Bheraghat Yard regarding provision of 02 loading line and shunting neck under jurisdiction of Senior Divisional Engineer (South) Jabalpur.

8- 8-Part D (i) - Proposed construction of EI building - Development

Item Breakup - 1-Part A(i)

Up to 40 m long rail panel 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 w e l d i n g 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 Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / formation / slope / toe within 5 metres height with all fittings to specified spacing, gauge and squareness, one round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in-charge.

For location of work not involving deep Each screening JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 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 Each Bridge 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. Lubrication of fish plated rail joints under traffic, by using Grease Graphite Grade 'O' (IS:408) and Black oil supplied by contractor, for all types of rail sections as per procedure laid down in latest version of IRPWM and as directed by Engineer In charge. Note: Release U/S bolt & nuts is to be deposited back. If any fish bolts is jammed it should be cut with chisel and hammer and replaced with fresh fish bolt supplied.

For 1.00m long fishplates

For 610 mm long fish plates.

Lubrication of Elastic Rail Clips on PSC ERC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM.

Removing seized ERC from SGCI inserts ERC of existing track by using suitable 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 i t e m . 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.

Lubrication of gauge face of rail on RM 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. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 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 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 Railway's Grease graphite Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 52Kg and above 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 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 8½ Turnout (Under Traffic Block) Assembling complete BG Turnout on s t a g i n g , 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 JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within

leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores.

1 in 12 Turnouts

Derailing Switch Laying and linking of turnouts of all t y p e s 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 12 Turnouts

Derailing Switch JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, 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 300 mm below bottom of TRM sleeper - For Plain Track :

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm for TRM every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM.

Boxing and profiling of ballast as per TRM procedure 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. 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 Conditions not requiring Traffic cum Block: JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 25mm gap 'in-situ' welding during traffic block and finishing of weld to m e e t 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/60EI - R260 grade Rail

For 52 Kg - 90/72 UTS Rail

Dismantling of existing LWR/SWR track TRM of any structure, removing rails, sleepers, fish 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.

Dismantling existing sand humps in Each yards from end of turnout to end of sand hump. Scope includes dismantling of track and brick / stone masonry on either sides of track, removing sand and earth to the required level including clearing site and stacking released materials within maximum lead of 250m, clear of infringement, complete and as directed. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Spreading of ballast, from existing cum 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 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. Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, o n ballast bed spread and compacted with suitable roller, over prepared f o r m a t i o n i n c l u d i n 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 1660 sleepers per TRM km Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in- charge. Note: In-charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section.

For PSC Sleeper First or Second Through Packing of track of all sleeper density including giving a 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 TRM Density of 1660 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 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 12 PSC layout

1 in 8½ Derailing Switch JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Packing of isolated loose PSC sleepers Sleeper on plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

Replacing existing glued joint rail with Each cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. N o t e : (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. 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 o f 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 JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Anti-corrosive painting to weld collar for Each Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in-charge.

Kilometre & Gradient post 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 8½ Turnout JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 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.

For day time block working JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 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 Set Conditions)

Derailing Switch (Under Traffic Block Set 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 JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 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 Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

In Wagon where mechanical handling is MT possible 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 MT Km.

Extra to Items no. 171032 for lead MT beyond 1 Km for every subsequent Km or part thereof and up to 10 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 handling is possible and 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 t o 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 MT possible and traffic block is not required or in Truck / trailer 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. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km MT

Extra for every Km per MT beyond 150 MT-Km Km over 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 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 MT

Extra for every Km per MT beyond 150 MT-Km Km over 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 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

Unloading all types of P.Way fittings and MT fastenings for Railway usage from 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 MT Joints, Check Rails etc.

All type of PSC sleepers

P.Way fittings of all types and other MT similar loose items JABALPUR DIVISION-ENGG/WEST CENTRAL 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 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

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

Stop 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Fixing of check rails on curves on track RM of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Required P.Way fittings will be supplied at SSE/P.Way stores.

Supply and fixing in position pre-cast Each cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc.

Manufacturing and fixing buffer stop Each with Railway 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 11764398.42

Item Breakup - 2-Part A(ii)

Loading Railway's ballast, collected at cum yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. 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: 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 cum more than 10 km and up to 20 km Total 6190724.85

Item Breakup - 3-Part B (i)

0m to 10m Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and 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 River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR.

Conducting determination of California Each Bearing Ratio as per IS:2720

Taking out 100mm dia. & 450mm long Each undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

Conducting standard penetration test as Each per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge Conducting laboratory Tests on collected soil samples as per relevant IS code

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain Hydrometer analysis JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils

Soft rock (not requiring blasting) Providing and laying in position Plain cement concrete of specified Nominal M i x f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone- cum III) : 4 graded stone aggregate 20 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone- cum III): 6 graded stone aggregate 40 mm nominal size).

Providing and laying in position machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

Providing and laying Plain Cement cum Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer.

Providing and fixing Weep Holes in Metre Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Providing and casting machine batched, cum machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Providing and laying in position cum machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, e.g. Sqm pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level Extra over 025040 for drilling of holes and insertion of dowel bars in case of Jacketing

Extra for drilling 32mm dia. holes for Metre jacketing / anchoring

Extra for inserting of dowel bars of Metre specified dia. (cost of rods to be paid extra) Supply and using Cement at Worksite

Ordinary Portland Cement 43 grade MT approved brands/makes

Pozzolana Portland Cement approved MT brands/makes JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars of Kg grade Fe-500D or more of approved brands/makes. Painting of cleaned plate/composite bridge girders including all scaffolding along with provision of Jhoola / hanging scaffolding ladders etc. where required.

With two coats of Aluminium paint in Sqm dual containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat.

Assembling and erecting pre-fabricated MT structures, such as columns, beams, girders, other members of FOBs and sheds; including leading all structural elements within 1 Km lead, bolting, riveting or welding as per approved drawing or as directed by Engineer In- charge. Rate shall include cost of labour, materials, tools & plants and only pre-fabricated structural elements shall be given by Railway. (Work not requiring traffic or power block).

Supplying of stone boulders weighing cum not less than 35 kg each at specified bridge locations.

Providing and laying of Apron with cum cement concrete blocks cast in-situ and made with nominal mix of 1:2:4 with all material , labour, tools and plants. Note: (1) Payment to be made for concrete only; (2) Cement and shuttering to be paid extra.

Providing and laying Pitching with Stone cum Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).

Supply and laying of quarry dust cum including consolidation, supply of all 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.

Providing and laying of filter media cum consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Painting the HFL mark and Danger level Each mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete.

Providing cast in situ bridge number Each plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra).

Providing Boulder Backing behind wing cum wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra.

Dewatering of natural or accumulated HP Hour water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. Designing and developing Detailed structural and working Drawings for following items for ROB/RUB/Bridge based on Railway's approved GADs, duly collecting necessary data from Railways and R&B authorities, duly designing members and submission of check plot duly getting proof-checked by Railway approved institutes, submitting for Railway's verification and approval, making corrections duly incorporating suggestions in drawings/designs, further submission of original in transparent film paper and soft copy (CD) for Railways approval etc. with contractor's technical expertise and instruments, labour, consumables, repeatedly attending till final approval etc., complete as directed by Engineer in-charge.

Foundation and sub-structure for RCC Set retaining wall, abutment and approach slab Total 3273130.45

Item Breakup - 4-Part B(ii)

Item Breakup - 6-PART C(i)

Preparation Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Benching manually in steps of 30 cm height for doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to the entire satisfaction of Engineer in- charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends and additional earthwork required for filling due to removal of earth in benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress of earthwork starting from toe of the embankment. (2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified km taken from cross sectional measurements for earthwork. (4) Since the rate includes earthwork in steps, payment under this item shall be made after completion of earthwork to that level. (5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines.

Using Soil Class SQ2 JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps o r for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.

In all conditions and classifications of cum soil except rock

Mechanical manufacturing of blanketing cum 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 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. Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Girth over 60 cm and up to 1.5m

Girth over 1.5m up to 3 m

Cleaning reservoir/canals including 50m lead and lift up to 1.5m. P r o v i d i n g portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately.

With provision of one 50mm wide retro- Metre reflective tape in horizontal direction, duly secured/tight with vertical posts.

With provision of painting verticals & Metre horizontals with red luminous paints / strips of 30cm each with a gap of 30 cm.

Supplying composite for use behind abutments, wing walls, return walls and Retaining walls Geocomposite drain (Vertical) as per RDSO Specification No. RDSO/2018/GE:IRS-0006 latest version with all material, labour, equipment, tools and plants, lead, lift etc. complete in all respects as per the direction of Engineer-in-Charge. 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.

0m to 10m JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and 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 River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR.

Conducting determination of California Each Bearing Ratio as per IS:2720

Taking out 100mm dia. & 450mm long Each undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

Conducting standard penetration test as Each per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge Conducting laboratory Tests on collected soil samples as per relevant IS code

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain Hydrometer analysis Total 20707458.30

Item Breakup - 7-Part C (ii)

at Bheraghat (BRGT)

Item- 1 Items based on DSR 2021

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm

on plan) including getting out and

disposal of excavated earth lead upto

50 m and lift upto 1.5 m, as directed by

Engineer-in-charge.

2.25 Filling available excavated earth cum 300 253.95 76185

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

2 exceeding 20cm in depth, consolidating

each deposited layer by ramming and

watering, lead up to 50 m and lift upto

2.27 Supplying and filling in plinth with sand cum 120 2161.2 259344

under floors, including watering,

ramming, consolidating and dressing

4.0 CONCRETE WORK

4.1S 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 :

III) derived from natural sources : 4

4 graded stone aggregate 20 mm

nominal size derived from natural

I I I ) derived from natural sources : 6

5 graded stone aggregate 20 mm

nominal size derived from natural

4.10S DAMP-PROOF COURSE

4.11 Providing and laying damp-proof course Sqm 45 452.25 20351.25

50mm thick with cement concrete 1:2:4

(1 cement : 2 coarse sand(zone-III)

derived from natural sources : 4 graded

stone aggregate 20mm nominal size

derived from natural sources).

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position

specified grade of reinforced cement

concrete, excluding the cost of

centering, shuttering, finishing and

reinforcement - All work up to plinth

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

(zone-III) derived from natural sources:

7 3 graded stone aggregate 20 mm

nominal size derived from natural

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of Sqm 400 307.95 123180

columns, etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 150 669.55 100432.5

9 pilasters, butteresses, plinth and string

5.9.3 Suspended floors, roofs, landings, Sqm 425 766.55 325783.75

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 430 608.35 261590.5

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Sqm 375 804.25 301593.75

Posts and Struts

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above cum 10 9673.5 96735

plinth level up to floor five level precast

reinforced cement concrete work in

string courses, bands, copings, bed

plates, anchor blocks, plain window sills

and the like, including the cost of

13 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

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and binding

all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 15000 89.65 1344750

grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting,

bending, placing in position and binding

all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of Kg 8000 89.65 717200

grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

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 strength; including

pumping of concrete to site of laying,

5.33 c u r i n g , 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.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 165 8683.8 1432827

cement content of 330 kg /cum

All works above plinth level upto floor V

5.33.2.1 Concrete of M25 grade with minimum cum 88 10306.2 906945.6

cement content of 330 kg /cum

5.35 Add for using extra cement in the items Quintal 130 688.45 89498.5

18 of design mix over and above the

specified cement content therein.

6.0 MASONRY WORK

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth

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 :

6.12S HALF BRICK MASONRY

Half brick masonry 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.

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

8.31 Providing and fixing Ist quality ceramic Sqm 45 1063.45 47855.25

glazed wall tiles conforming to IS:

15622 (thickness to be specified by the

manufacturer), of approved make, in all

colours, shades except burgundy, bottle

green, black of any size as approved by

Engineer-in-Charge, in skirting, risers of

steps and dados, over 12 mm thick bed

of cement mortar 1:3 (1 cement : 3

coarse sand) and jointing with grey

cement slurry @ 3.3kg per sqm,

including pointing in white cement

mixed with pigment of matching shade

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in

9.1 position with hold fast lugs or with dash

fasteners of required dia & length (hold

fast lugs or dash fastener shall be paid

for separately).

Providing and fixing 25 mm thick

shutters for cup board 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:

24 Stainless Steel butt hinges with

necessary screws

Extra for Providing and fixing flush

doors with decorative veneering instead

of non decorative ISI marked flush door

shutters conforming to IS: 2202 (Part I)

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.

9.48.2 Fixed to openings /wooden frames with Kg 500 197.7 98850

rawl plugs screws etc.

Providing and fixing fly proof galvanized

M.S. wire gauge to windows and

clerestory windows using wire gauge

with average width of aperture 1.4 mm

in both directions with wire of dia 0.63

mm all complete.

9.51.1 With 2nd class teak wood beading Sqm 20 1164.9 23298

9.72S BRASS FITTINGS

9.83 Providing and fixing aluminium die cast Each 2 1025.65 2051.3

body tubular type universal hydraulic

door closer (having brand logo with ISI,

28 IS : 3564, embossed on the body, door

weight upto 35 kg and door width upto

700 mm), with necessary accessories

and screws etc. complete.

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium sliding

door bolts, ISI marked anodised (anodic

coating not less than grade AC 10 as

per IS : 1868), transparent or dyed to

required colour or shade, with nuts and

screws etc. complete :

Providing and fixing aluminium tower

bolts, ISI marked, anodised (anodic

coating not less than grade AC 10 as

per IS : 1868 ) transparent or dyed to

required colour or shade, with

necessary screws etc. complete :

Providing and fixing aluminium handles,

ISI marked, anodised (anodic coating

not less than grade AC 10 as per IS :

1868) transparent or dyed to required

colour or shade, with necessary screws

etc. complete :

Providing and fixing aluminium hanging

floor door stopper, ISI marked, anodised

(anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed

to required colour and shade, with

necessary screws etc. complete.

Providing and fixing wire gauge shutters

using stainless steel grade 304 wire

gauge with wire of dia 0.5 mm and

9.134 average width of aperture 1.4 mm in

both directions for doors, windows and

clerestory windows with necessary

9.134.2 30 mm thick shutters

With ISI marked M.S. pressed butt

hinges bright finished of required size

10.0 STEEL WORK

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, Kg 1000 142.3 142300

34 railings, brackets, gates and similar

Providing and fixing hand rail of

approved size by welding etc. to steel

ladder railing, balcony railing, staircase

railing and similar works, including

applying priming coat of approved steel

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

10.28 Providing and fixing stainless steel ( Kg 300 612.25 183675

Grade 304) railing made of Hollow

tubes, channels, plates etc., including

welding, grinding, buffing, polishing and

making curvature (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.).

11.0 FLOORING

11.16S TILE FLOORING

11.17 Extra if terrazo tiles are laid in treads of Sqm 120 102.1 12252

steps not exceeding 30 cm in width.

Chequerred precast cement concrete

tiles 22 mm thick 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

white cement 50% Grey cement

Providing and fixing 10 mm thick acid

and/or alkali resistant tiles of approved

make and colour using acid and/or alkali

11.21 resisting mortar bedding, and joints

filled with acid and/or alkali resisting

cement as per IS : 4457, complete as

per the direction of Engineer-in- Charge.

In flooring on a bed of 10 mm thick

11.21.1 mortar 1:4 (1 acid proof cement : 4

In dado/skirting on 12 mm thick mortar

11.21.2 1:4 (1 acid proof cement : 4 coarse

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed Sqm 20 935.6 18712

floor tiles of size 300x300 mm

(thickness to be specified by the

manufacturer) of 1st quality conforming

to IS : 15622 of approved make in

colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick

cement mortar 1:4 (1 Cement : 4

Coarse sand), Jointing with grey cement

slurry @ 3.3 kg/sqm including pointing

the joints with white cement and

matching pigment etc., complete.

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

11.37A Providing and fixing 1st quality ceramic Sqm 26 938.5 24401

glazed floor tiles conforming to IS :

15622 (thickness to be specified by the

manufacturer ) of approved make in all

colours, shades except burgundy, bottle

green, black of any size as approved by

Engineer-in-Charge in skirting, risers of

steps and dados over 12 mm thick bed

of cement Mortar 1:3 (1 cement: 3

coarse sand) and jointing with grey

cement slurry @ 3.3kg per sqm

including pointing in white cement

mixed with pigment of matching shade

11.41S 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% 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.,

Providing and laying Polished Granite

stone flooring in required design and

patterns, in linear as well as curvilinear

portions of the building all 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.

11.56.1 Polished Granite stone slab colour of Sqm 25 3908.8 97720

Black, Cherry/Ruby Red or equivalent

12.0 ROOFING

12.1S 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 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.

12.1.3 0.63 mm thick with zinc coating not less Sqm 20 978 19560

than 275 gm/ sqm

Providing, fixing and embedding sand

cast iron accessories for rain water

pipes in the masonry surrounded with

12 mm thick cement mortar of the

same mix, as that of masonry (lead

caulking will be paid for separately):

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Providing and fixing on wall face

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A,

12.41 including jointing with seal ring

conforming to IS : 5382, leaving 10 mm

gap for thermal expansion, (i) Single

socketed pipes.

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

12.42.5 Bend 87.5 degrees

12.42.6 Shoe (Plain)

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough

side of single or half brick wall of mix :

13.4S CEMENT PLASTER (IN COARSE SAND)

13.6 20 mm cement plaster of mix :

CEMENT PLASTER WITH A FLOATING

COAT OF NEAT CEMENT

15 mm cement plaster on rough side of

13.8 single or half brick wall finished with a

floating coat of neat cement of mix :

13.16S 6MM CEMENT PLASTER

fine sand) finished with a floating coat

53 of neat cement and thick coat of Lime

wash on top of walls when dry for

bearing of R.C.C. slabs and beams.

13.19S ROUGH CAST PLASTER

Rough cast plaster upto 10 m height

above ground level with a mixture of

sand and gravel or crushed stone from

6 mm to 10 mm nominal size, dashed

over and including the fresh plaster in

13.19 two layers, under layer 12 mm cement

plaster 1:4 (1 cement : 4 coarse sand)

and top layer 10 mm cement plaster 1:3

(1 cement : 3 fine sand) mixed with

10% finely grounded hydrated lime by

volume of cement.

13.19.1 Ordinary cement finish using ordinary Sqm 150 752.4 112860

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris Sqm 1400 214.3 300020

putty of 2 mm thickness over plastered

surface to prepare the surface even and

smooth complete.

13.31S POINTING ON BRICK WORK

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Pointing on brick work or brick flooring

13.31 with cement mortar 1:3 (1 cement : 3

13.31.1 Flush / Ruled/ Struck or weathered Sqm 65 214.4 13936

13.44S EXTERIOR FINISHING

Finishing walls with Acrylic Smooth

exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ Sqm 700 166.85 116795

1.67 ltr/10 sqm over and including

priming coat of exterior primer applied

Wall painting with acrylic emulsion paint

13.60 of approved brand and manufacture to

give an even shade :

Painting with synthetic enamel paint of

13.62 approved brand and manufacture of

required colour to give an even shade :

13.62.1 Two or more coats on new work over an Sqm 85 191.4 16269

under coat of suitable shade with

ordinary paint of approved brand and

Applying priming coats with primer of

approved brand and manufacture,

having low VOC (Volatile Organic

Compound ) content.

13.106 Painting (one or more coats) with black Sqm 50 78.6 3930

60 Japan paint of approved brand and

manufacture to give an even shade.

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/

by mechanical means including disposal

of material within 50 metres lead as per

direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix cum 35 2007.1 70248.5

(i/c equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 25 2928.1 73202.5

mechanical means including stacking of

62 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 of

serviceable material and disposal of

unserviceable material within 50 metres

lead as per direction of Engineer-in-

Taking out doors, windows and

clerestory window shutters (steel or

wood) including stacking within 50

15.18 Dismantling steel work in built up Kg 800 4.65 3720

sections in angles, tees, flats and

channels including all gusset plates,

bolts, nuts, cutting rivets, welding etc.

including dismembering and stacking

within 50 metres lead.

Dismantling roofing including ridges,

hips, valleys and gutters etc., and

stacking the material within 50 metres

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

17.0 SANITARY INSTALLATIONS

Providing and fixing white vitreous

china flat back half stall urinal of size

580x380x350 mm with white PVC

automatic flushing cistern, with fittings,

standard size C.P. brass flush pipe,

spreaders with unions and clamps (all in

C.P. brass) with waste fitting as per IS :

2556, C.I. trap with outlet grating and

other couplings in C.P. brass, including

painting of fittings and cutting and

making good the walls and floors

wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. Each 4 10128.3 40513.2

automatic flushing cistern

Providing and fixing white vitreous

17.13 china water closet squatting pan (Indian

Providing and fixing P.V.C. low level

flushing cistern with manually

17.18 controlled device (handle lever)

conforming to IS : 7231, with all fittings

and fixtures complete.

Providing and fixing white vitreous

china wash basin including making all

connections but excluding the cost of

Providing and fixing P.V.C. waste pipe

17.28 for sink or wash basin including P.V.C.

waste fittings complete.

17.28.2 Flexible pipe

Providing and fixing mirror of superior

glass (of approved quality) and of

required shape and size with plastic

moulded frame of approved make and

shade with 6 mm thick hard board

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete

with G.I. fittings and clamps, i/c cutting

and making good the walls etc.-Internal

work - Exposed on wall

18.15S BRASS FITTINGS

Providing and fixing brass stop cock of

approved quality :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

18.48 Providing and placing on terrace (at all Litre 2000 9.7 19400

floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and

77 suitable locking arrangement and

making necessary holes for inlet, outlet

and overflow pipes but without fittings

and the base support for tank.

18.54S PTMT FITTINGS

Providing and fixing PTMT bib cock of

approved quality and colour.

weighing not less than 88 gms

Providing and fixing PTMT stop cock of

approved quality and colour.

weighing not less than 88 gms

weighing not less than 88 gms

Providing and fixing PTMT pillar cock of

approved quality and colour.

weighing not less than 110 gms

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 mortar in the

proportion of 1:1 (1 cement : 1 fine

sand) including testing of joints etc.

Providing and fixing square-mouth S.W.

gully trap class SP-1 complete 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:

Providing and laying non-pressure NP2

class (light duty) R.C.C. pipes with

collars jointed with stiff mixture of

cement mortar in the proportion of 1:2

(1 cement : 2 fine sand) including

testing of joints etc. complete :

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 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 :

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

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) :

19.7.1.1 With common burnt clay F.P.S. (non Each 6 11687.1 70122.6

modular) bricks of class designation 7.5

21.0 ALUMINIUM WORK

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

21.1 with required EPDM rubber/ 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 / paneling, C.P.

brass / stainless steel screws, all

complete as per architectural drawings

and the directions of Engineer-in-

charge. (Glazing, paneling and dash

fasteners to be paid for separately) :

21.1.1 For fixed portion

transparent or dyed to required shade

according to IS: 1868, Minimum anodic

coating of grade AC 15)

For shutters of doors, windows &

ventilators including providing and

fixing hinges/ pivots and making

21.1.2 provision for fixing of fittings wherever

required including the cost of EPDM

rubber / neoprene gasket required

(Fittings shall be paid for separately)

transparent or dyed to required shade

according to IS: 1868, Minimum anodic

coating of grade AC 15)

Providing and fixing glazing in

aluminium door, window, ventilator

shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete

as per the architectural drawings and

the directions of engineer-in-charge .

(Cost of aluminium snap beading shall

be paid in basic item):

87 thickness (weight not less than 12.50