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Tender Value
₹1.6 Cr
EMD Value
₹2.3 L
Closing Date
17 Feb 2026, 3:00 pmClosed
Replacement of Pitted Bed Plate of Bridge No.192UP, 192DN, 228UP, 228DN, 264UP, 264DN, 336UP, 336DN, 339UP, 339DN, 340UP, 340 DN, 411UP & 411DN & Supply, fabrication & Galvanisation of C. C. Crib in SAH-ST section under SSE(B)BL in MMCT Division
DYCEBRDDR-2026-01
DYCEBRDDR-2026-01
Open
6 Months
Jamnagar, Gujarat
₹0
₹2.3 L
21 Jan 2026
21 Jan 2026
A-Items of schedule A
Removing of existing bed plate from existing bed block, supply, fabrication and erection of new bed plate of approved sizes in exact position over bed block of pier/abutments by giving full and even bearing, setting them on the layer of free flow non-shrinkable grouting 1 compound, scrapping or chipping of bed block, if required, fabrication and fixing of holding down HTS bolts of suitable sizes along with nuts, washers etc., drilling holes of required size, grouting of holes by epoxy mortar after fixing holding down bolts. Total work to be done during traffic block. Cost of holding down HTS bolts shall be paid extra under relevant item for supply of HTS holding down bolts. More than 12.2m and up to 18.3m clear span
Removing of existing bed plate from existing bed block, supply, fabrication and erection of new bed plate of approved sizes in exact position over bed block of pier/abutments by giving full and even bearing, setting them on the layer of free flow non-shrinkable grouting 2 compound, scrapping or chipping of bed block, if required, fabrication and fixing of holding down HTS bolts of suitable sizes along with nuts, washers etc., drilling holes of required size, grouting of holes by epoxy mortar after fixing holding down bolts. Total work to be done during traffic block. Cost of holding down HTS bolts shall be paid extra under relevant item for supply of HTS holding down bolts. Supply of HTS holding down bolts with nuts, washer etc.
Galvanisation of Railway's Chequered Plates, Channels, Plates, Angles, and I-Section by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation 3 as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629-1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge. DY.CE-BRIDGE-DADAR-ENGG./WESTERN RLY
C-Items of Sch C (DSR-2023)
Item Breakup - C-Items of Sch C (DSR-2023)
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details.html
HTML
nit.pdf
NIT
1-Safetyrules.pdf
2-guidelineforelectricalcondition.pdf
3-JPOSTandElectfordiggingwork.pdf
NOrelativecertificate.pdf
ProcedureforpaymentofContractorbillasperGST.pdf
Letterofcreditasmodeofpayment_1.pdf
PCEletterEMDPGSD.pdf
NoRetiredRailwayEngineersCertificate.pdf
GCC_April-2022ACS14.07.2022.pdf
Annexure-VIBAnnualContractualTurnover.pdf
GCCACS1to10_compressed.pdf
GCCACS10.pdf
SplCondPtdBedPlate192.pdf
GCCACS10ff.pdf
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