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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance J 38 ASHIANA SHRI RAJ BHAWAN KANPUR ROAD ASHIANA LUCKNOW UTTAR PRADESH 226012 | LUCKNOW | UTTAR PRADESH | 226012 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Rejected-Technical | Rejected-Technical As per NIT |
| 5 | Rejected-Technical | Rejected-Technical As per NIT |
Tender Value
₹26.6 L
Closing Date
12 Oct 2021, 2:00 pmClosed
Asstt. General Manager (Engg.)
TC-3V, VibhutiKhand, Gomti Nagar, Lucknow
Annual Running Maintenance Contract for Private railway siding of FCI at FSD Roza for the year 2021-2023
2021_FCI_649053_3
CE-I/10/2020-21
Open Tender
Civil Works
Works
730 days
Roza
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
FCI, RO, Lucknow
1 Nov 2021
20 Sept 2021
13 Oct 2021
20 Sept 2021
12 Oct 2021
20 Sept 2021
30 Sept 2021
Amount
Systematic maitenance of railway track in the private track/ siding of FCI for all items as included in the technical specification para no. 3.0 to 3.9.
Supplying and fixing Pendrol clips for PSC sleepers confirming to IRS specifications.
Supplying and fixing liners for PSC sleepers confirming to IRS specifications.
Supplying and fixing rubber pad as per RDSO drawing no. T-4015(M) & IRS specifications.
Supply of approved quality of stone ballast of 50mm gauge for railway track in the siding confirming to para 9.0 to 9.8 of "Technical specifications" volume .
Recouping of ballast with owner ballast, but with contractor's labour tools and equipments confirming to the specifications as defined/contained under the scope of work and specified in "Technical specifications" volume II of tender documents vide para 6.0 therein, including all leads, lifts, crossing of railway lines and obstructions, if any and dressing up
Supplying and fixing Fixing pre-stressed concrete sleepers (PSC) 2750 mm long for BG track confirming to IRS specifications including all necessary fittings like pendrol clips, rubber pads, liner etc complete as per direction of Engineer-in charge.
Deep screening of the entire existing stone ballast to a depth of 250 mm below bottom of PSC sleepers up to the formation level duly following the procedure as given in para 238 (2), e, f of IR PWM para 6.3 of LMR manual/ under traffic condition and packing the entire muck away to make up / under cess in screening and refixing the screened clean ballast back into track including lifting the track to the proposed L section to get a minimum cushion of 250 mm below the bottom of PSC sleepers including lifting of track to the required level, aligning, leveling and grading the track to approved longitudinal and traverse profile attending one round of packing as directed by EIC to faciliate allowing train @ 20 KMPH. Ordinary
J.P. CONSTRUCTION
MAHALAXMI TRADERS
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