Northern Railway Tender
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Northern Railway - NR Tender
Civil And Construction
Excavation
Ireps
Opening Date16 Dec 2024
Closing Soon10 Jan 2025
Tender Amount₹ 22,58,67,686.1
Costs
EMD
₹ 12,79,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Covered Shed Of Size 110x25 Mts With Provision Of Eot Gantry Along With 04 Coach Length Inspection Deep Pit For Sick Line Budgam (jammu & Kashmir)
Description
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Contact
Tender Id
DyCEC-JAT-BDGM-Sick-Line-DYCE-C-JAT-USBRL-ENGINEERING/NORTHERN RLYTender No
DyCEC-JAT-BDGM-Sick-LineTender Authority
Northern Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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EARTH WORK // Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. // All kinds of soil
4000
28
115077.2
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 5 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.5A 300.00 cum 5815.05 1744515.00 2.20 1782894.33
300
7365
2258154.99
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) )
-
-
6
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 7 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1500
6326
9697834.65
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns
700
307
220307.43
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering 9 including strutting, propping etc. and removal of form work for : // Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
400
669
273712.04
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Columns, piers, abutments, pillars, posts and struts
900
804
739749.15
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CONCRETE WORK // DAMP-PROOF COURSE // Providing & applying a coat of residual 11 petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
80
113
9308.38
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CONCRETE WORK // MISCELLANEOUS // Making plinth protection 50mm thick of 12 cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
600
631
387082.5
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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 13 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
3500
8683
31061952.6
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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 14 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 M30 grade with minimum cement content of 350 kg /cum
1000
10477
10708260.5
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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. 6.4.2 150.00 cum 8288.35 1243252.50 2.20 1270604.05
450000
89
41230035
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MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:6 (1 cement : 6 coarse sand)
-
-
16
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WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing wood work in frames 17 of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). // Sal wood
30
106720
3272061.26
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WOOD AND P.V.C. WORK // Providing and fixing glazed shutters for doors, windows 18 and clerestory windows using 4 mm thick float glass panes, (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. // Second class teak wood // 30 mm thick
60
4065
249296.46
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WOOD AND P.V.C. WORK // Providing and fixing 25 mm thick shutters for cup board 19 etc. : // Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: // 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
85
1881
163485
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WOOD AND P.V.C. WORK // Providing and fixing wire gauge shutters using 20 galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : // 30 mm thick shutters // with ISI marked M.S. pressed butt hinges bright finished of required size // Second class teak wood
85
3863
335635.28
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : // 200x10 mm
50
300
15358.1
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : // 150x10 mm
50
232
11870.53
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : // 100x10 mm
75
160
12287
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
45
723
33287.56
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass handles with screws etc. complete: // 125 mm
45
205
9432.55
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass handles with screws etc. complete: // 100 mm
65
189
12611.74
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
45
109
5040.5
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing aluminium die 28 cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 9.118.1 8.00 Sqm 1790.65 14325.20 2.20 14640.35
6
1025
6289.29
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WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing to existing door frames. // 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (+/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
-
-
29
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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.
4200
93
399407.82
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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.
650000
111
74368385
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STEEL WORK // Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the 32 end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. // 80x1.25 mm M.S. laths with 1.25 mm thick top cover
600
3008
1844996.16
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STEEL WORK // Extra for providing mechanical device chain and crank operation for operating rolling shutters. // Exceeding 10.00 sqm and upto 16.80 sqm in the area
600
1108
679854.84
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STEEL WORK // Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B 34 and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). // Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
2200
109
245412.86
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STEEL WORK // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
6500
88
587905.5
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STEEL WORK // Welding by gas or electric plant including transportation of plant at site etc. complete.
38000
3
132042.4
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STEEL WORK // Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
24000
142
3490334.4
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STEEL WORK // Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature 38 (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
2100
612
1314010.95
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FLOORING // 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 39 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cementhardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
4175
928
3962410.25
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FLOORING // TILE FLOORING // Chequerred precast cement concrete tiles 22 mm thick 40 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). // Medium shade pigment using 50% white cement 50% Grey cement
250
1160
296380
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FLOORING // VITRIFIED FLOOR TILES // Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% 41 and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. // Size of Tile 600x600 mm
250
1416
361954.08
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FLOORING // VITRIFIED FLOOR TILES // Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 42 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. // Double charge vitrified tile polished finish of size // Size of Tile 600 x 600 mm
20
1286
26298.1
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FLOORING // VITRIFIED FLOOR TILES // Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all 43 complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. // Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
80
3908
319583.49
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FLOORING // VITRIFIED FLOOR TILES // Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all 44 complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. // Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
40
2677
109472.55
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ROOFING // SHEET ROOFING // Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with 45 bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. // 0.63 mm thick with zinc coating not less than 275 gm/ sqm
3600
978
3598257.6
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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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS 46 designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). // 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
5050
936
4834402.37
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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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing 47 and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : // Precoated/mill finish aluminium Ridges plain (500- 600mm) 13.1.1 2600.00 Sqm 294.85 766610.00 2.20 783475.42
150
969
148624.35
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FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:4 (1 cement: 4 fine sand)
-
-
48
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FINISHING // Extra for plastering: // Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
2600
214
569437.96
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FINISHING // Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : // New work (two or more coats) over and including water thinnable priming coat with cement primer
3600
162
598053.96
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FINISHING // EXTERIOR FINISHING // Finishing walls with Acrylic Smooth exterior paint of required shade : // New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
2200
166
375145.54
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FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system 52 for interiors and exteriors using Primer as per manufacturers specifications : // Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
350
158
56856.42
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FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system 53 for interiors and exteriors using Primer as per manufacturers specifications : // Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
350
144
51830.73
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FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system 54 for interiors and exteriors using Primer as per manufacturers specifications : // Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
36000
140
5152719.6
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ROAD WORK // ROADS // Preparation and consolidation of sub grade with power road 55 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.
2500
180
461177.5
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ROAD WORK // ROADS // Supplying and stacking at site. // 90 mm to 45 mm size stone aggregate
200
1937
396045.44
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ROAD WORK // ROADS // Supplying and stacking at site. // 63 mm to 45 mm size stone aggregate
200
1624
332047.8
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ROAD WORK // PREMIX CARPET // Providing and applying tack coat using hot straight 58 run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : // On W.B.M. @ 0.75 Kg / sqm
2500
45
115486
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ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // 4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone 59 chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : // With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
2500
427
1092901.25
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ROAD WORK // SEAL COAT // Providing and laying seal coat of premixed fine 60 aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
2500
79
204016.75
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ROAD WORK // MISCELLANEOUS // Providing and laying factory made chamfered edge 61 Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. // 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
200
932
190572.34
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ROAD WORK // MISCELLANEOUS // Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in 62 required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. // 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
200
1011
206689.28
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SANITARY INSTALLATIONS // Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, 63 including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: // White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
3
5781
17725.62
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SANITARY INSTALLATIONS // Providing and fixing wash basin with C.I. brackets, 15 64 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: // White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
3
2040
6257.25
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SANITARY INSTALLATIONS // Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. // 10 litre capacity - White
3
1023
3136.67
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SANITARY INSTALLATIONS // Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. // Semi rigid pipe // 32 mm dia
3
90
278.85
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SANITARY INSTALLATIONS // Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. // Flexible pipe // 32 mm dia
3
104
319.94
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SANITARY INSTALLATIONS // Providing and fixing 100 mm sand cast Iron grating for gully trap.
5
45
231.23
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SANITARY INSTALLATIONS // Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design.
3
45
138.89
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SANITARY INSTALLATIONS // Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
3
1411
4326.59
... More
SANITARY INSTALLATIONS // Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 72
3
942
2888.63
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SANITARY INSTALLATIONS // Providing and fixing toilet paper holder : // C.P. brass
3
680
2087.33
... More
SANITARY INSTALLATIONS // Providing and fixing trap of self cleansing design with 73 screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : // 100 mm inlet and 100 mm outlet // Sand Cast Iron S&S as per IS: 1729 17.69.1 3.00 Each 103.00 309.00 2.20 315.80
3
1403
4302.98
... More
SANITARY INSTALLATIONS // Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. // Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms
-
-
74
... More
SANITARY INSTALLATIONS // Providing and fixing PTMT Bottle Trap for Wash basin 75 and sink. // Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
3
325
996.76
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, 76 having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. -Concealed work,including cutting chases and making good the wall etc. // PN - 16 Pipe, 20mm OD (SDR-7.4)
60
439
26974.67
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, 77 having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. -Concealed work,including cutting chases and making good the wall etc. // PN - 16 Pipe, 25mm OD (SDR-7.4)
120
501
61516.22
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, 78 having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. -Concealed work,including cutting chases and making good the wall etc. // PN - 16 Pipe, 32mm OD (SDR-7.4)
60
542
33241.57
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing 3 layer PP-R (Poly propylene 79 Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer- in-Charge. -External work // PN - 16 Pipe, 32 mm OD (SDR-7.4)
60
320
19659.19
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing 3 layer PP-R (Poly propylene 80 Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer- in-Charge. -External work // PN - 16 Pipe, 40 mm OD (SDR-7.4)
60
419
25708.41
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing 3 layer PP-R (Poly propylene 81 Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer- in-Charge. -External work // PN - 10 Pipe, 50 mm OD (SDR-11) 82
60
568
34866.55
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing PPR Unions // PPR Union 20mm 83
5
295
1511.28
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing PPR Unions // PPR Union 25mm 84
5
362
1853.14
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing PPR Unions // PPR Union 32mm 85
5
416
2126.53
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing PPR Unions // PPR Union 40mm 86
5
509
2605.08
... More
WATER SUPPLY // PP-R PIPES // Providing and fixing PPR Unions // PPR Union 50mm
5
764
3904.3
... More
WATER SUPPLY // Providing and fixing uplasticised PVC connection pipe with brass unions : // 45 cm length // 15 mm nominal bore
60
85
5224.46
... More
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm 88 deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : // With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
3
10102
30974.26
... More
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 20 mm nominal bore
5
289
1477.05
... More
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 25 mm nominal bore
5
369
1887.38
... More
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 32 mm nominal bore
5
409
2092.29
... More
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 40 mm nominal bore
5
523
2673.55
... More
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and 93 placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
5500
9
54523.7
... More
WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT bib cock of approved quality and colour. // 15mm nominal bore, 86 mm long, weighing not less than 88 gms
20
109
2245.33
... More
WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT pillar cock of approved quality and colour. // 15 mm nominal bore, 107 mm long, weighing not less than 110 gms
5
180
923.89
... More
DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : // 100 mm diameter
350
375
134405.77
... More
DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : // 100 mm diameter S.W. pipe
350
425
152237.12
... More
DRAINAGE // Providing and fixing square-mouth S.W. gully trap class SP-1 complete 98 with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: // 100x100 mm size P type // With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6
2453
15045.17
... More
DRAINAGE // Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement 99 mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : // Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : // With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6
11687
71665.3
... More
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.
130
120
15714.4
... More
Loading of tongue rail, stock rail, switch assembly and crossings of any section and 2 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.
70
121
8520.4
... More
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) 3 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
270
91
24748.2
... More
Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat 4 manner to departmental material train (DMT) 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/Truck / trailer where mechanical handling is possible and traffic block is not required.
130
121
15766.4
... More
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 5 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
500
854
427260
... More
Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 6 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
350000
3
1134000
... More
Unloading of rails of any section and length up to 13 metre, in neat manner for Railway 7 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.
203
90
18408.04
... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 8 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
50
986
49348.5
... More
Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous 9 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
35000
3
113400
... More
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 10 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
270
90
24451.2
... More
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 11 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
130
91
11901.5
... More
Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and lengthwith 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
70
118
8272.6
... 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: 13 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 100 km and up to 150 km
1000
2350
2350140
... More
Mechanical manufacturing and supply of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification 14 No. RDSO/2020/GE: IRS-0004 with latest correction slips including transportation to nominated place and stacking. Note: 1.This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation(s) in designed proportion to meet prescribed Specification. 2. Measurement shall be done as per Stack measurement.
1050
2019
2120244
... 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 15 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.
1000
46
46750
... More
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. Rail length up to 13m - Under Conditions not requiring Traffic Block
1805
18
33627.15
... More
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, 17 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 1540 sleepers per km
500
291
145960
... More
Fixing all types of free rails / rail panels over pit line for BG track with inserts, elastic 18 rail clips, MS liners and grooved rubber pads below rail to correct spacing, gauge, alignment and level with above fittings & fastenings in position, duly providing full complements of rail fittings. Required nos. of inserts per bearing shall be fixed at the time of concreting bed block over pit wall to correct spacing, centre to centre, alignment & levels as per IR's approved drawing.
400
165
66120
... More
First or Second Through Packing of track of all sleeper density including giving a 19 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 1540
1000
143
143700
... More
Slewing and realigning of curves under traffic line block condition, as directed by Engineer in-charge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round of through packing, ballast profiling, loosening/tightening of P.Way fittings, if required and other incidental works. Note: Payment will be made based on average slew calculated in each 50m length of track by averaging absolute values of positive and negative value of slews. PSC Sleeper track - Maximum slew more than 150mm
-
-
20
... More
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 21 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) 52 Kg - 90 UTS - Outside Track
150
181
27271.5
... More
Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering 22 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
1560
65
101758.8
... More
Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane 23 with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM. For 52 Kg Rails
1800
45
81648
... More
Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire 24 brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete. By using Contractor's Grease Graphite
1100
37
41745
... More
Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, 25 scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area.
5500
4
25025
... More
Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations 26 in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item. 1 in 81⁄2 Turnout (Under Traffic Block)
1
34891
34891.81
... More
Under conditions not requiring Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at 27 specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed - Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item. Derailing Switch (Under conditions not requiring Traffic Block).
1
6278
6278.94
... More
Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with 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 as directed by Engineer in-charge. 1 in 81⁄2 Turnouts
-
-
28
... More
Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, 29 switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with 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 as directed by Engineer in-charge. Derailing Switch
4
11143
44575.2
... More
Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish 30 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 of 6 bolts.
260
299
77797.2
... More
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 31 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 contractor's hard wood pegs of 50 mm dia and 60 cm long
50
175
8779
... More
Installation of reference points for track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch 32 expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items.
20
809
16182.4
... More
Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including 33 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.
3
18083
54251.67
... More
Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish 34 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.
200
197
39462
... More
Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : Rail section of 52Kg and above
50
110
5518.5
... More
Fabrication, supply and fixing of hand operated lever boxes with pull rod of 33mm dia 36 to Drg.No. MA3040 including lead, lift, loading, unloading, tools and plants, transportation, crossing of track wherever necessary as directed by Engineer-in-charge at site. Note: 1. Rate including Fabrication, Supply and Fixing of hand operated boxes. 2. Spring point lever (Self reversing type) as per drawing no. TMC-12 (Sheet 1,2,3).
7
14769
103386.43
... More
Fabrication, supply and fixing of MS lock pins/bolts for stock and tongue rails made out of MS 40mm dia of length 200mm with head cutting, lathe machining, milling, drilling, welding the rod 37 with MS flat of 6mm thick of suitable size as required at site with MS split pins/bolts and supplying of remaining ancillary materials required at for locking, including all taxes, lead, lift, loading and un loading , tools and plants, transportation, crossing of track whenever necessary etc., complete and as directed by Engineer-in-charge at site.
7
1498
10490.34
... More
Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed.
-
-
38
... More
Collection, segregation and stacking of various scattered P.Way materials at nominated 39 stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in- Charge. Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc.
40
425
17001.2
... More
Collection, segregation and stacking of various scattered P.Way materials at nominated 40 stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in- Charge. All type of PSC sleepers
140
465
65161.6
... More
Collection, segregation and stacking of various scattered P.Way materials at nominated 41 stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in- Charge. P.Way fittings of all types and other similar loose items
20
444
8890
... More
Removing, screening and salvaging ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified 42 cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track.
350
355
124460
... More
Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM 43 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.
500
30
15095
... More
Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep 44 Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. 1 in 81⁄2 PSC layout
3
13118
39355.44
... More
Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep 45 Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. 1 in 81⁄2 Derailing Switch
4
1862
7448.28
... More
Hiring of Excavator 3D with Driver and fuel
80
7154
572320
... More
Erecting and fixing rails 52Kg/60KG/90R on Gantry girders as per approved drawing with rail clips, Helical spring washers, bolts and nuts with proper and true alignment level and 2 gauge(Rails to be supllied free of cost by Railways from SSE/P-Way godown) including all lead, lifts,ascents,descents, handling, re-handling, crossing at railway line, L-Xing's and all other obstructions at al Labour and material. Note: Payment of rail clips, helical, washers and bolts shall be made seperately under relvent NS item.
20
8780
175603.6
... More
Supplying and fixing MS rail clip as per approved pattern, design and drawing with MS Lewis bolt and nut with helical spring washer made of 6mm dia bar including all Labour and material as a complete job
251
196
49228.63
... More
Providing General Arrangement Drawings (GDA) , Architectural plan & Elevation etc. (to suit the local architecture and by laws) structural design & drawings, good for construction (GFC ) 4 drawings , as per BIS standards complete or any other drawings required as per site requirement as directed by Engineer-in-Charge in connection with the work of Construction of covered shed of size 110x25 mts with provision of EOT gantry along with 04 coach length inspection deep pit for Sick Line Budgam . Preparation of layout drawings with total station survey showing all site inventories, data and contour mapping etc. submitting three sets drawings in hard copies and a soft copy, obtaining approval from Railways and concerning local and concerning local bodies if required. For the evidence of doubt it is clarified that all taxes shall be deemed to include in this item, nothing extra will be paid to this effect what so ever the case may be excluding the cost of statutory fees obtaining approval from local bodies if any shall be.
1
115000
115000
... More
Proof checking of all drawings, methodology, calculations and design submitted by the architect, designer from any of the reputed institute viz. IIT's /NITs/PEC/DTU, or any other reputed engineering college or any reputed consultant approved engineer-in-charge.
1
115000
115000
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