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| 1 | Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 50 metres as directed by Engineer incharge. Note:1.Cutting of rails shall be paid separately. | Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 50 metres as directed by Engineer incharge. Note:1.Cutting of rails shall be paid separately. |
| 2 | Demolishing R.C.C.(Existing Concrete Apron) work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- Charge . | Demolishing R.C.C.(Existing Concrete Apron) work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- Charge . |
| 3 | Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant& machinery, with leads within 1 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. The rate shall not include cutting of trees with girth above 30 cm and compaction of cut spoils in filling, which shall be paid separately. | Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant& machinery, with leads within 1 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. The rate shall not include cutting of trees with girth above 30 cm and compaction of cut spoils in filling, which shall be paid separately. |
| 4 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:For Laying of PCC (All kinds of soil) | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:For Laying of PCC (All kinds of soil) |
| 5 | Providing and laying in position M 15 ( 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)) Plain cement concrete of specified Nominal Mix including the cost of Cement, centering and shuttering. | Providing and laying in position M 15 ( 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)) Plain cement concrete of specified Nominal Mix including the cost of Cement, centering and shuttering. |
| 6 | Supplying TMT Fe-500/Fe-500D* reinforcement steel conforming to IS:1786-1985 including decoiling, straightening, cutting, bending, placing in position, binding with 1MM dia GI binding wire. | Supplying TMT Fe-500/Fe-500D* reinforcement steel conforming to IS:1786-1985 including decoiling, straightening, cutting, bending, placing in position, binding with 1MM dia GI binding wire. |
| 7 | Providing and laying Design mix control concrete M35 in cast-in-situ RCC works of raft, pile cap, pier, abutment, well steining, RCC well kerb, well cap, pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab, foot path slab, wearing course, ballast retainers, RCC railing, inspection platform, pedestal,apron, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. | Providing and laying Design mix control concrete M35 in cast-in-situ RCC works of raft, pile cap, pier, abutment, well steining, RCC well kerb, well cap, pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab, foot path slab, wearing course, ballast retainers, RCC railing, inspection platform, pedestal,apron, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. |
| 8 | Supply of IU rails of 60 KG, for Ballastless track, level crossings, curves, etc. on PSC sleepers excluding all fittings as per RDSO drawing. | Supply of IU rails of 60 KG, for Ballastless track, level crossings, curves, etc. on PSC sleepers excluding all fittings as per RDSO drawing. |
| 9 | Supply of Monoblock PSC sleepers for 60 Kg rails RDSO Drg.No.2496 | Supply of Monoblock PSC sleepers for 60 Kg rails RDSO Drg.No.2496 |
| 10 | Supply of ERC to RDSO Drg. No.T-3701 | Supply of ERC to RDSO Drg. No.T-3701 |
| 11 | Supply of GFN liner to RDSO Drg. No 3706 | Supply of GFN liner to RDSO Drg. No 3706 |
| 12 | Supply of GRSP to RDSO Drg. No 3711 | Supply of GRSP to RDSO Drg. No 3711 |
| 13 | Supply of Joggled fish plate to RDSO Drg. No 4016 | Supply of Joggled fish plate to RDSO Drg. No 4016 |
| 14 | Supply of 1.0 mtr long fish plate to RDSO Drg. NoT-5916/T-5851 | Supply of 1.0 mtr long fish plate to RDSO Drg. NoT-5916/T-5851 |
| 15 | Alumino thermit welding of 60kg/52 kg rail joints or combination joints of 60kg/52kg rail by pre-heat (SKV) welding technique using compressed air petrol/LPG for preheating, three piece moulds and automatic tapping thimbles with all labour, materials including supply of portion, tools and plants, aligning of rails, placing & fixing of mould, preheating, welding, mechanised trimming, grinding with profile grinder (including riser), testing, marking, painting with one coat of high build epoxy paint (two pack conforming to RDSO specification no. M&C/PCN-111/88) on the welded area up to 10 cm on either side. The work is to be completed in all respects as per IRS: T-19-1994 with latest updates and in accordance with “RDSO Manual for Fusion Welding of Rails by Alumino Thermic Process with up to date correction Slips. The work to be done under supervision of trained welding supervisor and carried out by trained welder having valid competency certificate from RDSO/TPP, Lucknow. Ultrasonic testing of welded joints shall be paid separately under relevant items. | Alumino thermit welding of 60kg/52 kg rail joints or combination joints of 60kg/52kg rail by pre-heat (SKV) welding technique using compressed air petrol/LPG for preheating, three piece moulds and automatic tapping thimbles with all labour, materials including supply of portion, tools and plants, aligning of rails, placing & fixing of mould, preheating, welding, mechanised trimming, grinding with profile grinder (including riser), testing, marking, painting with one coat of high build epoxy paint (two pack conforming to RDSO specification no. M&C/PCN-111/88) on the welded area up to 10 cm on either side. The work is to be completed in all respects as per IRS: T-19-1994 with latest updates and in accordance with “RDSO Manual for Fusion Welding of Rails by Alumino Thermic Process with up to date correction Slips. The work to be done under supervision of trained welding supervisor and carried out by trained welder having valid competency certificate from RDSO/TPP, Lucknow. Ultrasonic testing of welded joints shall be paid separately under relevant items. |
| 16 | Installation of BG track as per methodology specified in para 4.0 of Section 5: Specifications in the Bidding Documents or any other methodology approved by the Employer in all locations e.g. straight, curves, bridges, level crossings, yards etc including installation of SEJ and glued joints including installation and dismantling of auxiliary track. | Installation of BG track as per methodology specified in para 4.0 of Section 5: Specifications in the Bidding Documents or any other methodology approved by the Employer in all locations e.g. straight, curves, bridges, level crossings, yards etc including installation of SEJ and glued joints including installation and dismantling of auxiliary track. |
| 17 | Anticorrosive painting of 60 KG, 52 KG rails. Painting to be done prior to installation on sleepers including touching of paints in areas damaged during fixing. | Anticorrosive painting of 60 KG, 52 KG rails. Painting to be done prior to installation on sleepers including touching of paints in areas damaged during fixing. |
| 18 | USFD testing of 60 KG, 52 KG rail welds (Flash Butt / SKV) as per RDSO Manuals and submitting reports on proforma as directed by the Engineer. | USFD testing of 60 KG, 52 KG rail welds (Flash Butt / SKV) as per RDSO Manuals and submitting reports on proforma as directed by the Engineer. |
