Railways Government Departments Closing in 0 days TDR #29060769

Supply Of Double Legged Wire Rope Sling Of Capacity 08 Tons Confirming To Is 2762 Of 2009 ( Test Certificate From Government Approved Competent Authority To Be Submitted With Material. ) Specification ( 1 ) Main O Ring At Top Having Thickness Of 50 M

Issued by Government Departments · , Maharashtra
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Sep 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
→ Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Supply Of Double Legged Wire Rope Sling Of Capacity 08 Tons Confirming To Is 2762 Of 2009 ( Test Certificate From Government Approved Competent Authority To Be Submitted With Material. ) Specification ( 1 ) Main O Ring At Top Having Thickness Of 50 Mm And Inner Dia Of 250 Mm. ( 2 ) Hook With Thimble At Other End. ( 3 ) Mechanical Splicing Confirming To Is 5245 [ Part Ii ] Of 2013 Using Al Alloy Ferrules. ( 4 ) Thimbles Confirming To Is 2315 Of 1978. ( 5 ) Ferrules Confirming To Is 10942 Of 2002. ( 6 ) Eye Hook Confirming To Is 2759 Of 1969. ( 7 ) Wire Rope Confirming To Is 2266 Of 2002, Made From Wire Rope Of 24 Mm Dia , 6 X 36 [ 14 Minus 7 Plus 7 Minus1 ] Construction, Steel Core [ Irwc ] , Right Hand Ordinary Lay, Finish Ungalvanized, Tensile Designation 1770 N / Sq.Mm. ( 8 ) Minimum Breaking Load 530 Kn. ( 9 ) Effective Length 4.30 Mtrsdouble Legged Wire Rope Sling Of Capacity 08 Tons Confirming To Is 2762 Of 2009 ( Test Certificate From Government Approved Competent Authority To Be Submitted With Material. ) Specification ( 1 ) Main O Ring At Top Having Thickness Of 50 Mm And Inner Dia Of 250 Mm. ( 2 ) Hook With Thimble At Other End. ( 3 ) Mechanical Splicing Confirming To Is 5245 [ Part Ii ] Of 2013 Using Al Alloy Ferrules. ( 4 ) Thimbles Confirming To Is 2315 Of 1978. ( 5 ) Ferrules Confirming To Is 10942 Of 2002. ( 6 ) Eye Hook Confirming To Is 2759 Of 1969. ( 7 ) Wire Rope Confirming To Is 2266 Of 2002, Made From Wire Rope Of 24 Mm Dia , 6 X 36 [ 14 Minus 7 Plus 7 Minus1 ] Construction, Steel Core [ Irwc ] , Right Hand Ordinary Lay, Finish Ungalvanized, Tensile Designation 1770 N / Sq.Mm. ( 8 ) Minimum Breaking Load 530 Kn. ( 9 ) Effective Length 4.30 Mtrs, Double Legged Wire Rope Sling Of Capacity 08 Tons Confirming To Is 2762 Of 2009 ( Test Certificate From Government Approved Competent Authority To Be Submitted With Material. ) Specification ( 1 ) Main O Ring At Top Having Thickness Of 50 Mm And Inner Dia Of 250 Mm. ( 2 ) Hook With Thimble At Other End. ( 3 ) Mechanical Splicing Confirming To Is 5245 [ Part Ii ] Of 2013 Using Al Alloy Ferrules. ( 4 ) Thimbles Confirming To Is 2315 Of 1978. ( 5 ) Ferrules Confirming To Is 10942 Of 2002. ( 6 ) Eye Hook Confirming To Is 2759 Of 1969. ( 7 ) Wire Rope Confirming To Is 2266 Of 2002, Made From Wire Rope Of 24 Mm Dia , 6 X 36 [ 14 Minus 7 Plus 7 Minus1 ] Construction, Steel Core [ Irwc ] , Right Hand Ordinary Lay, Finish Ungalvanized, Tensile Designation 1770 N / Sq.Mm. ( 8 ) Minimum Breaking Load 530 Kn. ( 9 ) Effective Length 4.30 Mtrs

BOQ

Sl. No. Item Description
1Double legged wire rope sling of capacity 08 Tons confirming to IS 2762 of 2009 ( Test certificate from Government approved competent authority to be submitted with material.) Specification (1) Main O ring at top having thickness of 50 mm and inner dia of 250 mm. (2) Hook with thimble at other end.(3) Mechanical splicing confirming to IS 5245 [Part II] of 2013 using Al alloy ferrules.(4) Thimbles confirming to IS 2315 of 1978. (5) Ferrules confirming to IS 10942 of 2002. (6) Eye hook confirming to IS 2759 of 1969. (7) Wire rope confirming to IS 2266 of 2002,Made from wire rope of 24 mm dia , 6 x 36 [ 14 minus 7 plus 7 minus1] construction,steel core [IRWC], right hand ordinary lay,finish ungalvanized,Tensile designation 1770 N/sq.mm.(8) Minimum breaking load 530 kN. (9) Effective length 4.30 mtrs
2Double legged wire rope sling of capacity 08 Tons confirming to IS 2762 of 2009 ( Test certificatefrom Government approved competent authority to be submitted with material.) Specification (1) Main O ring attop having thickness of 50 mm and inner dia of 250 mm. (2) Hook with thimble at other end.(3) Mechanicalsplicing confirming to IS 5245 [Part II] of 2013 using Al alloy ferrules.(4) Thimbles confirming to IS 2315 of 1978.(5) Ferrules confirming to IS 10942 of 2002. (6) Eye hook confirming to IS 2759 of 1969. (7) Wire rope confirmingto IS 2266 of 2002,Made from wire rope of 24 mm dia , 6 x 36 [ 14 minus 7 plus 7 minus1] construction,steel core[IRWC], right hand ordinary lay,finish ungalvanized,Tensile designation 1770 N/sq.mm.(8) Minimum breaking load530 kN. (9) Effective length 4.30 mtrs

AI Tender Summary

OUR REF NO 29060769
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 20-09-2021
Authority
Authority Name Central Railway
Work Description Supply Of Double Legged Wire Rope Sling Of Capacity 08 Tons Confirming To Is 2762 Of 2009 ( Test Certificate From Government Approved Competent Authority To Be Submitted With Material. ) Specification ( 1 ) Main O Ring At Top Having Thickness Of 50 Mm And Inner Dia Of 250 Mm. ( 2 ) Hook With Thimble At Other End. ( 3 ) Mechanical Splicing Confirming To Is 5245 [ Part Ii ] Of 2013 Using Al Alloy Ferrules. ( 4 ) Thimbles Confirming To Is 2315 Of 1978. ( 5 ) Ferrules Confirming To Is 10942 Of 2002. ( 6 ) Eye Hook Confirming To Is 2759 Of 1969. ( 7 ) Wire Rope Confirming To Is 2266 Of 2002, Made From Wire Rope Of 24 Mm Dia , 6 X 36 [ 14 Minus 7 Plus 7 Minus1 ] Construction, Steel Core [ Irwc ] , Right Hand Ordinary Lay, Finish Ungalvanized, Tensile Designation 1770 N / Sq.Mm. ( 8 ) Minimum Breaking Load 530 Kn. ( 9 ) Effective Length 4.30 Mtrsdouble Legged Wire Rope Sling Of Capacity 08 Tons Confirming To Is 2762 Of 2009 ( Test Certificate From Government Approved Competent Authority To Be Submitted With Material. ) Specification ( 1 ) Main O Ring At Top Having Thickness Of 50 Mm And Inner Dia Of 250 Mm. ( 2 ) Hook With Thimble At Other End. ( 3 ) Mechanical Splicing Confirming To Is 5245 [ Part Ii ] Of 2013 Using Al Alloy Ferrules. ( 4 ) Thimbles Confirming To Is 2315 Of 1978. ( 5 ) Ferrules Confirming To Is 10942 Of 2002. ( 6 ) Eye Hook Confirming To Is 2759 Of 1969. ( 7 ) Wire Rope Confirming To Is 2266 Of 2002, Made From Wire Rope Of 24 Mm Dia , 6 X 36 [ 14 Minus 7 Plus 7 Minus1 ] Construction, Steel Core [ Irwc ] , Right Hand Ordinary Lay, Finish Ungalvanized, Tensile Designation 1770 N / Sq.Mm. ( 8 ) Minimum Breaking Load 530 Kn. ( 9 ) Effective Length 4.30 Mtrs, Double Legged Wire Rope Sling Of Capacity 08 Tons Confirming To Is 2762 Of 2009 ( Test Certificate From Government Approved Competent Authority To Be Submitted With Material. ) Specification ( 1 ) Main O Ring At Top Having Thickness Of 50 Mm And Inner Dia Of 250 Mm. ( 2 ) Hook With Thimble At Other End. ( 3 ) Mechanical Splicing Confirming To Is 5245 [ Part Ii ] Of 2013 Using Al Alloy Ferrules. ( 4 ) Thimbles Confirming To Is 2315 Of 1978. ( 5 ) Ferrules Confirming To Is 10942 Of 2002. ( 6 ) Eye Hook Confirming To Is 2759 Of 1969. ( 7 ) Wire Rope Confirming To Is 2266 Of 2002, Made From Wire Rope Of 24 Mm Dia , 6 X 36 [ 14 Minus 7 Plus 7 Minus1 ] Construction, Steel Core [ Irwc ] , Right Hand Ordinary Lay, Finish Ungalvanized, Tensile Designation 1770 N / Sq.Mm. ( 8 ) Minimum Breaking Load 530 Kn. ( 9 ) Effective Length 4.30 Mtrs
Basic Detail
Tender No 56205223A
Bidding Type Tender
Location
City
State Maharashtra
Key Dates
Publish Date 02 Sep 2021
Submission Date 20 Sep 2021
Open Date 01 Jan 0001
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD Ref. Documents
Exemption Not Available
Document List
69c73bb9-e125-4fb3-ae44-49c795473d03.pdf

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Tender Timeline

Sep 02, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 20, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed

Tender Documents

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69c73bb9-e125-4fb3-ae44-49c795473d03.pdf

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