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Tender Value
Refer Docs
EMD Value
₹1 Cr
Closing Date
11 Feb 2026, 12:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
06/01/2026 11:00
Lowest to Highest
120 days
Expenditure
Capital (Works)
Construction of 3rd Line between Naupada (NWP) and Vizianagaram (VZM): (Package:03). Execution of Earthwork in formation, blanketing, Minor bridges (Excluding Major bridges with formation in approaches for 100 meters length on either side and other connected protection works) LCs, LHS, RUBs, drains, Protection works, FOBs, Service buildings, Platform works, Passenger amenities, Track Ballast Supply, P.Way works and other connected ancillary works etc,. along with OHE & General electrification works and S&T utility shifting works in connection with 3rd Line between Naupada Jn. (NWP-KM:702.20) excluding to KM:740.00 (including URLAM station) of Waltair Division in East Coast Railway.
CAOCWATETCEC3VSKP2025017~ECOR
CAOCWATETCEC3VSKP2025017
Open
Works - General
30 Months
Visakhapatnam, Andhra Pradesh
₹0
₹1 Cr
11 Feb 2026
27 Dec 2025
14 Jan 2026
6 Jan 2026
1037 items across 19 schedules · ₹4,77,07,18,726.83 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 | 461100.00 | 570.98 | 26,32,788.78 |
| 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 | 85.00 | 1,59,584.3 | 1,35,64,665.5 |
| 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 SQ1 | cum | 269311.00 | 369.7 | 9,95,64,276.7 |
| 4 | Using Soil Class SQ2 | cum | 452751.00 | 441.75 | 20,00,02,754.25 |
| 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, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 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. Note: (i) All usable earth arising from cut 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 be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. | — | — | — | — | |
| 5 | In all conditions and classifications of soil except rock | cum | 102791.00 | 104.45 | 1,07,36,519.95 |
| 6 | Soft rock not requiring blasting | cum | 11896.00 | 240.28 | 28,58,370.88 |
| 7 | In hard rock requiring blasting | cum | 4861.00 | 360.3 | 17,51,418.3 |
| 8 | In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. | cum | 5228.00 | 894.96 | 46,78,850.88 |
| 9 | Extra for leading of Cut spoil every one km beyond original lead of 2 km over item nos. 012011 to 012014 | cum | 10280.00 | 5.44 | 55,923.2 |
| 10 | Foundation preparation in cutting - ploughing and pulverizing 15 cm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or allowing for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying blanketing layer. | 100 Sqm | 1986600.00 | 295.72 | 58,74,773.52 |
| 11 | Mechanical manufacturing of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. | cum | 158300.00 | 2,314.98 | 36,64,61,334 |
| Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | — | — | — | — | |
| 12 | Girth over 30 cm and up to 60 cm | Each | 300.00 | 325.79 | 97,737 |
| 13 | Girth over 60 cm and up to 1.5m | Each | 300.00 | 900.16 | 2,70,048 |
| 14 | Girth over 1.5m up to 3 m | Each | 200.00 | 1,793.64 | 3,58,728 |
| 15 | Girth over 3 m | Each | 80.00 | 3,006.21 | 2,40,496.8 |
| Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area. | — | — | — | — | |
| 16 | Turfing with sods, 10cm thick and 20cm square closely laid. | 100 Sqm | 286400.00 | 7,676.28 | 2,19,84,865.92 |
| Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge. | — | — | — | — | |
| 17 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. | Sqm | 138476.00 | 296.83 | 4,11,03,831.08 |
| Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. | — | — | — | — | |
| 18 | 0m to 10m | Metre | 500.00 | 1,747.12 | 8,73,560 |
| 19 | 10m to 20m | Metre | 500.00 | 2,030.15 | 10,15,075 |
| Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes. | — | — | — | — | |
| 20 | 0m to 10m | Metre | 200.00 | 4,511.83 | 9,02,366 |
| 21 | 10m to 20m | Metre | 200.00 | 4,871.43 | 9,74,286 |
| Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit. | — | — | — | — | |
| 22 | Plate size 45cm x 45cm | Each | 26.00 | 75,961.41 | 19,74,996.66 |
| 23 | Conducting determination of California Bearing Ratio as per IS:2720 | Each | 14.00 | 2,623.7 | 36,731.8 |
| 24 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each | 155.00 | 389.43 | 60,361.65 |
| 25 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 20.00 | 503.33 | 10,066.6 |
| Slope stability calculation and design for Railways Embankment / Cutting more than 6 meters height based on soil materials & parameters as per RDSO's latest standards and specifications, duly conducting relevant lab test, e.g. cohesion and angle of internal friction etc. and submitting report for approval duly showing the cross-section dimensions for embankment / cutting for each cross section. | — | — | — | — | |
| 26 | Embankment | Each | 20.00 | 449.6 | 8,992 |
| 27 | Cutting | Each | 4.00 | 547.33 | 2,189.32 |
| Schedule total | ₹77,80,96,007.79 | ||||
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