Conversion of Jharekhapur halt into 3 line crossing station and Conversion of Deokali halt into 3 line crossing station with Goods Platform on Line no 3 in STP- MLN section (Civil+P.Way)

A-USSOR-2021 Items

B-CPWD-DSR-2021 Items

Item Breakup - A-USSOR-2021 Items

Using Soil Class SQ1 CAO-C-NER-ENGG/NORTH EASTERN 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 or 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 soil cum except rock

Foundation preparation in cutting - 100 Sqm ploughing and pulverizing 15 cm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or allowing for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying blanketing layer.

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. CAO-C-NER-ENGG/NORTH EASTERN RLY 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 60 cm and up to 1.5m

Girth over 1.5m up to 3 m Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor.

With 3 horizontal bamboo / balli RM members of minimum 50mm dia. spaced equally

Joining with strong nylon rope in one RM cross and one horizontal pattern of minimum 5mm dia. Total 29741630.03 All the item as per attached Annexure-A-II based on NER-USSOR-2021 and any other items not Item- 2 included in this Annexure but provided in Chapter-2 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount 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 :

1:3:6 (1 Cement : 3 coarse sand (zone- cum III): 6 graded stone aggregate 40 mm nominal size). CAO-C-NER-ENGG/NORTH EASTERN 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. 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 Supply and using Cement at Worksite

Ordinary Portland Cement approved brands/makes

Ordinary Portland Cement 53 grade of MT approved brands/makes 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. Total 30154741.97 All the item as per attached Annexure-A-III based on NER-USSOR-2021 and any other items not Item- 3 included in this Annexure but provided in Chapter-3 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount CAO-C-NER-ENGG/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 cast in-situ Prestressed (Post-tensioned) concrete girder / Box girders/Slabs for different spans including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per drawings, specifications and direction of the Engineer in-charge. Note: 1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and grouting of the ducts shall be made extra under relevant items. 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.

With Soffit level up to 9m above Bed cum level Total 260974.27 All the item as per attached Annexure-A-IV based on NER-USSOR-2021 and any other items not Item- 4 included in this Annexure but provided in Chapter-5 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount

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).

Providing and laying Filter Material as cum per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra).

Epoxy Grout Total 4774150.73 All the item as per attached Annexure-A-V based on NER-USSOR-2021 and any other items not Item- 5 included in this Annexure but provided in Chapter-6 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount CAO-C-NER-ENGG/NORTH EASTERN RLY Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.

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

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

Rail section of 52Kg and above Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Conditions not requiring Traffic Set Block Total 830010.48 All the item as per attached Annexure-A-VI based on NER-USSOR-2021 and any other items not Item- 6 included in this Annexure but provided in Chapter-7 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount CAO-C-NER-ENGG/NORTH EASTERN RLY 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 w ith 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 Total 921439.92 All the item as per attached Annexure-A-VII based on NER-USSOR-2021 and any other items not Item- 7 included in this Annexure but provided in Chapter-8 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount

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.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre-defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms.

Under Traffic Block Conditions:

Under Conditions not requiring Traffic cum Block: Total 975398.00 All the item as per attached Annexure-A-VIII based on NER-USSOR-2021 and any other items not Item- 8 included in this Annexure but provided in Chapter-12 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount CAO-C-NER-ENGG/NORTH EASTERN RLY Shifting & pairing of rails / panels unloaded alongside existing running track to adjoining formation of a new line including crossing of one track, duly lifting & pushing rail / panel without damaging it and taking all necessary precautions, so as not to infringe the running track, as directed by Engineer in- charge. Note: The rail barricading, if disturbed during working, should be restored to its original condition by the agency including re-fixing & concreting as required.

For rails/panels of more than 13m and up RM to 40m length - Under Conditions not requiring Traffic Block

For rails/panels of more than 40m length RM - Under Conditions not requiring Traffic Block Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in-charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the contractor. (2) Excavation and concrete work, if required, will be paid separately.

With Tie bar pegs

Installation of reference points for track Each centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. CAO-C-NER-ENGG/NORTH EASTERN RLY

Spreading of ballast, from existing stacks cum available along formation on top or at c e s s , 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 Working of the Railway Push Trolley by arranging one Head trollyman along with 3 trollymen as per Railway's rules and stipulations for conducting inspections by Railway officials and as directed by Engineer in-charge. Note: 1) Labourers supplied should be of skilled in case of head trollyman and semiskilled in case of trollymen and capable of pushing trolley in all gradients, and levels duly observing all safety precautions as per the manual. 2) The labour engaged should be physically fit for strenuous work, literate and meeting prescribed medical category.

For Full day (8 hrs )

For Half day (4 hours) CAO-C-NER-ENGG/NORTH EASTERN RLY Preparation of completion drawings of yard in AutoCAD, showing all the details, such as circulating area, approach road, platform shelter, platform, FOB etc., showing relevant particulars to appropriate scale as per IR's Engineering Code on approved quality, transparent media as per details supplied by Railways, including submission of check print for proof checking, duly incorporating the suggested corrections and modifications and supplying the final plot on approved quality & transparent media with six copies of ammonia prints complete and soft copy, as directed by Engineer in-charge Note: (i) Drawings shall be prepared by using latest drawing making softwares AutoCAD, Work station etc. and printing shall be done on high end latest plotters. (ii) Stage Payment - (a) For check print - 40% (b) For Paper tracing - 40% (c) For Ammonia print & soft copy - 20%.

Completion drawing of yard at junction Each station

Completion drawing of building

Completion drawing of land plan Total 6462927.12 All the item as per attached Annexure-A-IX based on NER-USSOR-2021 and any other items not Item- 9 included in this Annexure but provided in Chapter-13 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount 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 De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any. CAO-C-NER-ENGG/NORTH EASTERN RLY

Without Rail tensor Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block. Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout Total 1709898.40 All the item as per attached Annexure-A-X based on NER-USSOR-2021 and any other items not Item- 10 included in this Annexure but provided in Chapter-15 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount CAO-C-NER-ENGG/NORTH EASTERN 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.

New Line Section, not opened for traffic Carrying out pre-tamping, during tamping and post-tamping works prescribed in current version IRTMM/IRPWM for tamping of Turnouts of all types Under Conditions not requiring Traffic Block.

1 in 12 Turnouts

Derailing Switch CAO-C-NER-ENGG/NORTH EASTERN RLY

Carrying out various miscellaneous Shift works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means; (2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums; (3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).; (4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge; (5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. Total 233403.72 All the item as per attached Annexure-A-XI based on NER-USSOR-2021 and any other items not Item- 11 included in this Annexure but provided in Chapter-17 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre.

For lead up to 500m

For lead beyond 500 metre and up to 1 MT Km

Extra to Item no. 171041 and 171042 MT with contractor's Rail Dolly / Dip Lorry Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work.

Not involving traffic block Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

I n Wagon where mechanical handling is MT possible and traffic block is not required or in Truck / trailer CAO-C-NER-ENGG/NORTH EASTERN RLY Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.

For lead up to 500 metres

For lead beyond 500 metre and up to 1 MT Km Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous m a t e r i a l except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 10 Km and up to 20 km

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km 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 50 Km and up to 100 Km

Lead beyond 100 Km and up to 150 Km

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 Spreading of New / SH , normal or wider base PSC sleepers from stack along track on either side for different leads with all lifts by any means.

For a lead up to 500m

Extra to Item no. 172081 for additional Each lead of every 500m or part thereof beyond 500 m CAO-C-NER-ENGG/NORTH EASTERN RLY Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres.

From Truck / Trailer Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing o f 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 Total 5494250.40 All the item as per attached Annexure-A-XII based on NER-USSOR-2021 and any other items not Item- 12 included in this Annexure but provided in Chapter-18 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount

Fabrication bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores.

Painting of running rails and check rails RM of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. CAO-C-NER-ENGG/NORTH EASTERN RLY

Fixing of grip expansion bolts of 18mm / Each 22mm dia. with nuts and MS clips / washers on PSC sleepers as per specifications for fixing guard rails / check rails / trolley path including drilling of required holes in sleepers with all fittings with contractor's tools & plants, equipment, consumables with all lead, lifts etc. complete, as directed by Engineer in-charge, excluding cost of bolts, nuts, washers, clips etc. Total 39263.04 All the item as per attached Annexure-A-XIII based on NER-USSOR-2021 and any other items not Item- 13 included in this Annexure but provided in Chapter-20 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount 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

Termination Indicator Board of Circular Each shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long CAO-C-NER-ENGG/NORTH EASTERN RLY

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) Total 265748.16 All the item as per attached Annexure-A-XIV based on NER-USSOR-2021 and any other items not Item- 14 included in this Annexure but provided in Chapter-21 of NER-USSOR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount Painting and fixing MS Indicator Boards of curves, SEJs, Points & Crossings, Gang/section jurisdiction and similar as per standard design including excavation, refilling, concreting in foundation and painting two coats with enamel and luminous paints as directed by Engineer in-charge. Note: Excavation, concrete work and lettering shall be paid separately.

Boards with single post

Boards with two posts Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed.

For removal Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

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

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

Tractor transportation or other misc. works.

Arranging labour as and when required Day by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. Total 10552707.25

Item Breakup - B-CPWD-DSR-2021 Items

strainer of approved quality. 18.44 Providing and fixing to filter and lowering Metre 300 499.8 149940 to proper levels 40 mm G.I. pipe for tube 7 well including cleaning and priming the tube well. 18.45 Providing and placing in position hand Each 6 1178.65 7071.9 pump of approved quality for 40 mm 8 diameter G.I. pipe complete with all accessories. Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including 18.47 excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 9 18.47.5 40 mm nominal bore Each 2600 943.8 2453880 18.48 Providing and placing on terrace (at all Litre 9500 9.7 92150 floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and 10 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock 18.49 of approved quality conforming to IS:8931 : 11 18.49.1 15 mm nominal bore Each 232 434.2 100734.4 Total 4504157.00 CAO-C-NER-ENGG/NORTH EASTERN RLY All the item as per attached Annexure-B-XVII based on CPWD-DSR-2021 and any other items not Item- 31 included in this Annexure but provided in Chapter-19 of CPWD-DSR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount 19.0 DRAINAGE 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 19.4 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 19.6 mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1 19.6.4 300 mm dia. R.C.C. pipe Metre 243 902.05 219198.15 Extra for depth beyond 45 cm of brick 19.31 masonry chamber : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick 19.32 honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non Each 5 28029.15 140145.75 2 modular) bricks of class designation 7.5 Total 359343.90 All the item as per attached Annexure-B-XVIII based on CPWD-DSR-2021 and any other items not Item- 32 included in this Annexure but provided in Chapter-23 of CPWD-DSR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount 23.0 RAIN WATER HARVESTING & TUBEWELLS Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and 23.1 submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 1 23.1.1.1 300 mm dia Metre 165 592.05 97688.25 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, 23.2 including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.6 Supplying, filling, spreading & leveling cum 165 1309 215985 gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer 2 of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. CAO-C-NER-ENGG/NORTH EASTERN RLY 23.8 Gravel packing in tubewell construction cum 165 1479.25 244076.25 in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in 3 required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & 23.10 approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 23.10.3 200 mm nominal size dia having Metre 165 2082.1 343546.5 4 minimum wall thickness 5.40 mm Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall 23.11 thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 5 23.11.2 150 mm nominal size dia Metre 165 1790 295350 23.12 Development of tube well in accordance Hour 165 916.8 151272 with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved 6 method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ 23.13 casing pipe, removable as per requirement, all complete for borewell of: 7 23.13.3 200 mm dia Each 4 280.95 1123.8 Providing and fixing M.S. clamp of required dia to the top of casing/ housing 23.14 pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 8 23.14.3 200 mm clamp Each 2 1827 3654 CAO-C-NER-ENGG/NORTH EASTERN RLY Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe 23.15 assembly of tubewell as per IS:2800 (part I). 9 23.15.3 200 mm dia Each 2 308.55 617.1 Total 1353312.90 All the item as per attached Annexure-B-XIX based on CPWD-DSR-2021 and any other items not Item- 33 included in this Annexure but provided in Chapter-26 of CPWD-DSR-2021 with up to date correction slips. S No. Item No Description of Item Unit Qty Rate Amount 26.0 NEW TECHNOLOGIES AND MATERIALS 26.72 Providing and laying 60mm thick factory Sqm 288 757 218016 made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory 1 compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 26.73S PREFAB/PRECAST TECHNOLOGY Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam 26.74 moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in- Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). 26.74.1 Concrete grade M-35 (Cement content cum 262.27 19488.05 5111130.87 2 370 kgs) Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection 26.77 tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. 3 26.77.3 Solid concrete wall elements cum 262.27 2284.75 599221.38 Total 5928368.25

Item Breakup - C-N.S. Items

Carting of ballast from ballast stacks cum /cess to various stations/block sectionin contractor's vehicle,leading and loading/unloading of the same on location near to the required location in yard/block section as per direction of Engineer in charge. Beyond 1 Km upto 10 Km.

Supplying of consumable of required Litre grade & quantity which can be used in TTM Machine as per satisfaction of TTM staff. (A) Diesel Oil.

Reconditioning of tamping tools with Each specified electrodes as per direction of TTM incharge/Engineer-in-charge including all type transportation etc.

Doing through rail renewal (TRR) by Track dismantling the existing the existing metre 52kg/90R rail panel on BG track carefully removing of released rail panels on cess away from track gas cutting of released three rail panels near welded end into single rail and their transportation to nearest railway station by contractor's means stacking at nominated place as per direction of engineer-in-charge upto lead of 6 Km inserting new single/10/20 rail panels in position keeping welding gap in between panels/rails.Refixing all fittings,putting closure rail if required including insertion of glued joints providing fish plate bolts and clamps etc. as required with or without traffic block and as per direction of engineer-in- charge.New rail panels may be required to be shifted by 20m approximately on either side before insertion.The scope of work includes these aspects also and nothing extra will be payable on this account.

Laying /Insertion of Glued Joint 60/52Kg Each rail PSC/wooden Sleepers, Cutting and drilling holes in rails ,chamfering etc. It also includes Transportation of GJ and deposit of released rails to PWI stores with all lead, lifts and crossing of track etc with contractors tools, equipment plants etc. as per direction of Engineer in charge.

Extra of greasing of inside of MCI and Per liners after cleaning the same with wire Sleeper brush for any debris or rusted material with application of Zero grade graphite grease confirming to IS408-1981 with contractor's material, labour, tools &plants etc in running/non running track a complete job as directed by Engineer- in-charge. If grease graphite supply by the railway the an amount of Rs. 13.60 will be deducted in the given rates of this item. CAO-C-NER-ENGG/NORTH EASTERN RLY

Marking of alignment/levels in curves of Day railway track, crossover, turnouts, turnin curve and other buildings etc. layouts on the ground with the help of total station machine and other equipments as per approved drawings and direction of Engineer-in-charge with complete T&P including technical, non technical staff, transportation, lodging etc.

Hiring of electronic weighting machine. Day (Minimum Capacity 500 Kg.)

Transportation charge of electronic Day weighting machine loading & unloading, maintenance & keeping in safe custody by supplier at desired place as per requirement of Railway.

Hiring of pickupvan/tatamobile etc. on Vehicle- daily basis (Unit=Per Van per day) Day

Offering of rails 90R/52kg/60kg on Track wooden blocks with perfect alignment metre and spacing of joints as per direction of site engineer, with contractor's own labour,tools,plants and consumables to facilitate welding of joints at site to be carried out by other agency.

Pre Establishments of main GNSS (DGPS Kilometre Base) Point & reference point establishment at 150 Meter maximum interval along the track.

(b) Pre Measurement for tamping with Track total station & prism Gedo trolley Kilometre measure and store Gauge. Cross elevation, Chainage , shift and lift value at every 3m i.e Every 5th sleeper interval along the track centre line and coordinates of track centre line at every 3m to be submitted with track geometry (per/km/Round).

(c) Construct Target/ Designs alignment Track with the good points of existing pre Kilometre measurment profile in desing software. To export data in ALC format with design alignment or measured reading in M/c and to provide track adjustment file with Ver extension and also to provide Geo Geometry file to provide text file with slew, uplift and gauge at every 3m i.e every 5th sleeper interval for tamping machine operator during reference.

Post Tamping Measurements (a) Post Track Tamping Measurements with total Kilometre station & prism Gedo trolley measure and store Gauge. Cross elevation, Chainage , shift and lift value at every 3m i.e Every 5th sleeper interval along the track centre line and coordinates of track centre line at every 3m to be submitted with track geometry (per/km/Round).

Reporting (a) Report & plotting soft and Track hard copies of slew & uplift report at Kilometre every 3m/ 5m i.e every 5th sleeper interval compared with design Vs pre profile report of offset distance from track entre to OHE, neighbouring track centre & platform point. Total 9357536.28 CAO-C-NER-ENGG/NORTH EASTERN RLY Over all percentage Above/Below/At par over the basic rates of item under Annexure C-II of Item- 35 Schedule-C. S No. Item No Description of Item Unit Qty Rate Amount

Manufacturing, supplying & fixing of pr- Each fabricated RCC coping stone of size 530mm x 1125mm x 100mm thick as per top face designed and approved by site Engineer with M-30 grade RCC with 8 mm dia. tor steel at 150mm c/c both ways and manufactured by vibro compaction process using jointless FRP / GRP steel moulds of required size, shape & design. The item includes cost of cement, reinforcement, transportation etc. (Note : Under layer of cement mortar to be laid as per site conditions & should be paid for separately)

Earthwork from railway land for repairing cum the cess/ formation/level crossing to make the surface to the level & slopes including all lifts, leads, descends and crossing of track etc.as directed by Engineer in charge.

Painting of steel structures withone MT finishing coat of paint aluminium conforming to IS:2339 of approved quality after touching up the primer coat where ever damaged during erection with Contractor's own paints, materials, tools, plants, consumables, scaffolding etc.

Extra for vacuum dewatering in fresh Sqm concrete work 100mm thick by levelling with double framed secrete vibrator excess water to be removed through vacuum pump with bottom and top filter mat dulys ealing the edges all round finishing withpower floater and power thrower to obtain the hard surface with all lead, lift and other incidental work etc. Total 6884230.25 Over all percentage Above/Below/At par over the basic rates of item under Annexure C-III of Item- 36 Schedule-C. S No. Item No Description of Item Unit Qty Rate Amount

Manufacturing, supply and stacking of cum machine crushed Stone Ballast conforming to RDSO Specification of June/2016 with upto date correction slips and other misc. works for Conversion of Jharekhapur halt into 3 line crossing station and Conversion of Deokali halt into 3 line crossing station with Goods Platform on Line no 3 in STP-MLN section along the track at different locations as decided by Engineer-in-Charge including all taxes, royalty including GST and other leviable by local state and Central Authority, including carriage with all lead & lift, ascent, decent, crossing of track nallah etc. re-handling if any and stacking as per instruction of Railway's representative with contractor's labour tools and plants etc. complete . (a) Basic cost of ballast including GST etc. CAO-C-NER-ENGG/NORTH EASTERN RLY

Manufacturing, supply and stacking of cum machine crushed Stone Ballast conforming to RDSO Specification of June/2016 with upto date correction slips and other misc. works for Conversion of Jharekhapur halt into 3 line crossing station and Conversion of Deokali halt into 3 line crossing station with Goods Platform on Line no 3 in STP-MLN section along the track at different locations as decided by Engineer-in-Charge including all taxes, royalty including GST and other leviable by local state and Central Authority, including carriage with all lead & lift, ascent, decent, crossing of track nallah etc. re-handling if any and stacking as per instruction of Railway's representative with contractor's labour tools and plants etc. complete. (b) All other elements including transportation and GST. Total 22928706.00 Over all percentage Above/Below/At par over the basic rates of item under Annexure C-IV of Item- 37 Schedule-C. S No. Item No Description of Item Unit Qty Rate Amount

Supply of Unskilled skilled labour for Man- various railway works with required Days tools/equipments etc. as per direction of Engineer in charge. Work to be carried out under the supervision of competent railway employees and as per detailed scope of work.

Supply of Semi-Skilled labour for Man- rendering assistance in layout, Days measurement, protection of track/track related works/Supervision of On-Going Works etc. under the supervision of competent railway employee like XEN/Con./SSE-P.Way-Con./J.E.-P.Way- Con./SSE-Works-Con./J.E.-Works-Con with contractor's labour (semi-skilled) to equipments, T&P, consumable etc. complete. The scope of work includes providing H.S. Flag protective equipments such as spanners, Hammers, Beaters, Crow Bars etc. Work to be carried out under the supervision of competent railway employees and as per detailed scope of work.

Supply Operator/Surveyer for office works like Days drawing, surveying etc. Total 1998790.00