Eastern Railway Tender
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Eastern Railway - ER Tender
Bridge Construction
Civil And Construction
Ireps
Opening Date6 Sep 2024
Closing Date27 Sep 2024
Tender Amount₹ 10,90,46,377
Costs
EMD
₹ 6,95,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Replacement Of Girders Of Bridge No. 209 Over Dn/hbc And Dn/main Between Stations
Description
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Contact
Tender Id
178_2024-25-HOWRAH DIVISION-ENGG/EASTERN RLYTender No
178_2024-25Tender Authority
Eastern Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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Dismantling of existing girders under traffic block by contractor's own means as per approved scheme taken all safety precaution. The rate includes cost of all tools & tackles, scafoldings, temporary 4 stagingcranes/heavy machineries, all cost of labours for dismantling of girders, removal of girders at a safe distance, stacking, erection of temporary staging and their dismantling etc. The rate shall also include cost of transportation of loose dismentled materials, if any, to the BESY or to the store of SSE/BR/HWH as per instruction of the Engineer In-charge with all cost of labour, lead, lift, crossing lines etc. required to carry out the work.
560
13128
7351680
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Assembling,Erection/ launching of febricated steel girders over temporary staging with initially drifts,bolts and nuts in proper line , alignment mantaining design camber and finally by bolting with HSFG bolts , nuts plain washers & DTI washers as per latest specification of RDSO.The rates includes cost of all labours, materials, tools and equipments, consumables, supply ,febrication/construction of any temporary including their support / arrangement dismantling after erection.Note: i) The Launching scheme and temporary support /staging 5 arrangement should be submitted by the contractor to Railway for approval before commencement of erection of girder.(ii) While executing work,safety of traffic on existing lines will have to be ensured as per extend rule and tender condition.Speed restriction board if required shall be supplied by the contractor free of cost.Further in case of any damage to any member during assembling and erection the members will be rectified /Replaced as per instruction of site -In -charge.(iii) Payment for erection will be made after passing the girder by railway considering camber,alignment,quality of HSFG bolts and all other dimension given in RDSO approved Drg. with their tolerances.Note for HSFG bolts is same as in Item no 1.
659
18419
12138121
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Drilling of 45/50 mm dia hole up to a depth of 600 mm in RCC/ masonry by power driven drill 6 without damaging the existing concrete / masonry on pier & abutments with or without traffic block . The rates includes contractors labours, materials, tools & Plants etc. &other consumable required to carry out the work complete in all respect.
128
506
64768
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Supplying, fabrication & fixing of H.D. Bolts as per approved drawing up to a length of 600 mm 7 along with nuts, washer etc. The rate is inclusive of grouting the holes with epoxy compounds as per instruction of Engineer In-charge. The rate includes contractor's labours, materials, Tools & Plants etc. & other consumable required to carry out the work complete in all respects.
128
1850
236800
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Supply, fitting, fixing of 6mm thick 620mm wide chequered MS plate on pathway of girder bridges with all necessary fittings, including cutting, bending, fabricating, welding complete in all respect with contractor's materials, labour, lead, lift, transportation, freight, taxes etc complete in all respects.
140
4625
647500
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Trolleying rail by rail dolley upto 1KM or part there off including crossing of lines, platform,ascent, descent, keeping without infringement as per instruction of site in charge.
300
17
5100
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Dismantling of track structure from the old girder, stacking them properly and depositing the same to nearest P.Way store as directed by the site in charge.
220
264
58080
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Linking of track including Guard rail over new girder as per relevant position in IRPM.
220
261
57420
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Cutting of rails 90R/52Kg/60Kg inside or outside of the track for provision gap in the rail section for erection purpose. The rate shall include all labours, tools & tackles etc required to carry out the work complete in all respect.
68
57
3876
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Drilling holes in 90R/52Kg/60KG rail inside or outside of track for provision of fish bolt for erection purpose. The rate shall include all labours, tools & tackles etc required to carry out the work complete in all respects.
204
50
10200
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Lifting of Track upto 150mm
1000
40
40000
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Three round consolidation packing with cotractors men, tools, plants etc. complete in all respect as per instruction of site incharge. [Per Sleeper means Per sleeper per packing]
4500
16
72000
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Changing rail at 13 m length or less in running track as per direction of site in charge. The payment shall be considerd as one side of track only.
130
45
5850
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Transporting of C.C.Crib or any other heavy materials including loading and unloading of the materials with contractor's men, tools and plants etc from SSE/BR/HWH,s store to worksite or back.
8000
44
352000
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Hiring charge of 5 KV generator set including fuels, lubricating oils,operation and maintenance with lighting arrangement with 6 nos 500 watt halogen 2 nos point fixing complete in all respect.
120
385
46200
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Filling of ballast/sand/stone dust eyc into empty cement bag and placing/spreading the same at any location under the bridge as per instruction of Engineer in charge.
2000
20
40000
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Supplying and application of levelling coarse with epoxy morter of Dr fixit pedigrount EG-3 of M/s Pidilite Industry Ltd/ Sikadur 53 or similar of minimum thinckness 25 mm to provide even bed for fixing bed plate
16
15229
243664
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""Fabrication, manufacture, supply of galvanised 'H-Beam' steel sleepers made out of the materials as per the specifications given and as per the approved PCE's drawing / RDSO Standard drawing, fixing on the nominated girder bridges with maximum clear spacing of 400 mm as per the instruction of Engineer In-charge including supply, fixing galvanised zero toe load fastening as per approved drawing, MS canted base/bearing plate, Special liners, rail pad with embedded steel plate, elastic rail cleat, elastomeric pad / rubber pad, hook bolts etc including welding, riveting / drilling holes where ever necessary with all contractors labours, tools, plants 21 machinery, transportation to bridge site, lead, lift, loading and unloading etc. complete and or as directed by the Engineer In-charge. Note : i) ISHB-200 sleeper should be made of standard rolled section and MS Plates confirming to IS: 2062 Gr-B Fully Killed and normalized . ii) Galvanized should be done after welding MS Pad plates to H-Beam sleeper. (iii) The elastomeric Pads of steel sleepers shall be procured from RDSO approved sources only and shall be inspected by RDSO and used only after RDSOcertification or as directed by Engg in charge. The list of RDSO approved firms can be ascertained at the time of execution. (iv) The fitting of H-Beam steel sleepers shall be inspected by RDSO/RITES or as instructed by Engg in Charge. Contractor will have to arrange for all the inspection/ testing at their own cost." "
352
26863
9455776
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Brick work with modular bricks of class designation 7.5 in foundation and plinth in : Cement Mortar 1:4 (1 cement : 4 fine sand)
6
2615
19489.67
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Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level :
5
151
943.93
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix3 Cement Concrete M35 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 10 M from foundation top level, including finishing, Using Admixtures in recommended proportions ( as per IS 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra Approach slab at formation level, Dirt wall/ ballast wall at formation level 252040 3.00 MT 7302.50 21907.50 24.21 27211.31
5
2613
16233.56
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Ordinary Portland Cement grade-43
3
7302
27211.31
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15 mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement: 4coarse sand)
49
74
4540.37
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Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification Epoxy Grout
500
919
570980.95
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting
150
37
6929.05
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Schedule- A & B (Excluding 3% ST & VAT)
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-3271391.3
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