Bakaniabhori - Providing track work at Goods shed.

G-NS ITEMS-01 (Supplying, laying and jointing 160 mm UPVC pipe) 122850.00 Below/Pa

H-NS ITEMS-02 (Fabrication of glued joints) 543599.50 Below/Pa

Item Breakup - A-CPWD DSR 2023-ITEMS

exterior primer applied @ 0.90 litre/10 sqm. Painting with synthetic enamel paint of approved 13.61 brand and manufacture to give an even shade : 68 13.61.1 Two or more coats on new work Sqm 250 155.9 38975 Painting with aluminium paint of approved brand 13.63 and manufacture to give an even shade . 69 13.63.1 Two or more coats on new work Sqm 2000 146.8 293600 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means including disposal of material 15.2 within 50 metres lead as per direction of Engineer - in - charge. RATLAM DIVISION-ENGINEERING/WESTERN RLY 15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 1 2434.25 2434.25 70 equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by mechanical cum 2 3551.25 7102.5 means including stacking of steel bars and 71 disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 72 16.3.1 90 mm to 45 mm size stone aggregate cum 500 2098.4 1049200 73 16.3.2 63 mm to 45 mm size stone aggregate cum 500 1636.05 818025 74 16.3.3 53 mm to 22.4 mm size stone aggregate cum 500 1842.3 921150 75 16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 200 2247.75 449550 76 16.3.10 Moorum cum 2000 768.25 1536500 16.4 Laying, spreading and compacting stone cum 2000 1046.95 2093900 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity 77 in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.42S CONCRETE PAVEMENTS Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, 16.43 finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1 Cement concrete prepared with batch mixing cum 715.5 10529.35 7533749.93 78 machine 16.47S PAINTING AREA/RUNWAY MARKING Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved 16.47 by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. 79 16.47.1 New work (Two or more coats) Sqm 250 188.2 47050 16.49S MISCELLANEOUS 16.68 Providing and laying 60mm thick factory made Sqm 100 972 97200 cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & 80 shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. 17.0 SANITARY INSTALLATIONS 17.1S General RATLAM DIVISION-ENGINEERING/WESTERN RLY 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, including flush pipe, with manually 17.1 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: 17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 4 6767.4 27069.6 81 size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid plastic seat Each 1 6515.55 6515.55 82 and lid Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass 17.7 waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.3 White Vitreous China Wash basin size 550x400 Each 3 2301.75 6905.25 83 mm with a pair of 15 mm C.P. brass pillar taps 17.15 Providing and fixing white vitreous china pedestal Each 4 2784.95 11139.8 84 type (European type/ wash down type) water closet pan. Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle 17.18 lever) conforming to IS : 7231, with all fittings and fixtures complete. 85 17.18.1 10 litre capacity - White Each 4 1190.65 4762.6 Providing and fixing solid plastic seat with lid for 17.20 pedestal type W.C. pan complete : 86 17.20.1 White solid plastic seat with lid Each 4 684.85 2739.4 17.23 Providing and fixing white vitreous china flat back Each 4 1648.95 6595.8 or wall corner type lipped front urinal basin of 87 430x260x350 mm or 340x410x265 mm sizes respectively. 17.24 Providing and fixing white vitreous china squatting Each 2 4048.65 8097.3 88 plate urinal with integral rim longitudinal flush pipe. Providing and fixing P.V.C. waste pipe for sink or 17.28 wash basin including P.V.C. waste fittings complete. 17.28.1 Semi rigid pipe 89 17.28.1.1 32 mm dia Each 5 103.9 519.5 17.31 Providing and fixing 600x450 mm bevelled edge Each 2 1607.95 3215.9 mirror of superior glass (of approved quality) 90 complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing PTMT Waste Coupling for 17.69 wash basin and sink, of approved quality and colour. 17.69.1 Waste coupling 31 mm dia of 79 mm length and Each 4 115.3 461.2 91 62mm breadth weighing not less than 45 gms Providing and fixing PTMT urinal cock of approved 17.76 quality and colour. 17.76.1 15 mm nominal bore, 80 mm long, 42 mm high Each 10 175.4 1754 92 and 30mm wide with BSP female threads weighing not less than 48 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES RATLAM DIVISION-ENGINEERING/WESTERN RLY Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making 18.10 good the walls etc. ( Internal work - Exposed on wall ) 93 18.10.1 15 mm dia nominal bore Metre 50 366.4 18320 94 18.10.3 25 mm dia nominal bore Metre 10 551.7 5517 Providing and fixing G.I. pipes complete with G.I. 18.12 fittings including trenching and refilling etc. External work 95 18.12.1 15 mm dia nominal bore Metre 50 322.15 16107.5 96 18.12.3 25 mm dia nominal bore Metre 50 467.75 23387.5 97 18.12.6 50 mm dia nominal bore Metre 500 762.15 381075 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve with C.I. 18.17 wheel of approved quality (screwed end) : 98 18.17.1 25 mm nominal bore Each 5 622.4 3112 99 18.17.4 50 mm nominal bore Each 5 1026.65 5133.25 Providing and fixing ball valve (brass) of approved 18.18 quality, High or low pressure, with plastic floats complete : 100 18.18.3 25 mm nominal bore Each 2 464.05 928.1 Providing and fixing uplasticised PVC connection 18.21 pipe with brass unions : 18.21.1 30 cm length 101 18.21.1.1 15 mm nominal bore Each 5 85 425 18.23S C.I./DUCTILE IRON PIPES & SPECIALS 18.24 Laying in position S&S or flanged C.I. special such Quintal 2 661.85 1323.7 102 as tees, bends, collars, tapers and caps etc. (excluding cost of specials). 18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES Providing and fixing C.I. sluice valves (with cap) 18.31 complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 103 18.31.1.1 Class I Each 2 4791.2 9582.4 18.48 Providing and placing on terrace (at all floor levels) Per 10000 11 110000 polyethylene water storage tank, IS : 12701 Litre marked, with cover and suitable locking 104 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 105 18.49.1 15 mm nominal bore Each 11 506.8 5574.8 Providing and fixing C.P. brass long body bib cock 18.51 of approved quality conforming to IS standards and weighing not less than 690 gms. 106 18.51.1 15 mm nominal bore Each 5 798.95 3994.75 Providing and fixing C.P. brass stop cock 18.52 (concealed) of standard design and of approved make conforming to IS:8931. 107 18.52.1 15 mm nominal bore Each 5 670.45 3352.25 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 108 18.53.1 15mm nominal bore Each 5 574.3 2871.5 18.53A Providing and fixing C.P. Brass extension nipple Each 20 74.8 1496 109 (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of approved 18.54 quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, weighing not Each 21 125.6 2637.6 110 less than 88 gms RATLAM DIVISION-ENGINEERING/WESTERN RLY Providing and fixing PTMT stop cock of approved 18.55 quality and colour. 18.55.1 15 mm nominal bore, 86 mm long, weighing not Each 4 118.5 474 111 less than 88 gms 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and laying Double Flanged (Screwed/ 18.73 Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS :8329 : 112 18.73.1 100 mm dia Ductile Iron Double Flanged Metre 50 1821.55 91077.5 113 18.73.2 150 mm dia Ductile Iron Double Flanged Metre 50 2607.5 130375 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement 19.1 mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 114 19.1.3 200 mm diameter Metre 10 970.35 9703.5 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot 19.35 jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 115 19.35.1 450 mm dia RCC pipes. Metre 30 2676.55 80296.5 116 19.35.2 600 mm dia RCC pipes. Metre 30 3401.25 102037.5 117 19.35.3 900 mm dia RCC pipes. Metre 30 5377.25 161317.5 19.35.5 1200 mm dia RCC pipes. (Laying by manual/ Metre 20 9126.2 182524 118 mechanical means) 19.35.6 1800 mm dia RCC pipes. (Laying by manual/ Metre 20 16184 323680 119 mechanical means) 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ 21.1 neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or Kg 100 495.05 49505 120 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.1.1.2 Powder coated aluminium (minimum thickness of Kg 100 530.9 53090 121 powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever 21.1.2 required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or Kg 100 598.6 59860 122 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.1.2.2 Powder coated aluminium (minimum thickness of Kg 100 634.45 63445 123 powder coating 50 micron) Total 102566723.46

Item Breakup - B-TRACK WORK

For Through Rail Renewal work

For Casual/Scattered Rail Renewal work 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 Through Rail Renewal work

For Casual/Scattered Rail Renewal work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Locations other than Ballasted Deck Bridge 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 and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Traffic Block Conditions

Dismantling the existing BG Buffer-stop laid with Set rails & wooden/ST sleepers including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material-wise and classification-wise duly releasing all fittings carefully without causing any damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in-charge. RATLAM DIVISION-ENGINEERING/WESTERN RLY Assembling complete BG Turnout 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, crossings with a maximum lead of 500m, all lift & crossing of track as required and testing points with S&T staff for throw of switch etc. at station yard after levelling surface complete including lubrication of all fastenings, complete in all respect. Note: 1.Rail cutting and Drilling shall be paid separately 2. Required P.Way fittings/fastenings shall be supplied at the SSE/P.Way stores.

1 in 12 Turnout 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.

Derailing Switch Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, 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/fastening, complete as directed by Engineer in-charge. Note: Payment for dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item and shall be paid under relevant item.

1 in 12 Turnouts

Derailing Switch Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/ trap switches to required level to provide full ballast cushion as per approved drawings after initial laying with Railway's stone ballast in convenient stages including one round of through packing after completion of final stage of lift, levelling, aligning, gauging and boxing to standard profile to make it fit for 20 kmph with all lead and lifts, complete in all respect and as directed by the Engineer-in-charge. Note: 1. The item shall be used only when UNIMAT is not available for the work before the turnout is opened for operation. 2. Leading and dumping of ballast will be paid separately under relevant item.

For 1 in 12 Points & Crossing

For Derailing Switch RATLAM DIVISION-ENGINEERING/WESTERN RLY Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or l a t e s t , on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts.

Depth of 250 mm below bottom of sleeper - For TRM Plain Track :

Depth of 250 mm below bottom of sleeper for TRM Turnouts

Boxing and profiling of ballast as per procedure TRM prescribed in latest edition 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.

Removing, screening and salvaging ballast from cum track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified 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. 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 without damaging it and taking all necessary precautions, so as not to infringe the running track, as directed by Engineer in-charge. Note: The rail barricading, if disturbed during working, should be restored to its original condition by the agency including re-fixing & concreting as required.

For rails/panels of more than 13m and up to 40m RM length - Under Traffic Block

For rails/panels of more than 40m length - Under RM Traffic

Spreading of ballast, from existing stacks available cum 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 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. RATLAM DIVISION-ENGINEERING/WESTERN RLY 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 f o r m a t io n in c lu d in g 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, 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 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 TRM 1540 Sleepers/Km or more Systemic overhauling of track under traffic as per procedure prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer in-charge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications.

For PSC sleeper Track with Sleeper Density of TRM 1540 sleepers/Km or more De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Railway's Hydraulic Rail tensor

With Contractor's Hydraulic Rail tensor

Without Rail tensor RATLAM DIVISION-ENGINEERING/WESTERN RLY Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane 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 60 Kg Rails 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 Dismantling of existing Turnout by removing switches, rails, crossings, check rails, sleepers and all fixtures and stacking all released materials, removing ballast and muck by excavating up to required depth, preparation of formation bed, laying of pre assembled Turnout by Railway's T-28 machine, linking of track with all fittings, filling up of ballast duly screened, packing, adjusting, opening & housing of switch, testing operation of switch assembly and attending track parameters, so as to make track fit for 20 kmph speed including disposing off muck to indicated places up to free lead after the block working etc. complete. Note: Rate includes making necessary preparation for T-28 machine movement like preparation of approaches, transportation and laying of wooden sleepers/blocks, etc.

1 in 12 Turnout Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re- fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile. RATLAM DIVISION-ENGINEERING/WESTERN RLY

For day time block working

For night time block working Carrying out pre-tamping, during tamping and post-tamping works for tamping of Turnouts of all types Under Traffic Block Conditions which include :(1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator; (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of UNIMAT; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings including check rails immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings; (9) Removing and re- fixing joggled fish plates & wooden blocks, OHE bonds & other obstructions, wherever necessary ; (10) Removing and re-fixing stretcher bar, as directed; (11) Adjustment in opening and housing of switch for testing operation of points (12)Manual consolidation of ballast in cribs and shoulders; (13) Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping; (14) Recovery at the rate of twice the applicable rate will be effected in case contractor fails to carry out any of the pre/during/post operation.

1 in 12 Turnouts (Under Traffic Block Conditions)

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

On Running Line

Drilling of 25mm to 40mm dia. holes in PSC Each sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. RATLAM DIVISION-ENGINEERING/WESTERN RLY Manufacturing, fabricating and supplying retro- reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size 1400mmx400mm Each with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral triangular Each shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Circular shape Each having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long Painting and fixing MS Indicator Boards of curves, SEJs, Points & Crossings, Gang/section jurisdiction and similar as per standard design including excavation, refilling, concreting in foundation and painting two coats with enamel and luminous paints as directed by Engineer in-charge. Note: Excavation, concrete work and lettering shall be paid separately.

Boards with single post 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 Hour minimum 1.10 cum bucket capacity

Hydra or similar tyre mounted Pick-n-Carry crane Hour of 12T capacity for misc. works of handling of material

Tractor with Trolley for local transportation or Hour other misc. works.

Manufacturing and fixing buffer stop with Railway Each supplied rails, cutting, including 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. Total 3649599.67

Item Breakup - C-TRANSPORTATION

I n Wagon where mechanical handling is possible MT and traffic block is not required or in Truck/trailer. Loading of tongue rail, stock rail, switch assembly and crossings of any section and 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.

I n Wagon where mechanical handling is possible MT and traffic block is not required or in Truck/trailer. Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead up to 500 metre.

For lead beyond 500 metre and up to 1 Km. Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre.

For lead up to 500m

For lead beyond 500 metre and up to 1 Km Unloading of rails of any section and length up to 13 metre, in neat manner for Railway 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 MT possible a n d traffic block is not required or in Truck / trailer. 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) 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.

I n Wagon where mechanical handling is possible MT and traffic block is not required or in Truck / trailer 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 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.

I n Wagon/Truck / trailer where mechanical MT handling is possible a n d traffic block is not required. Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km RATLAM DIVISION-ENGINEERING/WESTERN RLY

Lead beyond 10 Km and up to 20 km

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km

Extra for every Km per MT beyond 150 Km over MT-Km item no. 172047 Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items.

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 10 Km and up to 20 km

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km

Extra for every Km per MT beyond 150 Km over MT-Km item no. 172057 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 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 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 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 Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres.

From Truck / Trailer 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 MT Rails etc.

All type of PSC sleepers

P.Way fittings of all types and other similar loose MT items Total 1602321.47

Item Breakup - D-EARTH WORK

Using Soil Class SQ2 Total 2380725.00

Item Breakup - E-BALLAST SUPPLY

When distance of nearest quarry is more than 20 cum km and up to 30 km

When distance of nearest quarry is more than 40 cum km and up to 50 km Total 3435783.30

Item Breakup - F-ITEMS for Welding

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

For 60 Kg - 90 UTS Rail

For 60 Kg/60EI - R260 grade Rail Total 721703.54

Item Breakup - G-NS ITEMS-01 (Supplying, laying and jointing 160 mm UPVC pipe)

1/NS -Supplying,laying and jointing UPVC 160 mm Each (outer dia)"B" Type pipe for soil,waste and rain water(SWR) with fittings such as Tee,bends,coupler,Y junction,clip etc.The pipe and fittings shall confirm to IS 13592-1992(Latest version) and IS 14735-1999 (Latest version) respeclively and jointing shall be cement solvent- jointing.The rate includes the cost of all labour,materials,tool and plants,all cutting and waste if any,cleaning and brushing of the pipes etc,testing of joints (with contractor's own equipment) as specified by engineer-incharge, all lead,lift, loading,unloading,stacking,octroi tax,sales tax etc complete finished work as directeced by engineer-in charge. Note-1.The pipe shall be measured net as laid or fixed excluding all specials along its length. Any portion of pipe overlapped by special shall not be measured. 2.Payment will be made only after complete fixation of pipe in position,testing etc. complete work.3 .The quantities of pipe line shall be paid in running metre and measured along centre line of pipe to the nearest centimetre.4.The incidental work like earth work, concreting, brick work, plastering, pointings etc. for which no rates are included in this item shall be carried out by the contractor's will be paid in relevant USSOR items. Total 122850.00

Item Breakup - H-NS ITEMS-02 (Fabrication of glued joints)

1/NS - Fabrication/Assembly ln Situ G3 (L)type Each Glued insulated Rail joints for broad gauge 60 Kg with all contractor's material,labour , to and from transportation of material, octroi etc complete in all respect as per RDSO/T2572 with 6 mm thick end post including Rail cutting, cleaning of ends, drilling of rail ends, chamfering of holes during block period. Total 543599.50