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Tender Value
₹15.1 Cr
EMD Value
₹30.2 L
Closing Date
22 Oct 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ADEN SMR
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. N= Number of years prescribed for completion of work for which bids have been invited. The average 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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For tenders having advertised value more than Rs 10 Crore wherein eligibility criteria include Bid Capacity also , the tenderer will be qualified only if its available Bid capacity is equal to or more than the total bid value of the present tender.
20 conditions · 2 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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
Replacement of existing pipe bridges below of size 0.90m Dia in to RCC Box bridges in the jurisdiction of Sr. DEN/South of Jodhpur Division.
157of2026-27~NWR
157of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹30.2 L
25 Sept 2026
25 Sept 2026
8 Oct 2026
51 items across 2 schedules · ₹13,69,16,052.07 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 0m to 10m | Metre | 720.00 | 1,300.48 | 9,36,345.6 |
| 2 | 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 | 144.00 | 152.52 | 21,962.88 |
| 3 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 144.00 | 852.27 | 1,22,726.88 |
| 4 | Collection water samples at required intervals | Each | 144.00 | 234.14 | 33,716.16 |
| 5 | Moisture Content/Dry Density | Each | 144.00 | 287.66 | 41,423.04 |
| 6 | Atterberg Limits | Each | 144.00 | 586.02 | 84,386.88 |
| 7 | Specific Gravity | Each | 144.00 | 631.51 | 90,937.44 |
| 8 | Grain size analysis including Hydrometer analysis | Each | 144.00 | 727.84 | 1,04,808.96 |
| 9 | Direct Shear Test | Each | 144.00 | 2,330.69 | 3,35,619.36 |
| 10 | Natural Density | Each | 144.00 | 674.32 | 97,102.08 |
| 11 | Consolidation Test | Each | 144.00 | 6,886.37 | 9,91,637.28 |
| 12 | Unconfined Compression Test | Each | 144.00 | 2,006.91 | 2,88,995.04 |
| 13 | Tri-axial Test | Each | 144.00 | 2,158.09 | 3,10,764.96 |
| 14 | All kinds of soils | cum | 5320.00 | 210.9 | 11,21,988 |
| 15 | Soft rock (not requiring blasting) | cum | 1232.00 | 439.13 | 5,41,008.16 |
| 16 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 76.00 | 2,845.47 | 2,16,255.72 |
| 17 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 302.80 | 2,936.59 | 8,89,199.45 |
| 18 | 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 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 | 1232.00 | 2,919.59 | 35,96,934.88 |
| 19 | Wing wall and Return wall | cum | 950.00 | 2,999.09 | 28,49,135.5 |
| 20 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 389.00 | 2,959.34 | 11,51,183.26 |
| 21 | 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 | 523.00 | 2,988.17 | 15,62,812.91 |
| 22 | 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 | 282.00 | 262.24 | 73,951.68 |
| 23 | In all types of soils | cum | 1774.00 | 316.35 | 5,61,204.9 |
| 24 | P r o v id in g 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 | 1918.00 | 3,211.55 | 61,59,752.9 |
| 25 | 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- i n - C h a r g e . Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 793.88 | 2,919.59 | 23,17,804.11 |
| 26 | 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 | 4076.00 | 178.84 | 7,28,951.84 |
| 27 | 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 | 10208.00 | 715.17 | 73,00,455.36 |
| 28 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 2680.00 | 7,801.51 | 2,09,08,046.8 |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 547920.00 | 107.01 | 5,86,32,919.2 |
| 30 | 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. N o t e : (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 | 840.00 | 3,384.16 | 28,42,694.4 |
| 31 | Up to 5.00 Km | MT | 1408.00 | 115.69 | 1,62,891.52 |
| 32 | Above 5 km up to 10 km | MT | 61952.00 | 149.9 | 92,86,604.8 |
| 33 | Above 10 km up to 15 km | MT | 3520.00 | 180.67 | 6,35,958.4 |
| 34 | Above 150 km up to 200 km | MT | 1408.00 | 942.24 | 13,26,673.92 |
| 35 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 528.00 | 1,202.81 | 6,35,083.68 |
| 36 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | cum | 704.00 | 1,855.12 | 13,06,004.48 |
| 37 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 528.00 | 3,082.74 | 16,27,686.72 |
| 38 | 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 | 688.00 | 2,887.37 | 19,86,510.56 |
| 39 | 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 | 35.00 | 303.85 | 10,634.75 |
| 40 | 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 | 70.00 | 869.26 | 60,848.2 |
| 41 | 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 | 528.00 | 411.68 | 2,17,367.04 |
| 42 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 3520.00 | 191.51 | 6,74,115.2 |
| 43 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 14080.00 | 29.7 | 4,18,176 |
| 44 | 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 | 704.00 | 309.11 | 2,17,613.44 |
| 45 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 704.00 | 864.02 | 6,08,270.08 |
| Schedule total | ₹13,40,89,164.42 | ||||
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nit.pdf
NIT
FinalSTDWorks12.2.20191.pdf
ATTACHMENT
GCC 2022
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf corrigendum 01 05 2023
ATTACHMENT
AdvanceCorrectionSlipNo01to12.pdf
ATTACHMENT
Annexure V of GCC
ATTACHMENT
clarificationapplicabilityACs10.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221.pdf
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf
ATTACHMENT
ClarificationregardingsubmissionofAnnexure-V.pdf
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