Execution of Earthwork Minor Bridge Supply of Point and Xing P Way Fittings Supply and Spreading of track ballast execution of P Way works and other allied works in connection with Renovation of track and OHE at Govinda Siding of Jamuna Kotma Area

Percentage in Figures

Total Estimated Price

Schedule-A(Execution of Formation works)

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

Girth over 30 cm and up to 60 cm

Girth over 60 cm and up to 1.5m

Girth over 1.5m up to 3 m

Girth over 3 m

Preparation of foundation for 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.

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 and 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

Supplying, Laying and spreading stone dust natural or Mechanically prepared as per GE-1 or G.E.IRS-2) over new / old embankment / cutting in layers of 30cm in loose state to make the embankment of designed profile as per specifications. The rate is inclusive of initial site clearance, cutting of shrubs, removal of roots of vegetation growth & heavy grass, surfacing & leveling to give required slope, benching, if required on existing bank slope, dressing and finishing of bank, all lead & lift, ascent, descent, crossing of nallahs other obstructions, spreading the material and final dressing of slopes and top surface as per specified camber using contractor's own machinery, equipment, T&P, labour etc. as a complete job, With compaction.

Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.

Turfing with sods, 10cm thick and 20cm square closely laid.(L.S.)

Providing and laying Pitching with Stone 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)

Total of Sch-A

Sch.B (Execution of Minor Bridge Works)

Earth work in excavation by mechnicl means (Hydraulic excavator).manual means in foundation trenches of drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 500m for all kinds of soil.

Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Above plinth level(RCC BOX)

Providing and laying in mposition cement concrete of specified grade excluding the cost of centering upto plinth level- 1:1.5:3 (1cement: 1.5 Coarse sand (zone-III): 3 graded stone aggregate 20mm nominal mix)

Providing & laying pitching with stone boulders weighing not less than 35 Kg with cement sand mortar of 1:4 on slopes laid over prepared filter media including boulder appron laid dry in front of toe of embankment complete as per technical specifications (Filter media to be paid seprately under the relevent items).

Supplying and providing boulder Backing behind wing wall , return wall, retaining wall with hand packed boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect.

Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete

Centering and shuttering including strutting, propping etc. and removal of form for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.

Providing weep holes by making suitable opening or drilling in existing Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure complete

Total of Sch-B

Schedule-C (Supply of Point & crossings, P-Way materials etc)

1 in 8.5 Points & X-ing with 60kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T-4218, 4219 & 4220 with CMS crossings, all fittings and fastening, 2 pair of 1m long fish plates, bolts & nuts, Lead rails, standard fish plates (610mm long) and fish bolts & nuts complete but exclusive of PSC sleepers. (LH- 01 & RH- 01)

1 in 8.5 Derailing Switch with 60kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T-6068 with all fittings and fastening, bolts & nuts, standard fish plates (610mm long) and fish bolts & nuts complete but exclusive of PSC sleepers. (LH- 01 & RH- 01)

Supply of Grooved Rubber Sole Plate for Wider Sleeper with 60 kg rail as per RDSO Drg no. T-3711 (upto date alteration) & confirming to IRS specification for 6mm thick grooved rubber sole plates(provisional) 1987 revised 2000.

Supply of GFN liner for 60kg BG PSC sleepers as per RDSO drg. T-3706(upto alteration) confotming to IRS specification

Supply of End-Cut GFN liner for as per RDSO drg. T-3706 for 60 kg Rails (upto date Alt) conforming to IRS Specification.

Supply of Elastic Rail clips with flat toe (MK.III) conforming to RDSO Drg. No.T-5919 conforming to IRS specification T-31/2018with latest alteration/amendments if any.for 60 kg Rails and wider sleepers.

Supply of Elastic rail clips type 'J' for use at fish plated joints as per RDSO Drg. No. T-8258 conforming to IRS Specification.T-31/92 for 60 kg Rails and wider sleepers.

Supply of Fish Plates 60 kg (1000 mm long) as per RDSO Drg. No.T-5916 with upto date alteration conforming to IRS Specification. (Note: 1 pair = 2Fish plates )

Supply of fish bolts & nuts (25mmX140 mm) as per RDSO Drg no. T-1899

Supply of 60 kg Joggled Fishplate as per RDSO Drg no T-5849(ALT-1) for use on defective welded joints for BG track with 60 kg rails including bolt with nuts of required size and number, single coil, spring washers and special washers etc, conferming with specification as per the drowing with latest altration /ammendments ( one set of joggled fish plate comprises of (i) joggled fish plate Drg. No. t-5849 alt 1 = 2Nos. (ii) bolt and nuts to Drg. No. T-11513 = 4Nos. (iii) single coil spring washers to Drg No. T - 10773 = 4 Nos. (iv) special washers = 8 nos, as in RDSO Drg.No, T-5849 alt.1 specification is 2062:1992

Supply of Double coil spring washer to Drg. no. RDSO/T-1214

Manufacturing and supply of point clamp for 60kg 1 in 8.5 point and X-ings fan shaped layouts as per RDSO Drg no. T-858 Alt-1

Supply of Hand Lever as per RDSO Drg. No. MA-3040

Supply of combination fish plate for 60kg x 52 kg rail as per RDSO Drg. No. 696-699 ( with fish bolts , nuts & washers complete) (1set = R1-1, RO-1, L1-1, LO-1)

Total of Sch-C

Sch.D(Supply and Spreading of Ballast)

When distance of nearest quarry is more than 30 km and up to 40 km

Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form 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

Handling liffting and leading of ballast from stacks with any lead,which have been duly measured and spreading ballast on formation, track & turnouts to ensure uniform and compact ballast cushin under the sleepers desired ballat profile. Spreading of ballast should be as per specified line and level maintaining approved profile as provided in the technical specification. spreading of ballast on formation will be done only after supply is completed for a perticuler stretch as decided by engineer in echarge and ballast stack have been released for spreading.

Total of Sch-D

Schedule: - "E" (Execution of P.Way Works)

Dismantling of existing LWR/SWR track of any structure, removingrails, sleepers, fish plates, cutting of rails, segregation and stackingof released Rails, Sleepers and fitting at nominated location incountable manner within a free lead of 500m, levelling of ballast tocorrect profile for laying new track over it, all as per direction ofEngineer-in-Charge.

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)

Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings,spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1660 sleepers per km

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 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 Density of 1660

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 8.5 turn out

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 8½ Derailing switch

4-Round 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 Screeningasperprocedureprescribed in latest editionof IRPWM complete as per direction of Engineer-in-charge. Note:This work shall beoperated inexceptional caseswithwritten approval at DEN level whenUNIMAT is not available and immediate packing is required to pass train over it.

1 in 8½ PSC layout (4 Sets x 4 round)+ (2*4 Existing Track)

1 in 8½ Derailing Switch (3 Sets x 4 Round)

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.

Outside Track (60 Kg/52 Kg)

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 (LS)

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

Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items

Flash Butt Welding of 90 UTS rails and finishing of weld to meet the prescribed tolerances and pass all stipulated tests, conforming to IR’s Manual for Flash Butt Welding of Rails with latest amendment, using contractor’s self-propelled rail cum road / Mobile FBW Plants, tools, equipments and consumables. Item also includes painting with anticorrosive paint as approved and marking of welded joints, pre straightening & post-straightening of panels and USFD testing of finished weld as directed by Engineer in-charge.

60 Kg on Cess

Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to SSE/P.Way stores.

For 60Kg 90 UTS Rails

For 60 Kg Rail, Single shot crucible fitted with Automatic TappingThimble , 3 pieces Mould (Zircon washed) and Compressed AirPetrol/LPG pre heating technique

Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor’s labour,materials, tools, plants etc. andall leadand lift including crossingof 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.

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.

Transportation of Rails, sleepers, switches, crossings, SEJs andGlued Joints by road vehicles for different leads.Note:1. Lead shall be the shortest motorable road length between thepoints of loading and unloading.2. Loading and unloading shall be paid extra under relevant items.

Lead up to 5 Km

Deep Screening Works

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 250 mm below bottom of sleeper of Plain Track

Deep screening of turnout under line block within stipulated time by way of removing the Points and Crossing assembly by using T-28 cranes, removing the entire stone ballast bed by excavators up to shoulders to depth of 200/250/300 mm, limiting the digging up to original formation level only, screening the ballast so removed and stacking, spreading ballast on the formation in uniform layer from stack of new/screened ballast, placing the points and crossing assembly in designed position, dumping and spreading ballast in cribs and shoulders, lifting of track as required so as to get a clean cushion of 300mm, shifting of sleepers to correct spacing including removal and re-fixing of fittings wherever necessary, aligning of sleepers as per prescribed layout, initial packing, aligning, dressing/ lowering the cess to deep screened depth up to the edge of bank with a slope of 1 in 30, boxing of ballast to profile and making fit to run the trains at a speed of non stop 20 KMPH as specified in IRPWM - June 2020 or latest complete in all respect as directed by the Engineer - in - charge. Note: 1. Rail cutting and Rail hole drilling shall be paid under relevant items. 2. Scooped ballast shall be screened and the unused quantity of screened ballast shall be stacked for use in future.:For 1 in 8.5 Points & Crossings

Total of Sch-E

Schedule F(Supply of Steel Reinforcement)

Supplying reinfocement for R. C. C. work incuding straightening, cutting, bending, placing in position and binding all complete ThermoMechanically Treated Bars Fe-500 or more.

Total of Sch-F