

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SPLICING DETAIL

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SHOP WELD

ISA 100 x 100 x12MM. ('NP)

NOTE: 1. All DIMENSIONS ARE IN nvn. UNLESS NITTED OTHERWISE

2. All STEEL SECTION SHALL BE PROTECTED AGAINST '• CORROSION BY ANTICORROSIVE COATING OF THICICNESS . 100 MICRONS.

3. THE EXPANSION JOINT, INCLUDING All COMPONENTS, MAn!UAI., FABRir.ATION SHALL CoNARM TO MORT&H. LmER NO. RW/NH-34059/2(.2001-S&R(B) DT: 11.12.2001.

SPLICE PlATE 150 x 50 x 8 MM

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G:• TO BE ADJUSTED a:PENDING ON lM!' lEMl'fRll.lURE AT me TIME OF INSTAUAlION SUBJECT TO A MINIMUM OPENING OF 4omm!OR SEAL lNSTAUATION ATS£re. · CROSS SECTION

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* GAP TO ADJUSTED DEPENDING ON THE TEMPERETLIRE AT THE TIME OF INSTAUATION

I ~oNCRET_m~ oF THE el.CiCK Our~ J

~ :}.k' ::.· :. :· ·~. tURING OF THE BLoclcOUT &.

iNsf AUATION OFT~ .NEOPRENE SEAL

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FOR COMPRESSION SEAL . EXPANSION JOINT

STEP-1: \ . '

1. BLOCl(OUT/REC£SSES OF THE PROPER OIMEHSION /IS SHwON IN nus DRAWING SHAU. BE PROVIDED JN lHE ~CK SI.Ali AT THE EXPMSION JOINT Loc:Aiioff.

2. THE ANGl.E OF THE COMPRESSION .s~~_sui>Pli~:~ ~lafl:ABRICATEO R>RM IN SEGMENTS . SHAU. BE w~o TO AOilEVE coittINU!TY AT S~;';;~~i '. .

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3. THE NEOPRENE SEAL SHAU. BE SUPPUEO/INsTN..i.fD~iii .~NE CONTINIOUS LENGTH AVOOING .ANY SPUCING/JOJN1S. . . .• ,. '••-r'

4. THE GAP (G) BETWEEN THE ANGl.ES SHAU. BE Ai>.iOSfm WENDING ON THE TEMPERA1URE PREVENT AT THE TIME OF li'fSTAUATION

STEP.,-2: 1. TliE FABRiCATID ANGLE IS PLACED IN THE BLOCKOlit AND CHECKS RlR LEVELS AND ALIGNMENT CARIUED OUT

TO ENSURE lHAf'ftte CENTRAL LINE OF THE E><PAHSION GAP CONODE WITH THE CENTIW. LINE OF1l1E EXPANSION JO!Nr.

2. TllE ANcHOR BARS SHAU. BE SECURED wrrn THE MAiN oEcK REINRJRCED BY WELDING TO ACHIEVE INTEGRITY. TO WaD lliE AAa-ioR BARS Wntt THE DECIC REINRlRcfMENT.

_STEP-3

R.EMOVE OUST OEl!RIS AHO OTttER Loose MATERIAL Flli:JM THE BLOCk-OUT BERlRE CONCRETING

STEP- 4: CONCRETE OF DESIRED MIX SHAU BE POURED INTO THE BlDOtOUT COMPACTED THOUROGHLY TO AVOID HONEY

STEP- 5: Al.low THE coNCRrn TO ~URE IN WATER MINIMUM 14 i:iAvs

STEP- 6: O.EAN lliE GAP BETWEEN ANGLES ANO INSERT THE NEoi>fu:HE SEAL

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·:;:• TO Be ADlL\Sli:O Dl!PEHO!NG Ot; THE TE~ll'EAATURE J AT.TI-IE nME.OfJllSTU.lATIOH suruecrio Alo!OllMUM llPEllltlil Of ~roR_ SEAL IHSTAU.ATION /\.T SITE. . ~\

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NOTE: 1. ALL DIMENSIONS AREIN mm. UNLESS NOTED OTHERWISE 2. AU. STEEL SECTION SH.ALL BE PROTECTED AGAINST

CORROSION BY ANTICORROSIVE COATING OF llilOC:NESS 100 MICRONS.

3. Tttf EXPANSION JOINT, lNClUOING Al.I. COMPONENTS, MATI:RIAL, FABR!CA110N SHAl.L CONFIRM TO MORT&H. LETTER MO. RW/NH-3'1059/212001-S&ll(B) OT: 14.12.2:001 .

TITlf I G. A. OF STRJP SfAl EXPANSIOll lJlllT

PRO:J:CT I H1PMElMENT :-1-IORT&H

,..--.ti._/- DEtVltl SEISMIC SYSTJOMS IVT l TD ~ l\.fnlt-~.~ !-.l•Cf , Q.0':>€r..9Wi9.f!JFO'-t\

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Dt;TAILS OF

STRIP SEAL EXPANSION JOINT

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IDEEWN1·TtCHSTAR EDGE BEAM fORSTru~ StAl CX~AN~ION JOINTS ... _._. ·------. . - -~ ---·-----·--· --~------------------------· -· - ·-· ------------

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oiSTEEL GEADE: ASTM A-36 or A~588

AREA =1607 sq. mm

-- · < < .r L < < l!:.....:L_

80 :., \

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EDGE BEAM FOR STRIP SEAL EXPANSION JOINT . -· -(A3.500 SECTION)

,. Tn\.E I G. A. OF STRIP SEAL EXPAt6tcm 1ni'ff

Pl<OJECT I a..AANEUmrr :+lOlU5H

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w--&. ..#" DEEVJ'N SEl SMIC S\STtH S PVT LTD l''! . .MJ:t;. Tt..._(,,

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P'OR sn--R.J:P S~ t!:>CPANs.:.r:O N 3C>XNT

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Q',ONAL_&;_SPLJCE DETAlL FO~ DEEVJN-TECHSfAJI STRIP SEAL EXPANSION JOINT

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NEOPRENE STRIP SEAL (!SJ) /

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.~ECTIONAL DETAIL OF STRIP SEAL EXPANSION JOINT . - ANOiOR Pl.i\lE: 100 X 100 XU

MAIN DEC!( REINFORCEMENT

G:* TO BE ADJUSTED DEPENDING ON TI-IE TEMPERATURE AT THE TIME OF INSTALLATION SUBJECTlO A MINIMUM OPENING OF 40mmFOR SEAL INSTALLATION AT SITT.

SPLICE PIATE 150 X 50 X 8 MM

NOTE: 1. All DIMENSIONS ARE !ti llllTI. UNLESS NUTED OltlERWlSE

2. AU. STEEL SECTION SHALL BE PROTI:CTED AGAINSf CORROSION BY ANTICORROSIVE COATING OF THIO<NESS 100 MICRONS.

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3. WE EXPAllSION JOlNT, INCLUDING All COMPONENTS, MATERIAL, FABRJCATION SHALL CONARM TO MORlMI. LETTER NO. RW/NIH1059/2/200i-S&R(B) OT: 14.12.2001.

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CROSS SECTION

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