Canning-Proposal for additional stabling line at Canning station.

A1-USSOR Schedule

A2-USSOR Schedule

B1-Non Schedule

Item Breakup - A-DSR Schedule

sources) Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with 4.6 cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 4.6.1 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural cum 35 8726.85 305439.75 13 sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement 5.1 concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : cum 5 9045.75 45228.75

sources) 5.9S FORM WORK Centering and shuttering including strutting, propping etc. and removal of 5.9 form for 15 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 95 392.15 37254.25 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth level up to floor five level cum 4 10585.9 42343.6 precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost 16 of required centering, shuttering but , excluding cost of 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, 5.22 bending, placing in position and binding all complete upto plinth level. 17 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 100 107.85 10785 Steel reinforcement for R.C.C. work including straightening, cutting, 5.22A bending, placing in position and binding all complete above plinth level. 18 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 100 107.85 10785 5.33S DESIGN MIX CONCRETE SEALDAH DIVISION-ENGINEERING/EASTERN RLY Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; u s i n g 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 5.33 concrete, to improve durability and workability without impairing 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.: 5.33.1 All works upto plinth level 19 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 5 9504.75 47523.75 5.33.2 All works above plinth level upto floor V level 20 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 5 9860.4 49302 5.35 Add for using extra cement in the items of design mix over and above the Quintal 100 733.5 73350 21 specified cement content therein. 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.1 designation 7.5 in foundation and plinth in: 22 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 731 7132.25 5213674.75 Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.4 designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 23 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 13 9105.95 118377.35 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of 6.13 class designation 7.5 in superstructure above plinth level up to floor V level. 24 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 20 1123.8 22476 9.0 WOOD AND P.V.C. WORK 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows 9.48 etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 25 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 80 238.35 19068 9.105S GYPSUM BOARD PARTITIONS 9.121 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of Metre 20 570.95 11419 cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with 26 fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 9.122 Providing and fixing to existing door frames. 9.122.1 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of Sqm 8 3720.75 29766 required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP 27 laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, fixed with or without connecting Kg 100 117.35 11735 28 plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses Kg 150 133.7 20055 29 and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.3 Providing and fixing in position collapsible steel shutters with vertical Sqm 2.5 11439.6 28599 channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, 30 with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all 10.5 necessary fittings complete, including applying a priming coat of approved steel primer. 31 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 4 5804.35 23217.4 11.0 FLOORING 11.1S General 11.2 Dry brick on edge flooring in required pattern with bricks of class Sqm 5 792.05 3960.25 32 designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. 11.16S TILE FLOORING Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match 11.20 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). 33 11.20.4 Ordinary cement without any pigment Sqm 990 1056.35 1045786.5 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE SEALDAH DIVISION-ENGINEERING/EASTERN RLY Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring 12.41 conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 34 12.41.2 110 mm diameter Metre 100 377.4 37740 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 12.42 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 35 12.42.1.2 110 mm Each 20 136.15 2723 12.42.3 Single tee with door 36 12.42.3.2 110x110x110 mm Each 20 234.15 4683 12.42.5 Bend 87.5 degree 37 12.42.5.2 110 mm bend Each 10 150.35 1503.5 12.42.6 Shoe (Plain) 38 12.42.6.2 110 mm Shoe Each 10 131.85 1318.5 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood 12.43 plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 39 12.43.2 110 mm Each 10 371.3 3713 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape Sqm 60 738.65 44319 and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with 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. Sheet should have 40 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 12.51 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 : 41 12.51.6 Gutter (600 mm over all girth) Metre 12 1313.7 15764.4 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 42 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 550 333.35 183342.5 13.4S CEMENT PLASTER (IN COARSE SAND) 13.5 15 mm cement plaster on rough side of single or half brick wall of mix: 43 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 50 395.35 19767.5 13.7S CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix : 44 13.7.1 1:3 (1 cement: 3 fine sand) Sqm 106 439.25 46560.5 13.44S EXTERIOR FINISHING 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including Sqm 550 160.6 88330 45 priming coat of exterior primer applied @ 0.90 litre/10 sqm) Painting with synthetic enamel paint of approved brand and manufacture 13.61 to give an even shade : 46 13.61.1 Two or more coats on new work Sqm 100 155.9 15590 13.71 per letter 5000 6.15 30750 47 Lettering with black Japan paint of approved brand and manufacture per cm height Painting with aluminium paint of approved brand and manufacture to give 13.100 an even shade: 48 13.100.1 One or more coats on old work Sqm 200 96 19200 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means including 15.2 disposal of material within 50 metres lead as per direction of Engineer - in - charge. 49 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) cum 45 2434.25 109541.25 15.3 Demolishing R.C.C. work manually/ by mechanical means including cum 50 3551.25 177562.5 50 stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking 15.7 of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 51 15.7.1 In mud mortar cum 90 704.9 63441 SEALDAH DIVISION-ENGINEERING/EASTERN RLY 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or cum 100 263.95 26395 waste materials by mechanical means, including loading, transporting, 52 unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 16.0 ROAD WORK 16.1S ROADS Dry brick pitching half brick thick in drains including supply of bricks and 16.12 preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation Sqm 40 644.05 25762 53 7.5 16.49S MISCELLANEOUS Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of 16.60 suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 54 16.60.1 Overhead informatory road signage Sqm 5 5879.9 29399.5 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed cum 175 9823.8 1719165 concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and 55 finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). 18.0 WATER SUPPLY 18.54S PTMT FITTINGS 18.54 Providing and fixing PTMT bib cock of approved quality and colour. 56 18.54.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms Each 10 125.6 1256 18.57 Providing and fixing PTMT, push cock of approved quality and colour. 57 18.57.1 15 mm nominal bore, 98 mm long, weighing not less than 75 gms Each 25 112.8 2820 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, 23.1 including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer- in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 58 23.1.1.1 300 mm dia Metre 90 707.75 63697.5 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, 23.2 including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer - in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 59 23.2.1.1 300 mm dia Metre 60 825.7 49542 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 23.3 conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 60 23.3.1 100 mm nominal size dia Metre 60 672.3 40338 61 23.3.2 150 mm nominal size dia Metre 50 793.25 39662.5 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to 23.4 IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 62 23.4.1 100 mm nominal size dia Metre 30 686.55 20596.5 23.8 Gravel packing in tubewell construction in accordance with IS: 4097, cum 8 2024.5 16196 including providing gravel fine/ medium/ coarse, in required grading & 63 sizes as per actual requirement, all complete as per direction of Engineer- in-charge. SEALDAH DIVISION-ENGINEERING/EASTERN RLY 23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: Hour 27 1085.05 29296.35 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, 64 measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded 23.13 plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 65 23.13.1 100 mm dia Each 20 224.1 4482 Providing and fixing M.S. clamp of required dia to the top of casing/ 23.14 housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 66 23.14.2 150 mm clamp Each 1 2019.05 2019.05 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of 23.15 pipe assembly of tubewell as per IS:2800 (part I). 67 23.15.1 100 mm dia Each 1 265.1 265.1 Total 15238998.80

Item Breakup - B-Non Schedule

Hiring charges for 5 KVA D.G. Set including fuel, lubricating oil operation Hour and maintenance with lighting arrangement by 04 Nos. 500 Watt. 01 No. 1000 Watt halogen fittings complete with temporary wiring includes all lead, lift, crossing the line with 10 Nos. tube lights during night block period. Total 44760.00

Item Breakup - A1-USSOR Schedule

Mechanical manufacturing of blanketing material by using only hard and cum 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 including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 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 of designed proportion. Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.

Supply and laying of quarry dust including consolidation, supply of all cum materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket Hour capacity Total 2884149.45

Item Breakup - A2-USSOR Schedule

More than 40 m long rail panel Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal work SEALDAH DIVISION-ENGINEERING/EASTERN RLY Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal work Re-spacing of existing PSC sleepers for Increasing Sleeper Density (ISD) work in track after marking of sleeper spacing as per required sleeper density, including fixing all fastenings and initial packing and all associated work required to complete the work, as directed. Note: Insertion of new sleeper will be paid extra under relevant item.

For location of work not involving deep screening Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish 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.

Fish plates of 6 bolts.

Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Sleeper Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot.

Opening and refixing of Joggled fish plates provided to weld joints/rail of Set any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt.

Lubrication of ERCs and its liner contact area by removal of ERCs and ERC Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, 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.

Removing seized ERC from SGCI inserts of existing track by using suitable ERC approved chemicals and re-fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.

Hole of dia. 26.5mm and above

Hole of dia. below 26.5mm Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 52Kg and above Assembling all types of Switches on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches with a maximum lead of 500m, all lift & crossing of track as required including cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including lubrication of fittings/fastenings, complete in all respect. Note: Required P.Way fittings shall be supplied at SSE/P.Way stores.

1 in 8½ Turnouts

1 in 12 Turnouts Casual renewal of PSC sleepers on points and crossings, derailing switches and diamonds portion of any layout including packing under new sleepers. All the released materials shall be stacked at specified location in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed with contractor's vehicles, consumables, stores, labour etc. complete, as directed by Engineer in- charge. Note: Approach and Exit sleepers shall be paid as normal sleepers under relevant item.

Sleepers up to 2.85 m length

Sleepers of length more than 2.85 m and up to 4.20 m

Sleepers of more than 4.20 m length SEALDAH DIVISION-ENGINEERING/EASTERN RLY Renewal of CMS Crossing of all rail sections with CMS crossing or with WCMS crossing complete with fastenings including replacement of worn- out rubber pads, liners and ERC, as required. All the released materials shall be stacked at specified location in a countable manner within the lead of 500m & all lift, clear of infringements, crossing of track, if any complete, as directed. with contractor's vehicles, consumables, stores, labour etc. complete, as directed by engineer in-charge. Note: Rail cutting and drilling shall be paid separately under relevant item.

1 in 8½ Turnout

1 in 12 Turnout Renewal of Switch Rails (Tongue rails, Stock rails and fittings) of all rail sections, under line block conditions ensuring proper housing & changing of stretcher bars and fittings as required. Work also includes drilling of hole, if any, and leading of rails laying anywhere in station yard to site of work. Released switch rails shall be stacked at indicated place in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. with contractor's vehicles, consumables, stores, labour etc. complete, as directed by engineer in- charge. Note: 1).One set means Two Tongue rails and Two Stock rails (2) One tongue & stock rail shall be considered as 1/2 set. (3) One tongue rail or one Stock rail shall be considered as 1/4 Set.

1 in 8½ Switch Assembly

1 in 12 Switch Assembly Re-spacing of PSC sleepers of existing turnout after pre-marking of sleeper locations as per standard layout drawings, removing ballast and all other fittings/fastenings to clear obstruction for shifting as required, shifting of sleeper at correct location, fixing of all fittings/fastenings, ballasting, requisite packing, boxing and profiling, complete as directed by Engineer- in-charge. Note: Prior inspection and recording defective spacing and approval of Engineer-in-Charge shall be mandatory for operating this item.

Sleepers of length more than 2.85 m and up to 4.20 m

Sleepers of length more than 4.20 m

Boxing and profiling of ballast as per procedure prescribed in latest edition TRM of IRPWM 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. Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre-defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms.

Under Traffic Block Conditions: 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track.

For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted with Automatic Each Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique.

For 52 Kg - 90 UTS or 52 Kg 72UTS Rail, Single shot crucible fitted with Each Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or 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 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 8½ PSC layout

1 in 12 PSC layout Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working. SEALDAH DIVISION-ENGINEERING/EASTERN RLY

One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: Gang Day (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor.

One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, Gang Day contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Cleaning of side drains along the track including disposing of muck beyond RM Railway boundary as per instructions of Engineer in-charge to keep drains clean and clear in cuttings etc. Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done.

For 60 Kg Rails

For 52 Kg Rails 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 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

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Line

52 Kg - 90 UTS- On Running Line

Unloading all types of P.Way fittings and fastenings for Railway usage from MT Truck and stacking with lead up to 250 metre & lift up to 5 metre. Collection, segregation and stacking of various scattered P.Way materials at nominated 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.

All type of PSC sleepers

P.Way fittings of all types and other similar loose items

Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing Each with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket Hour capacity

Arranging labour as and when required by the Engineer in charge, for Day various works 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. Total 5491366.34

Item Breakup - B1-Non Schedule

Anticorrosive bituminous paint (black)

Synthetic enamel paint in all shades except black or chocolate shade Total 116500.00