South East Central Railway Tender

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South East Central Railway - SECR Tender

Works
Civil And Construction
Bridge Construction
Ireps
Opening Date14 Feb 2025
Closing Date12 Mar 2025
Tender Amount₹ 1,10,71,55,764.84 
Notes
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AI Insights

Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Available Bid Capacity = [A x N x 2] - 0.33 x N x B Where: - A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) - N = Number of years prescribed for completion of work for which bids have been invited - B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender. Alternatively, the bid capacity required is: 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 For tenders having advertised value more than Rs.20 Crore, the tenderer will be qualified only if its available bid capacity is equal to or more than the total value of the present tender. In case of a Joint Venture (JV) firm, the arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement.
Technical Capacity
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The required prior work experience for the bidder includes successfully completing or substantially completing any one of the following categories of work(s) during the last 07 (seven) 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 Joint Venture Firms, each non-lead member of JV must have satisfactorily completed or substantially completed during the last 07 (seven) years one similar single work for a minimum of 10% of the advertised value of the tender. The bidder must submit documents such as a work experience certificate, work order, bill of quantities, and payment details to support their prior work experience. 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 bidder should also submit a certificate of completion/substantial completion of similar nature of works, including details such as scope of works, date of award, completion period, actual date of completion, value of work, and value of completed works. The value of work as per the original agreement or revised sanctioned value, if any, should be mentioned, along with the value of completed works and the final bill prepared or paid, along with the amount. The local content percentage in the material being offered should be entered, with 0% for fully imported items and 100% for fully indigenous items. The bidder must have a minimum average annual contractual turnover of 'V/N' or 'V' whichever is less, where V is the advertised value of the tender in Crores of Rupees and N is the number of years prescribed for completion of work. The tenderer must submit a work experience certificate issued by a Public listed company, along with proof of having average annual turnover of Rs.500 crore and above in the last three financial years. The bid capacity is calculated as Available Bid Capacity = [A x N x 2] - 0.33 x N x B, where A is the maximum value of construction works executed and payment received, N is the number of years prescribed for completion of work, and B is the existing commitments and balance amount of ongoing works. The financial eligibility criteria for the bidder include a minimum average annual contractual turnover, and for a Joint Venture firm, the lead member's financial capacity must not be less than 51% of the financial eligibility criteria. The required prior work experience for the bidder is supported by a work experience certificate, along with a relevant copy of the work order, bill of quantities, bill-wise details of payment received, and other documents. The bidder must submit details of ongoing works and works awarded but not yet started, with a 'NIL' statement if there are no works in hand. The available bid capacity of the tenderer shall be assessed based on the details submitted, and if it is lesser than the estimated cost of work, the offer shall not be considered. The values and percentages mentioned include 30%, 40%, 60%, 10%, 90%, and Rs.500 crore.

Costs

Description

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BOQ Items

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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 2 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. Hard rock (blasting prohibited )

3606.94

1127

5888828.21

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Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out 3 water, by percussion drilling using Direct Mud Circulation (DMC) or Bailor and Chisel technique by tripod and mechanical Winch machine, complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement and permanent casing pipe (if any ) shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile cap. 3. 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. 1200mm diameter

1308

5678

10750929.23

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Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. 1200mm diameter pile

654

4628

4381705.42

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Providing, fabricating and installing permanent casing pipe for bored piles for all 5 diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only.

154.76

111682

25016896.25

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Conducting load test of a single pile up to specified capacity in accordance with IS:2911 6 (Part-IV) including installation of loading platform and preparation of pile head or construction of testcap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Initial load test above 100 ton and up to 250 T capacity pile

4

86365

500024.3

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Conducting load test of a single pile up to specified capacity in accordance with IS:2911 7 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton

24

5021

174440.76

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Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and 8 machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge.

138

3028

604826.34

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Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 9 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.

249.39

2917

1053121.47

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Providing and laying in position Plain cement concrete of specified Nominal Mix for 10 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 : 1:11⁄2:3 (1 Cement: 11⁄2 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

970

2785

3911061.51

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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 aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, 11 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.

4671.48

2919

19743445.21

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Centering and shuttering including strutting, propping etc. and removal of form for : All 12 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

4150

663

3985872.55

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Driving rails 90R/52 Kg section below average ground level within the slope/toe of 13 embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

6500

107

1014851.75

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Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or 14 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.

2925

881

3731661.71

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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 refuges etc., complete as per approved QAP 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 only. 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% Plate Girder/Semi Through Girder/Composite Girder (Steel Work)

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1

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Assembling and erection of fabricated Steel girders o n bearings at site with crane/derrick / any other approved means at site on sub structure with labour, equipment, T&P 2 including site bolting with all temporary arrangements, scaffolding etc. with contractors design and scheme for longitudinal launching/side slewing (not requiring traffic block) approved by Railway. Rate includes drifts, service bolts, Holding down bolts etc. as per drawings. Note: Payment for HSFG bolts used if any will be made separately under relevant item. Plate Girder/Semi Through Girder /Composite Girder more than 12.2 m span

2966

15705

52927725.26

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Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete.

67500

194

14910750.27

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Supplying, Fabricating and fixing access ladders, inspection platforms, Trolley refuges 4 etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item.

360

102400

41884938.15

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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 5 (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. On new girder during fabrication

37333

675

28645133.86

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Providing and fixing various size HTS holding down bolts conforming to relevant 6 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. With epoxy concrete grouting.

744

138

116706.65

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Supplying & fixing Gang pathway of MS /Stainless Steel chequered plates between guard rails on un-ballasted deck bridge for gang pathway, overlapping at regular intervals of 2m to 2.5m with bolts duly drilling holes in chequered plate, as directed on new bridge or replacement of 7 existing gangway on old bridge including removal of old chequered plates and stacking near approaches of bridge clear from all infringement.. Note: Overlapping of chequered plates shall not fall in between sleepers. Anti skid Stainless steel chequered plate of 409 M Grade as per Specification ASTM A240 SS and Pattern conforming to BIS 3502 with average thickness of 3.5 mm with bead height of 0.8 mm min thick - on New Bridges

67824

222

17148524.26

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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. All kinds of soils

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1

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Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types 1 of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking.

2000

401

1094999.62

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Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing 2 of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot.

4

3548

19376.07

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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 same to 3 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.

2000

171

468618.55

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Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering 4 with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. Outside Track

900

53

65218.33

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Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering 5 with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. On Running Line

100

68

9418.51

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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 6 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 - Outside Track

400

224

122818.85

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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 7 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

100

287

39279.53

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Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm 8 duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately)

10

1063

14515.63

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Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to 9 type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

5

6311

43085.44

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Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted 10 on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

6

5430

44480.1

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Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted 11 on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

5

7632

52099.1

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Fabrication, supplying and fixing 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 12 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded in ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In charge Note: Excavation & concrete work will be paid separately.

4

3355

18325.79

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25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed 13 by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor. For 60 Kg/60EI - R260 grade Rail 143012 30.00 Each 147.57 4427.10 36.52 6043.88

30

5089

208439.01

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Carrying out USFD testing of Flash Butt (FB) & Gas Pressure (GP) welds on all types of rails using 2 single crystal 45° (2 MHz) for head testing and one single crystal 70° (2 MHz) probe for web & flange testing by NBC (Need Based Concept) method under traffic conditions as per provisions of IR's "Manual & Specifications for Ultrasonic Testing of Rails and Welds" & related instructions, duly marking the defects, submission of daily reports and storing back-up data as specified & directed. The rates are inclusive of contractor's men, materials & machines complete unless otherwise specified and directed. Track having more than 3 rail panels - With Contractor's USFD machine :

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14

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Unloading of all type of rails of length 130 metre and beyond from end unloading rake 15 and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work. Not involving traffic block

2000

23

64956.22

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Shifting & pairing of rails / panels unloaded alongside existing running track to adjoining formation of a new line including crossing of one track, duly lifting & pushing rail / panel 16 without damaging it and taking all necessary precautions, so as not to infringe the running track, as directed by Engineer in-charge. Note: The rail barricading, if disturbed during working, should be restored to its original condition by the agency including re-fixing & concreting as required. For rails/panels of more than 40m length - Under Conditions not requiring Traffic Block

4000

29

160875.17

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Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer.

500

128

87434.23

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Unloading of rails of any section and length up to 13 metre, in neat manner for Railway 18 usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner. From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer.

500

94

64471.57

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Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) 19 or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. In Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer

3400

100

465653.34

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Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental 20 material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. From Truck / Trailer

3400

91

425734.89

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Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 21 vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead up to 5 Km

1700

53

124652.32

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Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 22 vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 5 Km and up to 10 km

1700

94

219087.3

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Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 23 vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 10 Km and up to 20 km

1700

149

347012

... More
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 24 vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 20 Km and up to 30 km

1700

216

502044.11

... More
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 30 Km and up to 50 km

1700

308

716327.27

... More
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 26 vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 50 Km and up to 100 Km

1700

508

1180820.18

... More
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 27 vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 100 Km and up to 150 Km

1700

809

1878743.19

... More
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 28 vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Extra for every Km per MT beyond 150 Km over item no. 172057

1700

3

7148.19

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 29 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead up to 5 Km

15

163

3355.53

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 30 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 5 Km and up to 10 km

15

204

4188.98

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 31 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 10 Km and up to 20 km

15

259

5317.73

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 32 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 20 Km and up to 30 km

15

326

6685.66

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 33 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 30 Km and up to 50 km

15

418

8576.39

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 34 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 50 Km and up to 100 Km

15

618

12674.86

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 35 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 100 Km and up to 150 Km

15

919

18833

... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 36 material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Extra for every Km per MT beyond 150 Km over item no. 172047 085016 5800.00 cum 1269.19 7361302.00 36.52 10049649.49

15

3

63.07

... More
Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. When distance of nearest quarry is more than 50 km and up to 100 km

-

-

37

... More
Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form 38 consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in- charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface.

5800

42

335413.26

... More
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 broken / missing fittings 39 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 day time block working

6000

18

149817.05

... More
Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM 40 including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

2000

25

68969.9

... More
Supply and using Cement at Worksite Ordinary Portland Cement 43 grade approved brands/makes 025072 500.00 MT 8953.04 4476520.00 (-) 2

-

-

1

... More
Supply and using Cement at Worksite Pozzolana Portland Cement approved brands/makes

-

-

3

... More
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 1 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. Girth over 30 cm and up to 60 cm

400

337

134864

... More
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 2 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. Girth over 60 cm and up to 1.5m

150

932

139801.5

... More
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 3 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. Girth over 1.5m up to 3 m

50

1857

92866.5

... More
Execution of all work connected with above work covered under USSOR-2021

-

-

45000000

... More
Execution of all work connected with above work covered under CPWD DSR-2021

-

-

5000000

... More
Supplying and fixing of approved quality elastromeric bearing/rocker and roller bearing confirming to relevant RDSO's Drgs including saddle bolts including all taxes, lead, lift complete as per 1 the approved drawings and specifications ., Note: 1. Work is to be done strictly in presence of Railway's authorised representative. 2. The bearing shall be taken from reputed RDSO approved firms in consultation with Engineer-in-charge at site after inspection andclear by 3rd party RITES/KRCL/CIEL. 3. insepection charges for 3rd party born by agency.

90

169056

15215048.1

... More
STUD SHEAR -Connector - supplying,manufacturing,fabrication, testing and welding with welded by STUD welding machine(with all contractor consumable compatible with type of STUD on 2 composite steel girder confirming to IS:3935 -1966 of dia meter 25mm and height 200mm and as per RDSO number -RDSO/B-11758/1 with all alteration and as per approved drawing ofRailway and as per direction of Engineer-in charge inclusive allthe stud should passthe test prescribed inabove mentioned drawing.

84600

469

39703626

... More
Providing & fixing in position strip seal type expansion joint with a total allowable movement of 80mm ( 2x 40 mm) complete asper MOSRTH drawing &specifications as perclause 2607 to 2610 of MOSRTH specificationsfor road & bridge works including acceptance testing as specified with manufacturer'srecommendations.Entire installation is to be carried out strictly in the presence of manufacturer's representative only. Theseal of the expansion joint shall be such that so as not to permit any dust collection at all times. Note :- The item includes : i) Test of allmaterial, 3 labours,equipment & other incidental charges for execution of this item.Supervision during installation by the manufacturer is also included. ii) Installation & fixing expansion joints as per manufacturer's specification & design/drawing approved by the Railways including chipping of cement,cleaning of concrete & reinforcement bars leveling, necessary shuttering, pre setting,welding etc. iii) Item to include necessary provision & filling of recess for expansion joint at no extra cost.iv) The rate includes testing of completed & installed joints as per acceptance criteria of MORTH. v) The length payable is the actual length provided at site vi) 70% of payments on supply of joints against indemnity bond & 30% after fixing will be made.

300

36559

10967763

... More
Metallic guide bearing of size 500x500mm with stainless steel plate 3 mm thick 440x70mm, 2 mm weld PTFE 4.5 mm thick 430x70 mm pasted in 2.5 mm deep recess, Two coats Epoxy primer Enriched with Metallic Zinc, one intermediate coat of high, build epoxy finish paint Reinforced with MIO (Micaceous iron oxide) & one coat of high performance Epoxy finish paint as per IRC codes, Holes in top plates are 30 mm for 28 mm nominal dia property class 8.8 high tensile bolts as per IS 1:364. All holes for anchor bolts are 32 mm for 28 mm dia property class 8.8 high tensile bolts as per IS :138. PTFE sheet shall be pure poly tetra fluoro Ethylene, and shall be 4.5/5.0 mm thick having either Dimples (Hot pressed or moulded ) or modulus as per IRS 83 part - III. These shall be pasted in recess 2/2.5 mm deep in the bearing and the peel strength of glue to be used shall not be less than 4N/33. Materials to be used for pot, piston and top plate including all guides, lugs etc shall be of cast steel to IS - 1030:1989, Grade 340-570W. the design is in accordance with IRC -83 (part-III) 2002. This rate inclusive of packing charges, transportation charges (From workshop to Bridge site and including all taxes).

-

-

4

... More
Supplying and fixing in position neoprene elastomeric bearing pads of approved quality under the steel Girders inclusive of all labour and materials, cutting and drilling holes and lead, lift, 5 loading, unloading, ascent, decent, etc. complete. The size and thickness of the bearing pad shall conform to the detailed design calculation and drawing approved by the Railway. The rate includes the reinforcement plates/laminates in the bearing pad and the entire bearing acts as a single homogeneous block etc. complete. The elastomeric bearing should confirm to the provisions of IRC: 83 (Pt- II) with latest amendments. The rate also includes fixing of the bearing with adhesive mortar (if required) on bed block/pedestal.

1368000

1915200

1915200

... More
Testing of neoprene/elastomeric bearing at any of IITs/NITs /other reputed Govt. Engineering laboratories as per the instruction of engineer in charge.Tests are to be conducted as per IRC-83 (Pt.III) with latest ammendments.Note: Here Qty "Each" refers to "Each Test"

5

20503

102518.25

... More
Inspection charges of work by third party RDSO/ RITES/KRCL/CIEL or any other agency. Scope of third party inspection-generallly covering to these item viz. /I.e, Approval of item, before trial 7 assembly such as raw material records check, WPSS, WPQR, Various mechanical and chemical test reports. MTC/challan, Blasting/Metalizing and painting record acceptance of trail assembly, acceptance of Pre fabrication formalities like QAPWPS, WPQR and layout if any long SAW welds and segements of OWG/COMPOSITE GIRDER members, & short welds andsegments of OWG/COMPOSITE GIRDER members, & short welds on stiffeners and allied locations including acceptance of trial assembly

3000

3551

10653990

... More
Dismantling of concrete, stone masonry /rcc/Brick masonry and removing, stacking of serviceable material and disposing of unserviceble material within sectional limits.

1000

1083

1083900

... More
Providing & laying a layer of three dimensional cellular confinement system GEOCELL made of ultrasonically welded HDPE strips, which acts as a subgrade/subbase improving reinforcement 10 mat weld distance of each cell=356mm, depth of cell=150mm) between formation and track structure in bridge approaches as per specifications & conditions attached as per IS-17483. The rate is inclusive of all labour, materials, leads,,lifts crossing of tracks, transport, including all labour, fuel, tools and plants etc., complete. No payment for wastages will be made, and rate may be quoted accordingly.

4080

472

1926208.8

... More
Processing and obtaining clearances for diversion/acquisition of forest/revenue land, required for execution of work in this project. The scope of this item shall include. (a) For forest land i.) CA land identification and getting suitability certificate from concerned DFO. ii.) Conducting DGPS survey, report preparation and certification from concerned officer. iii.) Preparation of 10 year compensatory afforestation plantation project and it's certification. iv.) collection of necessary maps, documents, certificates etc. and preparation of proposal for diversion of forest land duly complying 44 point checklist as per FCA-1980. v.) Follow up of proposal, and it's forwarding for stage-I permission, from PCCF to state government. vi.) Follow up of proposal and it's forwarding for stage-I permission, from state government to GOI, and obtaining stage-I permission thereafter. vii.) Compliance of observations made in stage-I permission and submitting to DFO. Following up with Nodal officer for getting stage-II permission. viii.) Compliance of observations made in stage-II permission. ix.) Obatining working permission after stage-I for linear projects. (b) For revenue land- Prepartion of documents, maps, conducting surveys, making reports and follow up with concerned officials for acquisition of land as per the Indian Railway act-2008/RFCTLARR Act-2013/through direct negotitations under section-108 of RFCTLARR Act-2013; whichever applicable. Rate shall include all manpower, machinery, plants and tools required for execution of work. Arrangement for transportation of engaged official will be made by the agency.

-

-

11

... More
Supply of MM1018(Multy Metal) liquid filler for gap filling. Part No.1866 2

100

13900

1390000

... More
Supply of MM1018 Putty Fast rapid seal 2k CPI. Part No.2109

20

10675

213500

... More
Supply of Rapid metal glue P CPL. Part No.2425. Note: Here Qty unit "Numbers" refer to "Pkt" 4

16

3895

62320

... More
Supply of DIAMANT Cleaner Liquid. Part No.1417 5

15

1445

21675

... More
Supply of Flexible PE Hose 9x2 mm(Non reactive). Part No.1579 6

160

102

16320

... More
Supply of Shut-off valve 9mm with nozzle. Part No.1577 7

200

22

4400

... More
Supply of Hose Clamp 5/8"(Metal with Screw). Part No. 1576 8

650

9

5850

... More
Supply of Angle Adaptor. Part No.1594 9

200

340

68000

... More
Supply of Empty Cartridge 300ml. Part No.1573 10

125

110

13750

... More
Supply of mixing propeller. Part No.789 11

3

5840

17520

... More
Supply of Metal stick-QR stick steel. Part No.1761 12

16

3650

58400

... More
Supply of Adhesive Applicator Gun(Injection Gun). Part No.2194 & 8013

8

13115

104920

... More
Rail Project Management Information System (Rail-PMIS) customised to SECR(Con) with Cloud, Drive,Portal and Map licences , for monitoring Track projects, based on RCI Digital's reference 1 PMIS framework or similar with Work inspection & quality, DMS, DPR, Exception reporting, Dashboards & reports, workflow and role-based access control. (Payable 30% with the order on installation, 40% on initial release for usage in 2 months, 30% on final release in 4 months and implementation)

2

6594000

13188000

... More
Rail-PMIS implementation & user training for Track Projects, GIS configuration and remote advanced functional support to Contractors of the Projects over the SECR(Construction) Unit.

329.7

20000

6594000



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