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Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
20 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Harmoti-Kathalpukhuri-Proposed construction of RUB in lieu of LC Gate RM-232 at railway km 268/3-4. (Project Id: 08.04.30.25.3.53.001)
84-ENGG-RNY-2025-26
84-ENGG-RNY-2025-26
Open
Works - General
12 Months
Kamrup, Assam
₹0
₹4.1 L
20 Mar 2026
26 Feb 2026
6 Mar 2026
70 items across 8 schedules · ₹2,18,23,344.43 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account this, wherever required, shall be paid extra under relevant schedule item for benching. Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | of 2) | — | — | — | |
| 1 | Using Soil Class SQ1 | cum | 850.00 | 391.59 | 3,32,851.5 |
| Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling embankment with leads within 2 km on either side of edge of the cutting(s) including 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 RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will stacked by the contractor and will be property of the Railways. (iii)Cut trees shall property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. | and in all per and cut be be | — | — | — | |
| 2 | In all conditions and classifications of soil except rock | cum | 1250.00 | 105.58 | 1,31,975 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means foundations and floors of the bridges, retaining walls etc. including setting out, dressing sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | for of by | — | — | — | |
| 3 | All kinds of soils | cum | 540.00 | 204.99 | 1,10,694.6 |
| Schedule total | ₹5,75,521.1 | ||||
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SpecialInstructionstoTenderer1.pdf
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NIT-84-ENGG-RNY-2025-26.pdf
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2024_06_03InstructionforincorporatingtheJPOCircularetc_ProvisionsintheTenderDocumentforallworksrequiringdiggingworksclosetoRly1.pdf
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