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Tender Value
₹189.3 Cr
EMD Value
₹3.8 Cr
Closing Date
6 May 2026, 2:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
16/04/2026 15:00
Lowest to Highest
90 days
Expenditure
Capital (Works)
CHOS/C/JP
15 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V'whichever is less; where V= Advertised value of the tender in crores of Rupees =Number of years prescribed for completion of work for which bids have been invited. Theaverage annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIII, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formulated as Annexure-D. Tenderer shall furnish Annexure-V and annexure-XIX both duly certified by Chartered Accountant.
(a)The tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works costing not less than the amount equal to 40% of advertised value of each component of tender, ora One similar work costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values for each component can also be considered for fulfillment of technical eligibility criteria. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than Rs. 2 crore each. The tenderer shall submit the completion certificate as per proforma given in annexure-IV-A or IV-B or IV-C as applicable or in the format containing all information as required as per the Annex. IV-A or IV-B or IV-C. Note :- Criteria for the completed work has been given in the General instructions in the tender document.
Definition of similar nature of work - Civil/ composite work involving construction of formation (Cutting/Filling/Blanketing) and /or construction of bridges.
62 conditions · 45 needing a document upload
Mandatory in case Bid security amount is prescribed in SPECIAL CONDITIONS OF CONTRACT (Version-11.4) Para 5.1.2 - The Bid Security shall be deposited in cash through e-payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per annexure-XXXII and shall be valid for a period of 90 days beyond the bid validity period.
In case the tenderer is any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' - shall be exempted from payment of Bid security deposit and shall submit certified copy of the registration/ Valid document issued by DIPP (mandatory if applicable)
In case the tenderer is Labour Cooperative Societies - shall deposit only 50% of the Earnest Money Deposit and shall submit certified copy of the registration/ Valid document issued by the relevant Ministry/ Labour commission (mandatory if applicable).
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.
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.
Pre-bid conference will be held at 15.00 hrs on date as specified in NIT Header. Venue - Office of Dy. Chief Engineer (Const.)-V, Rail Nirman Bhawan, Near CBI Phatak, Jagatpura Jaipur-302017
Balance leftover work of Earth work in bank/cutting including Blanketing, Construction of Minor Bridges, RUB/LHS, FOB, Trolley refuges, Toe wall, Retaining wall, Pitching, Station buildings and Other structures, Platform, Platform shelters, Staff Quarters and other ancillary works from Chaksu (Including) to Jaipur (Including) between km 87.60 to km 131.27 in connection with Doubling of Sawai Madhopur - Jaipur section of North Western Railway.
NWRSCJPSWMCIVIL514110102R
NWRSCJPSWMCIVIL514110102R
Open
Works - General
18 Months
Jaipur, Rajasthan
₹0
₹3.8 Cr
6 May 2026
9 Apr 2026
22 Apr 2026
16 Apr 2026
474 items across 5 schedules · ₹1,94,27,65,520.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for E m b a n k m e n t 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 120576.00 | — | 488.56 | 5,89,086.11 |
| 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. N o t e : (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 30.00 | — | 1,13,367.92 | 34,01,037.6 |
| 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 a n d 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 125500.00 | — | 227.72 | 2,85,78,860 |
| 4 | Using Soil Class SQ3 | cum 47000.00 | — | 227.72 | 1,07,02,840 |
| 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 137237.00 | — | 107.39 | 1,47,37,881.43 |
| 6 | Soft rock not requiring blasting | cum 27173.00 | — | 255.52 | 69,43,244.96 |
| 7 | Extra for leading of Cut spoil every one km beyond original lead of 2 km over item nos. 012011 to 012014 | cum 20000.00 | — | 5.42 | 1,08,400 |
| 8 | 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 84000.00 | — | 202.87 | 1,70,410.8 |
| 9 | 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 111325.00 | — | 1,728.03 | 19,23,72,939.75 |
| 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 o r d e r e d . 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. | — | — | — | — | |
| 10 | Girth over 30 cm and up to 60 cm | Each 500.00 | — | 376.63 | 1,88,315 |
| 11 | Girth over 60 cm and up to 1.5m | Each 500.00 | — | 1,042.52 | 5,21,260 |
| 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. | — | — | — | — | |
| 12 | Turfing with sods, 10cm thick and 20cm square closely laid. | 100 Sqm 25000.00 | — | 6,513.75 | 16,28,437.5 |
| Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 13 | With provision of painting verticals & horizontals with red luminous paints / strips of 30cm each with a gap of 30 cm. | Metre 35093.00 | — | 136.03 | 47,73,700.79 |
| Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in- Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor. | — | — | — | — | |
| 14 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM 22000.00 | — | 154.89 | 34,07,580 |
| 15 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm 1200.00 | — | 1,056.13 | 12,67,356 |
| 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. | — | — | — | — | |
| 16 | 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 342100.00 | — | 158.6 | 5,42,57,060 |
| 17 | Below the ballast and above blanket layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 1 7 5 0 N , 800 N and 5800 N respectively. | Sqm 925.00 | — | 276.34 | 2,55,614.5 |
| 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 100.00 | — | 1,300.48 | 1,30,048 |
| Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and 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 River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. | — | — | — | — | |
| 19 | 0m to 10m | Metre 50.00 | — | 1,560.57 | 78,028.5 |
| 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. | — | — | — | — | |
| 20 | Plate size 60cm x 60cm | Each 50.00 | — | 29,920.3 | 14,96,015 |
| 21 | 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 50.00 | — | 152.52 | 7,626 |
| 22 | Taking out 100mm dia. & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720. | Each 50.00 | — | 164.57 | 8,228.5 |
| 23 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each 50.00 | — | 852.27 | 42,613.5 |
| Conducting laboratory Tests on collected soil samples as per relevant IS code | — | — | — | — | |
| 24 | Moisture Content/Dry Density | Each 50.00 | — | 287.66 | 14,383 |
| 25 | Atterberg Limits | Each 50.00 | — | 586.02 | 29,301 |
| 26 | Specific Gravity | Each 50.00 | — | 631.51 | 31,575.5 |
| 27 | Grain size analysis including Hydrometer analysis | Each 50.00 | — | 727.84 | 36,392 |
| 28 | Direct Shear Test | Each 50.00 | — | 2,330.69 | 1,16,534.5 |
| 29 | Natural Density | Each 50.00 | — | 674.32 | 33,716 |
| 30 | Consolidation Test | Each 50.00 | — | 6,886.37 | 3,44,318.5 |
| 31 | Unconfined Compression Test | Each 50.00 | — | 2,006.91 | 1,00,345.5 |
| 32 | Tri-axial Test | Each 50.00 | — | 2,158.09 | 1,07,904.5 |
| Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code | — | — | — | — | |
| 33 | Density Test | Each 50.00 | — | 301.04 | 15,052 |
| 34 | Water Absorption & Porosity | Each 50.00 | — | 301.04 | 15,052 |
| 35 | Hardness | Each 50.00 | — | 167.24 | 8,362 |
| 36 | Unconfined Compression Test | Each 50.00 | — | 2,144.71 | 1,07,235.5 |
| 37 | Point Load Test | Each 50.00 | — | 1,150.63 | 57,531.5 |
| 38 | Modulus of Elasticity | Each 50.00 | — | 1,649.68 | 82,484 |
| 39 | Abrasion Testing | Each 50.00 | — | 672.98 | 33,649 |
| 40 | Conducting chemical analysis of ground water samples to determine suitability for concreting a n d aggressiveness in relation to attack on concrete / reinforcement including determination of pH value. | Each 50.00 | — | 1,355.33 | 67,766.5 |
| 41 | Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value | Each 50.00 | — | 1,438.28 | 71,914 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of 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 by 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. | — | — | — | — | |
| 42 | All kinds of soils | cum 77800.00 | — | 210.9 | 1,64,08,020 |
| 43 | Soft rock (not requiring blasting) | cum 8100.00 | — | 439.13 | 35,56,953 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 44 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum 9800.00 | — | 2,845.47 | 2,78,85,606 |
| 45 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum 1298.00 | — | 2,936.59 | 38,11,693.82 |
| 46 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum 3090.00 | — | 3,015.76 | 93,18,698.4 |
| 47 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved p l a n t s ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 5418.00 | — | 2,919.59 | 1,58,18,338.62 |
| Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 48 | Wing wall and Return wall | cum 6821.00 | — | 2,999.09 | 2,04,56,792.89 |
| 49 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum 446.00 | — | 2,988.17 | 13,32,723.82 |
| 50 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. | Metre 446.00 | — | 262.24 | 1,16,959.04 |
| 51 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 5800.00 | — | 3,211.55 | 1,86,26,990 |
| 52 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum 1410.00 | — | 2,919.59 | 41,16,621.9 |
| 53 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm 13920.00 | — | 178.84 | 24,89,452.8 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 54 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm 84320.00 | — | 715.17 | 6,03,03,134.4 |
| 55 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be paid extra under relevant item. 2. Plasticizer shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticisers at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum 50.00 | — | 5,076.9 | 2,53,845 |
| Extra over 025040 for drilling of holes and insertion of dowel bars in case of Jacketing | — | — | — | — | |
| 56 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre 100.00 | — | 172.82 | 17,282 |
| 57 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre 100.00 | — | 15.89 | 1,589 |
| 58 | Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. | cum 316.00 | — | 1,308.3 | 4,13,422.8 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 59 | Ordinary Portland Cement 43 grade approved brands/makes | MT 10000.00 | — | 7,801.51 | 7,80,15,100 |
| 60 | Ordinary Portland Cement 53 grade of approved brands/makes | MT 50.00 | — | 7,968.76 | 3,98,438 |
| 61 | Pozzolana Portland Cement approved brands/makes | MT 4750.00 | — | 7,294.44 | 3,46,48,590 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 62 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg 2507000.00 | — | 107.01 | 26,82,74,070 |
| 63 | Casting and installation of single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum 1920.00 | — | 3,384.16 | 64,97,587.2 |
| Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms. | — | — | — | — | |
| 64 | Up to 5.00 Km | MT 100.00 | — | 115.69 | 11,569 |
| 65 | Above 5 km up to 10 km | MT 100.00 | — | 149.9 | 14,990 |
| 66 | Above 10 km up to 15 km | MT 100.00 | — | 180.67 | 18,067 |
| 67 | Above 15 km up to 20 km | MT 100.00 | — | 209.02 | 20,902 |
| 68 | Above 20 km up to 25 km | MT 100.00 | — | 235.62 | 23,562 |
| 69 | Above 25 km up to 30 km | MT 100.00 | — | 260.9 | 26,090 |
| 70 | Above 30 km up to 35 km | MT 100.00 | — | 285.18 | 28,518 |
| 71 | Above 35 km up to 40 km | MT 100.00 | — | 308.66 | 30,866 |
| 72 | Above 40 km up to 60 km | MT 100.00 | — | 362.64 | 36,264 |
| Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms. | — | — | — | — | |
| 73 | Above 60 km up to 80 km | MT 100.00 | — | 447.86 | 44,786 |
| 74 | Above 80 km up to 100 km | MT 750.00 | — | 531.34 | 3,98,505 |
| Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley r e f u g e s etc., complete as per a p p r o v e d Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates o n l y. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20% | — | — | — | — | |
| 75 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT 411.00 | — | 1,38,069.16 | 5,67,46,424.76 |
| 76 | Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062 | MT 106.00 | — | 4,722.92 | 5,00,629.52 |
| 77 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1- 2 0 0 1 f o r bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg 2600.00 | — | 180.45 | 4,69,170 |
| Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. | — | — | — | — | |
| 78 | On new girder during fabrication | Sqm 600.00 | — | 775.16 | 4,65,096 |
| Providing and fixing various size HTS holding down bolts conforming to relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job. | — | — | — | — | |
| 79 | With Cement Grout. Cost of cement shall be paid extra. | Kg 5020.00 | — | 171.42 | 8,60,528.4 |
| Delaunching of existing and Launching & fixing of new girder/slab in exact location of all type of steel/PSC girders/Slabs available at site, during block, complete job including lifting to any height as per site requirement, provision of approaches, and placing of released material away from bridge stream or roads as the case may be. Note: Payment under this item shall be made for the total weight of girder removed and newly launched girder. | — | — | — | — | |
| 80 | Delaunching of existing Structural steel plate girders / slabs and Launching New Structural steel plate girders | MT 100.00 | — | 936.52 | 93,652 |
| 81 | Delaunching of existing Structural steel plate girders / slabs and Launching New PSC girders / slabs | MT 100.00 | — | 1,073.87 | 1,07,387 |
| 82 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT 840.00 | — | 1,29,631.69 | 10,88,90,619.6 |
| 83 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification. | cum 238.00 | — | 1,975.73 | 4,70,223.74 |
| 84 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum 100.00 | — | 1,202.81 | 1,20,281 |
| 85 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum 40.00 | — | 3,082.74 | 1,23,309.6 |
| 86 | Providing and laying flooring with rubble stone, laid over 15cm thick CC 1:2:4 and the voids filled with CC 1:2:4 complete with the joints pointed with 1:2 Cement Sand mortar as per drawing and Technical specifications. Payment for cement to be done separately. Voids in the rubble stone to be taken as 35% of the gross volume of the stone layer. Note: Base concrete shall be paid extra under relevant item. | cum 178.00 | — | 2,887.37 | 5,13,951.86 |
| 87 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum 500.00 | — | 1,154.27 | 5,77,135 |
| 88 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum 425.00 | — | 2,242.55 | 9,53,083.75 |
| 89 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum 1170.00 | — | 2,577 | 30,15,090 |
| 90 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each 50.00 | — | 303.85 | 15,192.5 |
| 91 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each 83.00 | — | 869.26 | 72,148.58 |
| 92 | Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each 64.00 | — | 1,308.64 | 83,752.96 |
| 93 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum 220.00 | — | 411.68 | 90,569.6 |
| 94 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour 865.00 | — | 44.73 | 38,691.45 |
| Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution spot. Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms. | — | — | — | — | |
| 95 | For one shift ( 12 Hrs) | Each 180.00 | — | 1,281.08 | 2,30,594.4 |
| Manufacture, supply and replacement of one side of level crossing of existing Railway's lifting barrier assembly and boom supports of different boom length including required excavation & concreting foundation of 'A' type, as required for pedestal bases & fixing it on boom supports, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and setting lifting barrier for smooth operation complete and as directed.Note: Excavation & concrete work will be paid separately. | — | — | — | — | |
| 96 | Above 8m and up to 10m long Lifting Barrier | Each 4.00 | — | 99,572 | 3,98,288 |
| Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic b l o c k s , excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item. | — | — | — | — | |
| 97 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each 10.00 | — | 1,30,491.53 | 13,04,915.3 |
| 98 | Manufacturing and using wooden sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. | cum 35.00 | — | 1,389.54 | 48,633.9 |
| Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately. | — | — | — | — | |
| 99 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each 10.00 | — | 1,44,743.58 | 14,47,435.8 |
| 100 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre 1870.00 | — | 228.69 | 4,27,650.3 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 101 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 820.00 | — | 864.02 | 7,08,496.4 |
| 102 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour 500.00 | — | 964.49 | 4,82,245 |
| 103 | Tractor with Trolley for local transportation or other misc. works. | Hour 480.00 | — | 167.24 | 80,275.2 |
| 104 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each 14400.00 | — | 14.45 | 2,08,080 |
| Schedule total | ₹1,07,98,99,680.25 | ||||
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