South East Central Railway Tender
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South East Central Railway - SECR Tender
Civil And Construction
Construction Material
Transportation and Logistics
Ireps
Opening Date24 Feb 2025
Closing Date21 Mar 2025
Tender Amount₹ 3,17,73,924.57
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender is a minimum average annual contractual turnover of V/N or V, whichever is less, where V = Advertised value of the tender in crores of Rupees and 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.
Technical Capacity
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The bidder must have successfully completed or substantially completed any one of the following categories of work(s) during the last 7 years: - Three similar works each costing not less than 30% of the advertised value of the tender, - Two similar works each costing not less than 40% of the advertised value of the tender, - One similar work costing not less than 60% of the advertised value of the tender. For composite works, the tenderer must have completed:
- Three similar works each costing not less than 30% of the advertised value of each component of the tender, - Two similar works each costing not less than 40% of the advertised value of each component of the tender, - One similar work each costing not less than 60% of the advertised value of each component of the tender. A substantially completed work means an ongoing work in which payment equal to or more than 90% of the present contract value has been made to the contractor. The overall cost, including the Price Variation (PVC) amount of that completed work or substantially completed work, shall be considered for fulfillment of technical credentials. The bidder is required to submit a list of work completed in the last three financial years, including description of work, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion and final value of contract. In case of similar works, the overall cost, including the PVC amount (if paid), of the completed work or substantially completed work, shall be considered. For newly formed partnership firms, the credentials of individual partners from previous proprietary firms or dissolved previous partnership firms or split previous partnership firms shall be considered only to the extent of their share in the previous entity on the date of dissolution/split and their share in the newly formed partnership firm. Specifically, for a partner with a 30% share in the previous entity and a 20% share in the present partnership firm, their credentials will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. If a bidder has successfully completed a work as a subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Government Organization or public listed company, the same shall be considered for the purpose of fulfilling credentials. The bidder's prior work experience is considered for the purpose of fulfilling technical credentials. In case a work is considered similar in nature for fulfillment of technical credentials, the overall cost, including the PVC amount of that completed work or substantially completed work, shall be considered. The values and percentages mentioned for similar works completed are: - 30% of the advertised value of the tender for three similar works, - 40% of the advertised value of the tender for two similar works, - 60% of the advertised value of the tender for one similar work, - 90% of the present contract value for a substantially completed work. Additionally, for subcontractors, they must have successfully completed at least one work similar to the work proposed for subcontract, costing not less than 35% of the value of the work to be subletted, in the last 5 years, unless the work costs up to Rs 50 lakh, in which case no previous work experience is required.
Costs
EMD
₹ 3,08,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Replacement Of Rail / Sleeper Opening Type Crossed Drain With Rcc Box Type Bridges On Nagpur - Durg Main Line Under The Jurisdiction Of Aden/tumsar Road.
Description
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Contact
Tender Id
C-43-NGP-2024-2025-NAGPUR-SECR-DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLYTender No
C-43-NGP-2024-2025Tender Authority
South East Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of form for : All 4 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
210
663
139349.7
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Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for 5 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. All kinds of soils
1400
195
273014
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Supply and using Cement at Worksite Ordinary Portland Cement 53 grade of approved brands/makes
195
8953
1745842.8
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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.
1050
153
161059.5
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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 8 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.
71
2919
207318.58
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Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.
35100
105
3705507
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Supplying, spreading and filling coarse sand (no cohesive materials to be used) of 10 approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.
60
2072
124326.6
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Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. 11 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. 0m to 10m
60
1486
89198.4
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Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each 12 with voids filled with cement sand mortar 1:4 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). Rate is excluding cost of cement which shall be paid extra under relevant item.
180
2874
517401
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Providing and laying flooring with rubble stone, laid over 15cm thick CC 1:2:4 and the 13 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.
120
2787
334521.6
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Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 14 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.
120
2917
350100
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Providing weep holes by making suitable opening or drilling in existing Brick Masonry / 15 Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra.
100
469
46996
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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 16 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.
280
2919
817594.4
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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 17 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.
2100
410
861126
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Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which 18 includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re-fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc.
7000
15
108850
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Carrying out various works during operation of BCM, like filling up of ballast at 19 deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed.
7000
37
263550
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Removal of screened muck discharged by BCM, where muck disposal on side slope is 20 restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low.
7000
28
200060
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Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of 21 broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile. For night time block working
7000
20
143430
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Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance 22 planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day. CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W)
28
4406
123395.44
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De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out 23 elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any. With Contractor's Hydraulic Rail tensor
2800
42
119812
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Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable 24 with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - On Running Line
364
287
104730.08
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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 25 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.
14000
171
2402820
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Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM.
22400
26
594496
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DISMANTLING AND DEMOLISHING // Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2
71
2007
144157.15
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ROAD WORK // ROADS // Supplying and stacking at site. // Moorum
350
888
314511.5
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EARTH WORK // Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : // Filling with available fly ash and 3 earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
350
253
89913.54
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Launching of Railway's relieving girder of overall length from 12.00 to 22.00 meter after removing track ballast, excavation earth on properly prepared wooden / cc cribs supports as per 1 the approved scheme of launching, Railway drawing and specifications, by contractor's own tools, plants, machines, labour, equipments etc. The work includes fixing of track i.e. wooden sleepers and rails to railway specifications and standards on the relieving girder and necessary adjustments in the longitudinal and cross levels after insertion of the relieving girder in track to maintain safety of trains on the relieving girder and it approaches.
14
256697
3593763.6
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Delaunching of Railway's 12.00 to 22.00 meter long relieving girder from bridges andstacking at bride approach with contractor's labour, trailer, cranes, derricks, tools and plants, equipment, consumables etc. complete as per specifications, special condition and detailed scope of work furnished in the tender and as directed by the Engineer - In Charge. Note: 1) Dismantling of the overlaying track shall be paid through other relevant item. 2) Each girder consists of two cross braced lengths.
14
79847
1117858.7
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Removing of existing track including removing rails, sleepers and ballast with all contractor's materials, tools, plants and labours. This work is to be to carried out during traffic block for each bridge. (BG)
416
155
64575.68
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Laying of track on newly laid box including filling of ballast, laying of PSC sleepers, rails, lifting and packing of track to met out longitudinal alignment, gauge, level of approaches to make track fit for 20KMPH. (BG)
416
162
67649.92
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Erection /Assembly of fabricated steel structure with all contractors labours scaffolding , tool , plants, including provision of service bolts and drilling holes as per requirement in existing members for erection as directed by Engeer incharge.
854
4139
3535406.28
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Dismantling / de-assembling of steel work on bridge without damaging any component of the spans.
854
1899
1622565.84
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Providing & Casting of precast RCC box segment of Grade M-30/35 at suitable locations as per approved drawing with 20mm crushed stone aggregate including formwork, shuttering, staging, mixing, placing, vibrating, cutting, bending & biding of reinforcement with 7 contractors annealed galvanized binding wire of 16 SWG, labour & all incidental charges (staging, shuttering, cutting, cranking & binding of reinforcement shall be done as per specification, approved drawing & direction of Engineer-in-charge including all materials, including cost of cement, all tools & plants, equipment, lead & lift, loading, unloading etc. complete as directed by Engineerin-charge and transporting to bridge site. (Excluding cost of steel).
368
7625
2806077.28
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Supplying, providing, laying & fixing 5mm thick concrete canvas (flexible concrete impregnated fabric that hardens when hydrated to form a thin, durable water proof and fire resistance concrete layer within 24 hours) in the joint of RCC box segments of the small opening bridges on Main / Branch line and subway/limited height box subway and other required works under SEC Railway, Nagpur division Note : 1) Contractor shall submit all relevant test certificates of the material. 2) The 8 adopted rates are deemed to include all taxes (GST) (direct & indirect), royalty, octroi etc. of central government /state government / local body etc. and all the incidental charges. 3) Mass or unset concrete canvas should be 7 kg / sqm. and density (unset) should be 1500 kg /m3. 4) The rate includes all the cost of lead, lift, loading, unloading all type of transportation, ascent, descent crossing of railway track, road, Nullah wherever required and execution under traffic block with all contractor's labour, material to complete in all respect. 5) The work to be executed as parallel activity during launching of segmental boxes for bridges / LHS under traffic block.
70
4061
284293.1
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Pushing RCC Box of size (Br. NO.138, Barrel length mtr.=14.50 Box Size =2.0 m x 1.8m) (Br. NO.133, Barrel length mtr.=15.10 Box Size =2.0 m x 1.8m), (Br. NO.130, Barrel length mtr.=14.00 Box Size =2.0 m x 1.8m), (Br. NO.126, Barrel length mtr.=16.00 Box Size =2.0 m x 1.5m), (Br. NO.129, Barrel length mtr.=14.30 Box Size =1.83 m x 1.432m), (Br. NO.121, Barrel length mtr.=14.00 Box Size =2.0 m x 2.11m), (Br. NO.117, Barrel length mtr.=15.00 Box Size = 1.8 m x 1.8m), making all necessary arrangements of sufficient number of jacks and its consumables like 9 hydraulic oil etc. arrangement for electricity, Generator minimum 30 KVA, arrangements for smoother pushing work, if any, together with all labour and material. The rate includes the cost of operating the jacks, protection of track for any variation in the track geometry, stabilising the earth using bentonitc or other protections. Necessary arrangements like gunny bags filled with sand shall be made to deal with any unexpected requirements. The contractor has to utilise the thrust bed prepared for the purposed of pushing as per directions of Engineer-In-Charge. No additional payment shall be made for skilled or unskilled labour used in the item. The rate includes the cost of designing the trust bed. The payment for construction of trust bed and RCC box shall be made under relevant USSOR items. The design of the trust bed shall be finalised only after the approval of Engineer - In - Charge.
102.9
7477
769394.62
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Twisted steel / deformed bars Gr. Fe 500 (TMT Bars or HYSD Bars.)upto 12mm dia 2
221
4472
1104248.41
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Twisted steel / deformed bars Gr. Fe 500 (TMT Bars or HYSD Bars.) over 12mm dia.
331
4446
1644517.7
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