Gujarat Cooperative Milk Marketing Federation Ltd ... - Amul · Gujarat Cooperative Milk Marketing...

Gujarat Cooperative Milk Marketing Federation Ltd, Anand

Amulfed Dairy (Previously known as AmulFed Dairy) Plot No. 35, Nr. Indira Bridge,

Ahmedabad-Gandhinagar Highway Village: Bhat, Dist: Gandhinagar

Gujarat, India-382428

Request for Bid (RFB) for “Design, Supply, Installation and commissioning of Utility bridge. “as per given scope of work “as per given scope of work.

AFD: PUR: ENQ: 2019:54

AMULFED DAIRY ( A Unit of Gujarat Co-operative Milk Marketing Limited )

Plot No. 35, Near Indira Bridge, Ahmedabad-Gandhinagar Highway Village - Bhat, Dist - Gandhinagar - 382428

Phone : +91-79-3969055/56 Fax : +91-79-3969059 We invite sealed bids from eligible bidders for the following works: “Design, Supply, Installation and commissioning of Utility bridge” as per the scope of supply mentioned in the Inquiry”.

Bid Reference AFD: PUR: ENQ: 2019:54

Bid Start Starts from 22.07.2019

Submission Up to 02.00 pm of 27.07.2019

Completion period 1.5 months

Eligibility Criteria 1) Bidder should be having minimum 5 numbers of successful installations of similar nature. 2) The Bidder/Supplier shall have turnover, in each of the last three years, at least Rs. 50 Lac and

must have executed, in the last three years at least one contract of similar nature.

Technical Specification : As per the Annexure-I

Submission of Bid : Bidders fulfilling above eligibility criteria eligible for submission of bids in their name only. 1.1 The bid shall be submitted through hardcopy before above due date is acceptable. 1.2 The Price Break up sheet (in separate sealed Envelope) and technical document shall be

submitted at the office address mentioned below. 1.3 The price Break up sheet should be entitled with reference of “Price Break Up for, “Design,

Supply, Installation and commissioning of Utility bridge”. Rights Reserved by AmulFed Dairy (A unit of GCMMF Ltd).

AmulFed Dairy (A unit of GCMMFLtd), at its sole discretion and without assigning any reason thereof, reserves the right to accept and / or reject the whole or part of any or all the bids received.

Validity :

The offer should be valid for 6 Months from the date of Bid opening. Contact details: For any techno-commercial query you may contact Palak Shah (7359001666), or ([email protected] ) of Purchase department.

Annexure-IV

Price Schedule Form

Summary Sheet

SN Summary Heads Amount

1 2 3

1 Total Ex‐factory, Packed

2 Transportation

3 Insurance

4 GST/Custom Duty

5 Total Supply Price delivered at Site (1+2+3+4)

6 Total Installation & Commissioning with GST

7 Total Bid Price (5+6)

Note: 1 Bid must be submitted strictly as per this pro forma (items break‐up sheet shall

be submitted in hard copy in sealed envelope at office address mentioned in IFB with marking of “DO Not Open Before”).

2 Amount against Sr. No 1 to 3 & 7 must be the total worked out in items break‐up sheet.

3 Please quote charges for transportation (Sr. no 4) and insurance (Sr. no 5) as a percent of ex-factory, packed (Sr. No 1).

4 List of Spares with unit prices, valid for one year, must be submitted. 5 All the bidders have to submit price considering EPCG/MEIS as well as

considering Full custom duty. In all the cases all the responsibility till commissioning of the plant will remain of Bidder/Supplier.

Signature of Authorized Signatory of Bidder/Supplier

CIVIL 15.07.2019 SR NO ITEM NO FOR STRUCTURAL STEEL

NO NOS. LENGTH (MT.) WEIGHT (KG)/MT KG TOTAL KG1 1 ISMC 150 (COLUMN) 2 3 4.75 16.40 467.4

ISMC 150 (BRACKET) 6 1.28 16.40 125.466 2 ISMC 150 (BRACKET) 2 3 2.50 16.40 2466 2 ISMC 150 (BRACKET) 2 3 2.50 16.40 246

2 2 ISMC 100 (PLATEFORM) 1 34.5 9.2 317.43 3 TATA RHS 122x61x4.5 4 18.5 11.88 879.124 4 TATA RHS 96x48x4.0 (HORI) 56 2.075 8.22 955.164

TATA RHS 96x48x4.0 (VERT) 2 22 1.09 8.22 394.2315 1 TATA RHS 66x33x3.6 (BRACING) 1 54.2 4.93 267.206

TATA RHS 66x33x3.6 (DIAGONAL) 2 27 4.93 266.226 7 ISA 40X40X4 18 0.7 2.4 30.24

3948

8 BP BASE PLATE 850X300X16MM THK 3 0.85 0.30 125.60 96.084 969 BP1/SP1 BASE & SHOE PLATE 900X350X 12MM THK 6 0.9 0.35 94.20 178.038 1789 BP1/SP1 BASE & SHOE PLATE 900X350X 12MM THK 6 0.9 0.35 94.20 178.038 178

10 BP2/SP2 BASE & SHOE PLATE 300X350X 12MM THK 8 0.3 0.35 94.20 79.128 7911 BP3 BASE PLATE 600X300X12MM THK 2 0.6 0.30 94.20 33.912 3412 SP3 SHOE PLATE 295X300X12MM THK 4 0.295 0.30 94.20 33.3468 3313 10 mm thk STIFFNER PLATE 60 0.01 78.50 51.81 5214 16 dia bolt 150 long 44 0.15 1.58 10.428 1015 20 dia J bolt 450 long 30 0.45 3.85 51.975 5216 6mm thick plate for column 54 0.6 0.20 47.10 305.208 30517 5mm THK Chequred Plate 0.73 18.50 39.25 530.071 530

Total Kg 5318

WEIGHTKG

TATA RHS MEMBER1 TATA RHS 122X61X4.5 11.88 - 8792 TATA RHS 96X48X4.0 8.22 - 13493 TATA SHS 66X33X3.6 4.93 - 533

CHENNAL & ANGLE SECTION4 ISMC 150 16.4 8395 ISMC 100 9.2 3176 ANGLE 40X40X4 2.4 30

PLATE 7 16 mm thk plate 125.6 - 968 12 mm thk plate 94.2 3249 10 mm thk plate 78.5 52

10 6 mm thk plate 47.1 - 30511 5 mm thk Chequred plate 39.25 530

J BOLT12 20 DIA J BOLT 3.85 - 52

BOLT13 20 DIA PIN 2.47 - 714 16 DIA BOLT 150mm Long 1.58 10

Total Kg 5326

SR NO ITEM

SUMMARY WEIGHT / Mt. AREA (Sq.mt)

C1

F2

C1

F1

C1

F1

900

350

450

450

175175

1800

900

900

150

150

1200150 150600 600

2200

1100

1100

150

150

1500150 150

750 750

5000TO BE CONFORM ON SITE


FOUNDATION PLAN

2200

1100

1100

150

150

1500150 150

750 750

℄ OF COLUMN

℄ OF COLUMN ℄ OF COLUMN ℄ OF COLUMNB

B

A

A

A

A

PEDESTAL350x900

VERTICAL STEEL

8T@150C/CSTIRRUPS

BASE PLATE

11

FOOTING DETAILS COL.-C1/F1

900

SECTION-A.A

22

450

300

300

850X300X16THK

14-12T

25mm. Tk.

10-20 Ø 'J' BOLT

ROAD LVL.AS/SITE CONDITION

450

P.C.C. 1:4:8100

350

UP T

O GO

OD S

OIL M

INI. 2

000

450

100

350

2200 X 15002500 X 1800

F1

150 150

8T@175 C/C

GROUTING

STEEL COLUMN2-ISMC 150

600C

/C(T

YP.)

70060050 50

600X200X6 THIK.PLATE (BOTH SIDE)@ EVERY 600MM C/C (TYP.)

10mm. Tk. STIFFENER PLATE

(6-Nos.)

FULL WELD75

200

25

50

900

350

eq.eq.eq.eq.eq.

eq.

eq.

14-12T

14-12T

+2 LINK

8T@150C/C3-SET STIRRUPS

SECTION-1.1

350

300

eq.

eq.

900850625

10mm. Tk. STIFFENER PLATE(4-Nos.)

PART PLAN COL.-C1PEDESTAL TOP LVL.

SECTION-2.2

PEDESTAL600x600

850X300X16 THIK.BASE PLATE

℄ O

F CO

LUM

N

℄ OF COLUMN

300

eq.

eq.

85050

PLAN OF BASE PLATE

850X300X16 THIK.BASE PLATE

eq.eq.eq.eq.50 750

200

5050

10-22 Ø HOLE FOR20 Ø 'J' BOLT

100

450

120

120

20 Ø PIN100 LONG

DATE

PRJCT. CODE

CHCKD. BY

SCALE

DWG NO.DEALT

S-01-01

Chetan

Nirav

09.07.2019

N.T.S

1922PROJECT NAME:

NAME OF BUILDING:

PIPE BRIDGE (NEAR COMBI BLOCK)

TITLE:NOTES:-* ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SPECIFIED.* ALL DRAWINGS ARE TO BE READ, NOT TO BE SCALED.

AMULFED DAIRY

T O R A R C HA R C H I T E C T S

TOR RCHA R C H I T E C T S

ENGINEERS & CONSULTANTST O R S I O N

AMULFED DAIRY( A UNIT OF GUJARAT CO-OPERATIVE MILK MARKETING FEDERATION LTD.)

Plot No. - 35, Village:-Bhat, Near Indira Bridge, Ahmedabad - Gandhinagar Highway

District - Gandhinagar. 382 428Phone : 079-23969055-58. Fax :-079-23969059

DATEREV. NO.REVISION DETAILS :

DESCRIPTION

GOOD FOR CONSTRUCTION

DATE :- 15.07.2019

FOUNDATION PLAN & SECTION DETAILS.

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PRO

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S\19

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ESS

BLDG

* FOOTING CONCRETE MIX M:25

* ALL REINFORCEMENT SHALL BE Fe500 GRADE TMT BARS ONLY.

* PEDESTAL COLUMN CONCRETE MIX. M:25

8T@150C/CSTIRRUPS

BASE PLATE

FOOTING DETAILS COL.-C1/F2SECTION-B.B

22

300

850X300X16THK

25mm. Tk.

10-20 Ø 'J' BOLT


450

P.C.C. 1:4:8100

350

450

100

350

1800 X 12002100 X 1500

F2

150 150

GROUTING

STEEL COLUMN2-ISMC 150

600C

/C(T

YP.)

70060050 50

10mm. Tk. STIFFENER PLATE

(6-Nos.)

FULL WELD75

200

25

50PEDESTAL350x900

VERTICAL STEEL11

900

450

300

14-12T

UP T

O GO

OD S

OIL M

INI. 2

000

10T@175 C/CBOTH WAY

BOTH WAY8T@175 C/C

10T@175 C/CBOTH WAY

BOTH WAY

FULL WELDED

* ALL WELDING SHALL BE 6MM. THICK FILLET WELD.

600X200X6 THIK.PLATE (BOTH SIDE)@ EVERY 600MM C/C (TYP.)FULL WELDED

PIPE BRIDGE LOAD 1000 kg/m.

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303 , SUPATH APPARTMENT

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CONTACT: 9824312565 / 079-30025242

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NAVRANGPURA , AHMEDABAD-380009

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OPP. RASRANJAN , VIJAY CHAR RASTA,

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e-mail: [email protected]

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CONTACT: 079-26464361/079-40090646

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COLUMN-C1 & C2 FRONT ELEVATIONSECTION-A.A


5270

1200

600

600

150

900

900

300

600

600 C

/C(T

YP.)

330

2100

700

750 RAILING

2500

6

11

33

2

33

44

4

4

4

11

RCC PEDESTAL

9696

96

4848

150

150

150

100

45°

2

600

600

2100

700

750 RAILING

33

2

33

44

4

4

4

96

96

96

4848

100 2

2161

PB1 & PB2

SECTION-C.C

350

90040 40

4040

270

eq. eq. eq. eq.

10∅ HOLE FOR16∅ BOLT

900x350x12MM. THK.BASE PLATE BP1

BASE PLATE BP1

350

90040 40

4040

270

eq. eq. eq. eq.


900x350x12MM. THK.SHOE PLATE SP1

SHOE PLATE SP1

FULL WELDED

10MM. THK.STIFFENER PLATE(6-Nos.)

100

200

25

50

FULL WELD

DATE

PRJCT. CODE

CHCKD. BY

SCALE

DWG NO.DEALT

S-01-01

Chetan

Nirav

10.07.2019

N.T.S

1922PROJECT NAME:

NAME OF BUILDING:



AMULFED DAIRY








DESCRIPTION


DATE :- 15.07.2019

PIPE BRIDGE SIDE ELEVATION & DETAIL.

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PRO

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350

900

4040

40 40270

eq.

eq.

eq.

eq.


SECTION-B.B

6

3

3

300

5050

200

60050 50

2100

125 125 125 125



300

5050

200

60050 50125 125 125 125




350

900

4040

40 40270

eq.

eq.

eq.

eq.

300

5050

200

6


3

3

300

5050

200

2100

10MM.(GAP)

10MM.(GAP)

SHOE PLATE SP3

300

5050

200

29550 50125 120 120 125


295x300x12MM. THK.SHOE PLATE SP3

℄ M

EMBE

R/PL

ATE

10MM.GAP

295


115

122

25

25

FULL WELD

BASE PLATE BP3

300

5050

200

60050 50125 125 125 125



℄ M

EMBE

R/PL

ATE

10MM.GAP

5270

300

600 C

/C(T

YP.)

1

RCC PEDESTAL

600


ROAD LVL.AS/SITE CONDITION 30

060

0 C/C

(TYP

.)

1

RCC PEDESTAL

600


ROAD LVL.AS/SITE CONDITION 30

060

0 C/C

(TYP

.)

1

RCC PEDESTAL

600


1322

600

600

1200

800 1000 1000 1000 1000 800 120 860 860 1000 1000 1000 1000 1000 1000 1000 1000 860 860 625.5 625.548

12770570310 GAP



708

33

33

4 4 4 444

444 4 4

444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

444444444444444444444 4

4

555

6466

66

96

122

122

PIPE BRIDGE (PB1 & PB2) SIDE ELEVATION

A

A

A

A

A

A

5270

5270

BB

5 5 5 5 5 5 5 5

2500

COMB

I BLO

CK

EXIS

TING

PIP

E BR

IDGE

DD

5 5 5 55 5 5 5 5

C

C

DD

C

C



35050 50250



SECTION-D.D


35050 50250

115

122

25

25

FULL WELD

300

5050

200

35050 50250

100125 125

℄ M

EMBE

R/PL

ATE



BASE PLATE BP2

300

5050

200

35050 50250

100125 125

℄ M

EMBE

R/PL

ATE




SHOE PLATE SP2

SCHEDULE OF MEMBERNo. MEMBER SIZE WEIGHT kg/m

ISMC 1501

3

12mm. TK. PLATE

TATA RHS 122x61x4.5TATA RHS 96x48x44

2 ISMC 100

TATA RHS 66x33x3.656 2-ISMC 150 BOX

YST GRADE250250310310310250

11.88 8.22 4.93

16.4

2 x 16.4

9.2

7 ISA 40x40x4 250 2.4

PIPE BRIDGE LOAD 1000 kg/m.PIPE BRIDGE LOAD 1000 kg/m.

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CONTACT: 9824312565 / 079-30025242

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CONTACT: 079-26464361/079-40090646

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PIPE BRIDGE BOTTOM (PB1 & PB2) PLAN

800 1000 1000 1000 100048

1800 2000 1800 120 1720 2000 2000 2000 2000 1720 1275

800 120 860 860 1000 1000 1000 1000 1000 1000 1000 1000 860 860 625.5

1277010 GAP.

5703

33

33

4 4 444

4 4 44 4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4 4 4 4 4 4 4 4 44

5 5

5

5 5

5

5 5

5

5 5

5

5 5

5

4

4

625.5

222

2 22

2100

731

2161

700

1050

1050

PB1PB2



PIPE BRIDGE TOP (PB1 & PB2) PLAN

800 1000 1000 1000 100048

1800 2000 1800 1720 2000 2000 2000 2000 1720 1275

800 120 860 860 1000 1000 1000 1000 1000 1000 1000 1000 860 860 625

1277010 GAP.

5703

33

33

4 4 444

4 4 44 4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4 4 4 4 4 4 4 4 4444

4

4

625

2100

2161

1050

1050

PB1PB2

4 4 4 4 4 4 4 4 4 4

SCHEDULE OF MEMBERNo. MEMBER SIZE WEIGHT kg/m

ISMC 1501

3

12mm. TK. PLATE

TATA RHS 122x61x4.5TATA RHS 96x48x44

2 ISMC 100

TATA RHS 66x33x3.65

C

C

C

C

C

C

C

C

DATE

PRJCT. CODE

CHCKD. BY

SCALE

DWG NO.DEALT

S-01-02

Chetan

Nirav

10.07.2019

N.T.S

1922PROJECT NAME:

NAME OF BUILDING:



AMULFED DAIRY








DESCRIPTION


DATE :- 15.07.2019

PIPE BRIDGE TOP & BOTTOM PLAN

\\NAS

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2019

PRO

JECT

S\19

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SS B

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AND

REFR

IGRA

TION

\3_ST

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DRAW

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2.PRE

PROC

ESS

BLDG



3348

61

61

61

61

48

6 2-ISMC 150 BOX

YST GRADE250250310310310250

11.88 8.22 4.93

16.4

2 x 16.4

4

4

4

4

44

222222222222222222

2222222222222222 2

5 5

5

5 5

5

5 5

5

5 5

5

7 7 7 7 7 7 7 7 7 7 7 7 7 77 7 7 7

5MM. THICK CHEQUERED PLATE ABOVE5MM. THICK CHEQUERED PLATE ABOVE

400 400 500 500C/C(TYP.)

400 400 430430 430 430 430 430 430 430

9.2

7 ISA 40x40x4 250 2.4

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CONTACT: 9824312565 / 079-30025242

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CONTACT: 079-26464361/079-40090646

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Gujarat Cooperative Milk Marketing Federation Ltd ... - Amul · Gujarat Cooperative Milk Marketing...

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Transcript of Gujarat Cooperative Milk Marketing Federation Ltd ... - Amul · Gujarat Cooperative Milk Marketing...