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Tender Value
Refer Docs
EMD Value
₹6.8 L
Closing Date
8 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
18 conditions · 5 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-) 15% (minus Fifteen percent) on CPWD DSR rates Tender should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Nanded Division: SW-I:- Cess repairs/widening work under SSE/P.Way NED jurisdiction(4.20 Km). SW-II:- Cess repairs/widening work under SSE/P.Way/MUE jurisdiction ( 6.30 Km ). SW-III Construction of new side drains by replacing damaged unserviceable drains - 450mmx450mm under SSE/Pway /NED under ADEN/NED's Jurisdiction( 0.750 M).
T-202627-2-033~SCR
T-202627-2-033
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹6.8 L
14 Aug 2026
14 Aug 2026
25 Aug 2026
41 items across 2 schedules · ₹3,48,39,922.04 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 10500.00 | 518.05 | 54,395.25 |
| 2 | Benching of existing embankment manually in steps of 30 cm height for doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to the entire satisfaction of Engineer in-charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends and additional earthwork required for filling due to removal of earth in benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress of earthwork starting from toe of the embankment. (2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified km taken from cross sectional measurements for earthwork. (4) Since the rate includes earthwork in steps, payment under this item shall be made after completion of earthwork to that level. (5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. | Kilometre | 20.27 | 1,09,487.9 | 22,19,319.73 |
| 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 of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) 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. | — | — | — | — | |
| 3 | Using Soil Class SQ2 | cum | 90445.00 | 268.5 | 2,42,84,482.5 |
| 4 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum | 7875.00 | 301.32 | 23,72,895 |
| 5 | Extra over item 113010 for earth-work for making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non-cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge. | cum | 800.00 | 30.13 | 24,104 |
| Schedule total | ₹2,89,55,196.48 | ||||
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details.html
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nit.pdf
NIT
BuildingConditions.pdf
ATTACHMENT
MasterDocumentforHQGuidelines.pdf
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RDSOGElettertoZRsonComprehensiveGuidelines.pdf
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Technicalconditions52.pdf
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QtySheetCessRepairsDrainworks.pdf
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CessRepairsWideningSideDrainLocation.pdf
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GCC_April-2022_ACS1to91.pdf
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AdvanceCorrectioSlip10forGCC2022.pdf
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PVC-forthevalueoftheworkdoneincludingvariationinquantities._1.pdf
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TechnicalSpecification-_1.pdf
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TRD-Condition4.pdf
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TenderBookletNEDNEW1.pdf
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TenderBookletNEDNEW2.pdf
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specialconditionforEarthwork_1.pdf
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SpecificationNo1.pdf
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SpecificationNo.2.pdf
ATTACHMENT
2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111_compressed.pdf
ATTACHMENT
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