gujarat cooperative milk marketing federation ltd ... - amul · gujarat cooperative milk marketing...
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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
11500TO 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.
\\NAS
\data\
2019
PRO
JECT
S\19
22_A
MULF
EED
DAIR
Y _P
RE P
ROCE
SS B
UILD
ING
AND
REFR
IGRA
TION
\3_ST
RUCT
URE
DRAW
ING\
2.PRE
PROC
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
ROAD LVL.AS/SITE CONDITION
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.
COLUMN-C1 & C2 FRONT ELEVATIONSECTION-A.A
ROAD LVL.AS/SITE CONDITION
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.
10∅ HOLE FOR16∅ BOLT
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:
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
PIPE BRIDGE SIDE ELEVATION & DETAIL.
\\NAS
\data\
2019
PRO
JECT
S\19
22_A
MULF
EED
DAIR
Y _P
RE P
ROCE
SS B
UILD
ING
AND
REFR
IGRA
TION
\3_ST
RUCT
URE
DRAW
ING\
2.PRE
PROC
ESS
BLDG
* ALL REINFORCEMENT SHALL BE Fe500 GRADE TMT BARS ONLY.
* ALL WELDING SHALL BE 6MM. THICK FILLET WELD.
350
900
4040
40 40270
eq.
eq.
eq.
eq.
18∅ HOLE FOR16∅ BOLT
SECTION-B.B
6
3
3
300
5050
200
60050 50
2100
125 125 125 125
18∅ HOLE FOR16∅ BOLT
600x300x12MM. THK.BASE PLATE BP3
300
5050
200
60050 50125 125 125 125
900x350x12MM. THK.BASE PLATE BP1
600x300x12MM. THK.BASE PLATE BP3
18∅ HOLE FOR16∅ BOLT
350
900
4040
40 40270
eq.
eq.
eq.
eq.
300
5050
200
6
300x350x12MM. THK.BASE PLATE BP2
3
3
300
5050
200
2100
10MM.(GAP)
10MM.(GAP)
SHOE PLATE SP3
300
5050
200
29550 50125 120 120 125
18∅ HOLE FOR16∅ BOLT
295x300x12MM. THK.SHOE PLATE SP3
℄ M
EMBE
R/PL
ATE
10MM.GAP
295
10MM. THK.STIFFENER PLATE(8-Nos.)
115
122
25
25
FULL WELD
BASE PLATE BP3
300
5050
200
60050 50125 125 125 125
18∅ HOLE FOR16∅ BOLT
600x300x12MM. THK.BASE PLATE BP3
℄ M
EMBE
R/PL
ATE
10MM.GAP
5270
300
600 C
/C(T
YP.)
1
RCC PEDESTAL
600
600X200X6 THIK.PLATE (BOTH SIDE)@ EVERY 600MM C/C (TYP.)FULL WELDED
ROAD LVL.AS/SITE CONDITION 30
060
0 C/C
(TYP
.)
1
RCC PEDESTAL
600
600X200X6 THIK.PLATE (BOTH SIDE)@ EVERY 600MM C/C (TYP.)FULL WELDED
ROAD LVL.AS/SITE CONDITION 30
060
0 C/C
(TYP
.)
1
RCC PEDESTAL
600
600X200X6 THIK.PLATE (BOTH SIDE)@ EVERY 600MM C/C (TYP.)FULL WELDED
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
127511500TO BE CONFORM ON SITE
5000TO BE CONFORM ON SITE
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
18∅ HOLE FOR16∅ BOLT
900x350x12MM. THK.BASE PLATE BP1
35050 50250
18∅ HOLE FOR16∅ BOLT
300x350x12MM. THK.BASE PLATE BP2
SECTION-D.D
18∅ HOLE FOR16∅ BOLT
35050 50250
115
122
25
25
FULL WELD
300
5050
200
35050 50250
100125 125
℄ M
EMBE
R/PL
ATE
18∅ HOLE FOR16∅ BOLT
300x350x12MM. THK.BASE PLATE BP2
BASE PLATE BP2
300
5050
200
35050 50250
100125 125
℄ M
EMBE
R/PL
ATE
18∅ HOLE FOR16∅ BOLT
300x350x12MM. THK.BASE PLATE BP2
10MM. THK.STIFFENER PLATE(4-Nos.)
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.
5000TO BE CONFORM ON SITE
11500TO BE CONFORM ON SITE
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
5000TO BE CONFORM ON SITE
11500TO BE CONFORM ON SITE
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:
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
PIPE BRIDGE TOP & BOTTOM PLAN
\\NAS
\data\
2019
PRO
JECT
S\19
22_A
MULF
EED
DAIR
Y _P
RE P
ROCE
SS B
UILD
ING
AND
REFR
IGRA
TION
\3_ST
RUCT
URE
DRAW
ING\
2.PRE
PROC
ESS
BLDG
* ALL REINFORCEMENT SHALL BE Fe500 GRADE TMT BARS ONLY.
* ALL WELDING SHALL BE 6MM. THICK FILLET WELD.
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