1) Construction of RCC Box Culvert (1x3.66m span) at Br. No. 182 in lieu of existing 2x1.2m dia Hume pipe bridge in RMU-LKU section. 2) Replacement of the old PSC slab of Bridge No.75 (1 x 3.66 m) at Km 54/235-239 with a new PSC slab in the MB-RMR section. 3) Construction of new waterway Bridge (1x3.66m) in BPZ- GUB block section to prevent waterlogging near track in jurisdiction of ADEN/KPV in IZN division of N.E Railway.

Item Breakup - A-USSOR-2021.

80.00 minimum 50mm dia. spaced equally Providing and laying in position Plain cement concrete of specified Nominal Mix for 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 :

42.54 : 3 graded stone aggregate 20 mm nominal size)

49.84 graded stone aggregate 40 mm nominal size). IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN 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.

27.36 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. Earth work in OPEN excavation in foundation of bridges, for placing of well curbs of all shapes and designs in all kinds of soil including taking out the excavated soil, levelling, ramming of bottom of excavation and trimming of sides, returning the soil in layers, consolidation, disposal of surplus soil within a lead of 300m, including all lift, dewatering, shoring and strutting complete as per technical specification and as directed by Engineer in charge.

cum IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

501.56 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. N o t e : 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.

13.66 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.

221.62 or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

962.00 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 IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

238.40 box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer- in-Charge. N o t e : 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes.

238.40 for protection of track from subsidence while pushing the box as per design over item no. 031120. Note: The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes.

196.00 less than 35 kg each at specified bridge locations.

78.12 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).

156.00 consolidation with all 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. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

765.36 (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in- charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.

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

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

RM 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.

Each Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.

Each IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

150.00 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.

80.00 ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard 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. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

80.00 of 1540 Sleepers/Km or more 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.

60.00 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.

60.00 of 1660 IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

8.00 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed. 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)

Each 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.

Each Total 13585239.33

Item Breakup - B-USSOR-2021.(Reinforcement)

84710.00 Fe-500D or more of approved brands/makes. Total 8466764.50

Item Breakup - C-USSOR-2021.(Cement)

Portland Cement approved brands/makes Total 2883685.58

Item Breakup - D-CPWD DSR-2021.

Item Breakup - E-NS Items.

HIRE CHARGES OF PLANTS & MACHINERY:- Day Hydraulic Excavator (3D) with driver and fuel ( Note :- 1. Above hire - charges (from item code 0001 to 0083) include cost of services of operating staff, Cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery and excluding GST. 2. The hire charges of plant machinery on per day basis are for single shift of eight working hours.

Gravel 5 mm to 10 mm. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Stationing & manning of Poclains at site at Per the time of execution of work including fuel Day etc ( 6nos x5days = 30 days)

Marching of poclains at bridge site including Each all labour , fuel etc. complete for two times(6nos x2=12 nos.)

Stationing and manning of 200 MT capacity Per road crane at site at the time of execution of Day work including fuel etc complete ( 6nos x 5days = 30 days)

Marching of 200 MT capacity road crane at Each bridge site including all labour , fuel etc complete for two times (6 nos x2 = 12 nos.)

Supplying & driving the cold twisted MS sheet Kg piles generally 10 mm and 10 meter deep below formation level having interlocking design and taken out the same after launching with all necessary vibro hammers and other T & P required as a complete job it includes all necessary labour and material cost of all T& P, all leading, loading, transportation of the same with all toll taxes ( to and Fro) , GST and other applicable taxes as per extent rules, all ascent, decent, crossing of track, cost of all fules and lubricants, the necessary arrangement of lighting camping at site etc.

Providing and removing barricading with the Metre help of portable fencing made of wooden ballies / steel pipes to be provided along the length at a distance of 3.5 m from centre line of the nearest track where the days work to be done in closed vicinity of the track . The fencing shall be provided as mentioned in special condition of contract under the heading " SPECIAL CONDITION REGARDING INSTRUCTIONS ON SAFE WORKING NEAR RUNNING RAILWAYS TRACK " and as per direction of engineer in charge

Removing & putting back stone ballast from cum running track screening and stacking along the cess/ground with all lead lifts, descends/ascends with lead up to 100 m.

SIZE-(3.6Mtr x1.2 Mtr) or size as per Metre approved drawing "Design and casting of thrust bed and pushing/ Insertion of already cast RCC Box through the existing embankment below running traffic for all heights and depths including normal to embankment or in skew including designing & casting of RCC Thrust bed in M- 30/M-35 / M-40 or any other design mlx as per approved plan, with coarse sand and stone aggregate of 20mm and down gauge, inclusive of pumped concrete produced by RMC plant/automatic computerized batching plant. Rate is inclusive of mechanical compaction of concrete, curing of concrete for a specified period (minimum fifteen days), including provision of necessary staging, centring shuttering, de-shuttering admixture (SIKAMENT600 or FOSROC P- 211 or as approved by Engineer-in- Charge), cutting, straightening, hooking, bending, binding and placing reinforcement in position as per approved plan incl. the cost. of GI binding wire, and including the cost of dewatering /bailing out of water, lowering underground water table whenever required at site (for which no extra payment will be IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY made).Cement and steel consumed in thrust Bed, earth work for casting of thrust bed as per approved design/drawing will be paid extra in the relevant items of the schedule. The rate also includes provision of pin pockets in thrust bed including provision of 5mm thick steel lining in jacking pin pockets as per approved plan, drag sheet with associate anchoring arrangements, shoring for railway bank protection arrangement including stabilization of cut face for pushing by soil stabilization/soil nailing as per approved scheme (Cement for stabilization and reinforcement for nailing will be paid extra under relevant item of the schedule, temporary arrangement including the cost of dewatering, bailing out of water, lowering underground water table whenever required at site due to rains or sub soil water or any other reasons for safety embankment/track, during execution boulder filling/ pitching and sand filling etc. " if required as per approved plan as a complete job. This will also include the cost of fixing of rail/channel and provision of 50mm thick screed as and when required before casting of box segment and providing two layer of polythene sheet as per approved plan including pushing/insertion of RCC boxes below railway track under running traffic conditions by jack pushing technique making use of protection arrangement which will be paid separately under relevant item of the schedule, dismantling of track for insertion/removal if required of protection arrangement & refixing of track on protection arrangement ballast bed, cutting edge etc as per approved drawing including all types of enabling work, IGS (intermediate Guide Shield), cutting of banks upto required level, disposal of surplus earth outside railway land, alignment of boxes, plugging of gaps between boxes as per scheme approved by railway and as directed by the Site Engineer. This includes the cost of all types of jack sand labour, material and supervision etc including all lead, lift, ascents, descents, loading, unloading, handling, re handling, crossing of stream, nallah, Railway track, level crossing etc. or any other obstruction, cost of all safety works and safety precautions all labour and materials as a complete job. Nothing extra shall be paid on this account. (Internal area of the box and actual length of pushing/ insertion will be measured for payment under this item"

Leading ballast, kankar, brickbats, stone- cum chips, shingle, stone boulders, block kankar, pitching stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime, debris, muck, malba, etc. for lead upto 25 km. Note: Lead under this item is payable when the same exceeds 500 M. (USSOR-2012 Item no- 021090). IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Providing CC/RCC M-25 with contractor's cum crushed stone aggregate 20mm gauge and coarse sand etc. in roof slab, RCC coping, platform, fencing, parapet wall, platform panel, micro piles for platform fencing etc. including supplying, removing and fixing of form work curing as required with all lead, lift, ascend/descend Xing of nallah labour and material complete as per approved plan and direction of Engineer-in-charge.( Cement and steel reinforcement will be paid separately).

Drilling holes for (20mm up to 40 mm dia. ) Each in existing abutment up to a 200 mm depth Hole and fixing 20 mm dia. Bar by cement mortar/ Cement Concrete as per direction of Engineer in charge ( Cement and steel reinforcement will be paid separately).

Casting of pre-cast Reinforced cement cum concrete M-30 / M-35 segment /slab with design mix with contractor's stone aggregate of size 20 mm and below and coarse sand of approved quality, including all labour and materials, steel shuttering, Vibrator for compaction as required including transportation, all leads, lifts, loading, unloading, handling, cutting, binding and handling of MS rods / tor steel to form reinforcement with contractor's galvanized binding wire of size 16 SWG steel of appropriate size and specification for work and arrangement of water for curing. The rate also includes transportation of pre-cast segment/slab to different bridge sites and stacking the same as per the Railways requirements given by Engineer in-charge by contractor's truck/ trailers etc. Loading and unloading is to be carried out by contractor's Road cranes or by any other approved method. The rate is inclusion of all taxes, incidental charges and royalty. And placement of precast RCC segment /slab with the help of road crane as desired location carefully by pulling method during traffic block with all contractor's own labour, tools & materials preparedness of surface as directed by the Engineer-in-charge including filling of joints by epoxy mortar and laying of required sand including cost of epoxy & sand . (Cement and reinforcement will be paid separate item of this schedule .)

Designing and Preparation of all Drawings of Job Bridge with design as per Railway loading and as per Code/Relevant IS code duly checked by Government Engineering college/IIT. Submission of report in three copies.

Preparation of drawing through Auto Cad as Sqm per direction of Engineer in-charge. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Carrying out soil investigation at site for Job bearing capacity and other parameters for designing the foundation for the satisfaction of engineer in charge at the required depth as per the direction of engineer in-charge. The quoted rates will including the cost of submitting the soil test report from the agency of reputed as approved by the site engineer in-charge (with contractors own tools and equipment if required) as per special condition of contract. The method of testing will be as per the direction of site Engineer.

Topographical mapping by Total Station Per Equipment (TSS) of yard curve etc. showing Day all existing feature/structure such as road, rail, boundary, building, Nallah / Drain, electric, telephone line, water drain etc. using contractor own engineer, labour, tool & plant, equipment etc. complete. The work shall including mapping to the scale yard, curve etc. by TSS incorporating field data in Auto CAD, Drawing (Soft Copy) to engineer in-charge required details. NOTE: Rate unit effectively means per team, per day deployed for the work in site. Total 18239651.76