South Central Railway Tender
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South Central Railway - SCR Tender
Civil And Construction
Ireps
Opening Date14 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 7,96,67,911.83
Costs
EMD
₹ 5,48,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
35-CAO-C-SC-2024-SCR-CONST-HQ-ENGG/SOUTH CENTRAL RLYTender No
35-CAO-C-SC-2024Tender Authority
South Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, 4 unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. In hard rock requiring blasting
38940
344
13395360
Providing and laying in position Plain cement concrete of specified Nominal Mix for 5 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
500
2593
1296525
Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.
260
231
60260.2
Centering and shuttering including strutting, propping etc. and removal of form for : All 7 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
3230
605
1957347.7
Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms. Above 150 km up to 200 km
110
965
106238
Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete 9 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
1300
630
819403
Assembling and erecting pre-fabricated structures, such as columns, beams, girders, 10 other members of FOBs and sheds; including leading all structural elements within 1 Km lead, bolting, riveting or welding as per approved drawing or as directed by Engineer In-charge. Rate shall include cost of labour, materials, tools & plants and only pre-fabricated structural elements shall be given by Railway. (Work not requiring traffic or power block). 11
110
7464
821137.9
Extra over item no 041300, if the work is to be executed under traffic or power block.
110
228
25107.5
Arranging labour as and when required by the Engineer in charge, for various works 12 under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge.
720
606
436384.8
EARTH WORK // Earth work in excavation by mechanical means (Hydraulic 1 excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil
500
205
82180
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 2 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources)
915
6670
4882623
REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete 3 work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 degree up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
40
11291
361318.4
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete
300
307
73908
REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing 5 strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum
160
8683
1111526.4
REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing 6 strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum
60
10306
494697.6
FLOORING // TILE FLOORING // Chequerred precast cement concrete tiles 22 mm thick 7 in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). // Ordinary cement without any pigment
240
928
178272
FINISHING // Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: // In two coats
180
967
139370.4
FINISHING // 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand): // 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement mortar 1:4 (1 cement : 4 fine sand).
2000
17
20
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)
230
2007
369306.4
ROAD WORK // ROADS // Preparation and consolidation of sub grade with power road 11 roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
2950
180
425980
ROAD WORK // CONCRETE PAVEMENTS // Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, 12 laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). // Cement concrete prepared with batch mixing machine
510
9492
3873103.2
ROAD WORK // MISCELLANEOUS // Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification 13 including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
440
2803
986884.8
NEW TECHNOLOGIES AND MATERIALS // REPAIR AND REHABILITATION ITEMS // 14 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
120
820
78796.8
Supply and using Cement at Worksite Ordinary Portland Cement 53 grade of approved brands/makes
160
7258
1161329.6
REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more.
23280
89
1669641.6
REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more.
9200
89
659824
STEEL WORK // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
3000
93
223320
STEEL WORK // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
35000
111
3134600
STEEL WORK // Steel work in built up tubular (round, square or rectangular hollow 5 tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished welded type tubes 6
10000
154
1239200
STEEL WORK // Providing and fixing bolts including nuts and washers complete.
3400
140
381208
ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 7 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm)
170
450
61281.6
ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 8 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Gutter (600 mm over all girth)
50
1110
44424
Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish 1 plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. Fish plates with 4 fish bolts.
210
189
39767.7
Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : Rail section of 52Kg and above
100
110
11077
Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 3 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ. Under Conditions not requiring Traffic Block
4
5969
23879.52
Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in- charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores. 1 in 81⁄2 Turnouts
-
-
4
Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/ trap switches to required level to provide full ballast cushion as per approved drawings after initial laying with Railway's stone ballast in 5 convenient stages including one round of through packing after completion of final stage of lift, levelling, aligning, gauging and boxing to standard profile to make it fit for 20 kmph with all lead and lifts, complete in all respect and as directed by the Engineer-in-charge. Note: 1. The item shall be used only when UNIMAT is not available for the work before the turnout is opened for operation. 2. Leading and dumping of ballast will be paid separately under relevant item. For 1 in 81⁄2 Points & Crossing
4
6796
27186.88
Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM 6 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.
979
22
22184.14
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. 7 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 40 km and up to 50 km
2870
1118
3210037.6
Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish 8 plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge.
60
157
9453.6
Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in-charge for 9 linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the contractor. (2) Excavation and concrete work, if required, will be paid separately. With Rail pegs
33
120
3977.82
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 10 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.
2870
44
128030.7
Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, 11 placing of rails over sleepers and fixing rails to sleepers with all types 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. For sleeper density of 1660 sleepers per km
979
255
250457.57
Preparation of completion drawings of yard in AutoCAD, showing all the details, such as circulating area, approach road, platform shelter, platform, FOB etc., showing relevant particulars to 12 appropriate scale as per IR's Engineering Code on approved quality, transparent media as per detailssupplied by Railways, including submission of check print for proof checking, duly incorporating the suggested corrections and modifications and supplying the final plot on approved quality & transparent media with six copies of ammonia prints complete and soft copy, as directed by Engineer in-charge Note: (i) Drawings shall be prepared by using latest drawing making softwares AutoCAD, Work station etc. and printing shall be done on high end latest plotters. (ii) Stage Payment - (a) For check print - 40% (b) For Paper tracing - 40% (c) For Ammonia print & soft copy - 20%. Completion drawing of way side station
3
2642
7927.29
First or Second Through Packing of track of all sleeper density including giving a 13 general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1660
979
118
116275.83
Third or subsequent Through Packing of track for all sleeper density including picking 14 of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1660
979
91
89441.44
Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for 15 one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted. 1 in 81⁄2 Turnout
4
717
2869.08
Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in-charge. LWR / SEJ Board
2
150
300.5
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 17 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
200
212
42440
Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering 18 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
840
50
42462
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.
150
105
15813
Loading of tongue rail, stock rail, switch assembly and crossings of any section and 20 length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre. In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer.
36
104
3755.16
Unloading of rails of any section and length up to 13 metre, in neat manner for Railway 21 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.
150
78
11712
Loading, leading and unloading of all types of P.Way fittings and all other 22 miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by roadvehicles 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
26
655
17046.64
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 20 Km and up to 30 km
150
228
34258.5
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 50 Km and up to 100 Km
750
556
417637.5
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 25 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
630
76
48226.5
Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material 26 train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 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
80
79
6356
Spreading of New / SH , normal or wider base PSC sleepers from stack along track on either side for different leads with all lifts by any means. For a lead up to 500m
1630
59
97522.9
Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and 28 length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres. From Truck / Trailer
36
105
3808.08
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 29 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)
6
1056
6336
Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including 30 bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately.
2
14080
28160.92
Designing,supplying ,fabricating & providing of Trapezoidal roll formed deck sheeting profiles made of galvanised steel troughed metal decking plate over cross girders /supports for cast- in-situ deck slab of ROB,thickness of deck plate shall be 1.00mm (minimum) and shall serve as 1 permanent shuttering to deck slab of 250mm(maximum) thickness measured over crest of metal decking and shall have adequate strength to support to the weight of green concrete and imposed loads during concreting over a span of 2000mm between supports,deck sheets to be embosed to facilitate enhanced sheet to concrete bonding with contracors all materials,men ,equipment,tools & plant, fixing arrangements, all lead & lift and the work to be carried out above railway properties as directed by the Engineer-in- charge.
260
1287
334835.8
Provision of wooden venetian Blinds thickness of 15mmX3mm mfd with lamination, manual operation with all contractors material, lead lift, taxes and labour charges as directed by Engineer-in- charge of site.
120
445
53414.4
Supplying and fixing colour coated sheets of aluminnium zinc alloy (Galvalume) 150Gms per ASTM A 792 or 1397 in roofing, side cladding, not less than 0.5mm total coated thickness (over all). The material shall have yield strength of 550 Mega Pascal (MPA) for sheets in roofing, in 3 capping (ridges) valleys (Flashing) barge boards etc., with one crest width in including Lip as side lap and 150mm as longitudinal lap for each sheet with fixing accessories like self drilling screws, caps having EPDM (Ethylene Propylene DI Monoma) washer, PVC caps of matching colour with roof sheets duly coating the sheets with top polyster coating of thickness 20 microns over primer (finished side) back coat back sides of 5 microns each duly getting the colour scheme of sheets approved including all lead and lift and handling, transportation, Installation etc.,
800
671
536800
Mural graphic or Artistic painting depicting the local heritage and culture on walls, ceiling and other surfaces as per the requirement and as directed by Engineer in charge at site.
1330
1313
1746290
Providing and Laying Lapotra finish Granite stone flooring with 30mm thick stone slab in required design and patterns in linear as well as curvilinear portions of the building all complete.
160
4698
751790.4
Providing and fixing dry cladding upto 10 meter heights with 18mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m fixed to structural steel frame work and or with the help of cramps, pins etc.
25
4457
111425
Extra for bending of tubular structural steel into aesthetically pleasing canopys, roofs on station buildings to match with architectural design including design machinery engage skilled labour, shop drawings, transport to and fro from the factory.
10
33805
338050
Partition - 5: Providing and fixing of dry wall partition with tile cladding . Partition shall consist of 50mm x 50mm Aluminium frame 2ft x 2ft c/c with 12mm Ply and 12mm Gypsum Board on one side and the other shall have 18 mm Ply finished with tile 600mm x 1200mm Marble tech 8 Travertino Bronze - Kajaria Eternity. Test method ISO 10545. Simpolo, Somany & Nitco equivalent manufacturers. Tile shall be fixed with laticrete/Adhesive. 3 mm joints shall be epoxy grouted with all contractors labour, tools, machinery, fittings, all lead & lift, transportation etc. The work should be carried out as per the detailed drawings submitted by Railways and Instructions of Engineer In charge at site.
20
9561
191220
Supplying, Providing and fixing Paneling to all round the door on wall and door frame / shutter of desired size using 12mm thick PLY MR grade of make similar to Gurjan duly treating the ply wood surfaces with approved anti Termite treatment and externally covering with 4mm thick Teak wood veneer and Flush door of 30mm thick with teak wood lipping on all edges and finished with 4mm 9 thick Teak wood veneer on both sides. The door shall be provided with handle with Premium Mortise lock similar to Godrej make, Model Alpine Product Code 7720.and door closer similar to godrej make, Model similar to Product code-1938 and Stainless Steel Tower Bolt of Size 250x10mm and stain Less steel Door Stopper including repairing the existing Door Frame by filling the depressions with paste of Fevicol and Saw dust and covering the grove with teak wood lipping. All the Veneered surfaces of frame and shutter to be polished with Melamine polish etc., with all contractors material, labour, tools and transportation, lead ,lift and taxes if any as per the instruction of Engineer-in-Charge at site.
70
15787
1105090
Supplying and fixing premium quality Table top Wash Basin of size 485X370X110 mm 10 or desired size, colour Snow White of standard make: Parryware / Johnson / Hindware/ Jaquar as desired by Engineer in charge with all contractors transportation, materials, tools, adhesive, labour, lead, lift , taxes etc completed and as per the instructions of engineer in charge at site.
6
8866
53196
Fabricating assembly in situ G3 (L) type glued insulated rail joints for broad gauge 60 Kg with all contractor's materials to and from transportation of material, octroi etc., complete in all 11 respect RDSO/T-2572 with 6mm thick end post including rail cutting, cleaning of ends, drilling of rail end holes of chamfering during condition not requiring traffic block period i.e., as per manual Glued Insulated Rail joint Rev. 1998 with up to date correction slip etc., complete with all materials, labour, machinery, consumables as per the direction of Engineer-in-Charge.
100
21816
2181600
Supply and fixing of Inauguration plaques of size 7.5'x4.0' of 1.2mm in three languages at nominated place with all material, labour, lead and lift and as directed by the Engineer-in-charge.
-
-
12
HORTICUTURE AND LANDSCAPING // Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
400
515
206240
FOLIAGE AND SHADE LOVING PLANTS // Providing and displaying of Araucaria cookie having ht. 1.80 m to 1.95 m, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
100
563
56375
FOLIAGE AND SHADE LOVING PLANTS // Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge.
50
592
29622.5
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