Yard Arrangement at Sasalu Station between Arsikere-Hubballi for Freight Terminal Development with 2 Additional Goods and Stabling Lines including Earthwork, Platform Works, Extension of Bridge No.52, Yard Drainage, Construction of Goomty Buildings, Approach Road, Track Linking, Electrical, TRD and Allied Works. (COMPOSITE WORK).

Item Breakup - A-Earth Work

Item Breakup - C-Supply of Cement

Ordinary Portland Cement 43 MT grade approved brands/makes Total 8724420.00

Item Breakup - D-Concrete Work and Other Bridge Work

20m to 30m Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes.

30m to 40m Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit.

Plate size 30cm x 30cm

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

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

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

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain size analysis Hydrometer analysis

Natural Density SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Tri-axial Test Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code

Unconfined Compression Test

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

All kinds of soils

Soft rock (not requiring blasting) cum

Hard rock (requiring blasting)

Hard rock (blasting prohibited ) 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 C e m e n t , centering and shuttering - All work up to plinth level :

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

1:3:6 (1 Cement : 3 coarse sand cum (zone-III): 6 graded stone aggregate 40 mm nominal size). SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Providing and laying in position cum 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 in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. 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 . 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Approach slab at formation level, cum Dirt wall/ ballast wall at formation level

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

Providing and fixing Weep Holes Metre in 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.

Providing and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (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. Centering and shuttering including strutting, propping etc. and removal of form for : SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

All structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over Sqm item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof.

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

Supply and laying of coarse sand cum including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in c h a r g e in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

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

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

Dewatering accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. 38 022013(022020) Extra over item nos. 022011 to cum 610.00 144.74 88291.40 022014 for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required. Note: The extra percentage rate is applicable only for the quantity of work executed under water. [RATE = 20%] Total 20128054.17

Item Breakup - E-Supply of Reinforcement Steel

Item Breakup - F-COE & Blanketing Items

Using Soil Class SQ1

Using Soil Class SQ2

Using Soil Class SQ3

Mechanical manufacturing of cum blanketing 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. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge.

On top of subgrade or prepared Sqm subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. Total 51924545.00

Item Breakup - H-Collection of supply of Ballast

When distance of nearest quarry cum is more than 30 km and up to 40 km Total 8934930.00

Item Breakup - L-Track Works

Up to 40 m long rail panel SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 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.

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

For Through Rail Renewal work

Lubrication of ERCs and its liner ERC contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area.

Lubrication of gauge face of rail RM on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete.

By using Graphite Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 52Kg and above 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 Set Traffic Block

Under Traffic Block Conditions

Dismantling & removing existing Set SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 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. N o t e : 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 12 Turnout (Under Traffic Set Block)

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

Loading collected at yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre- defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms.

Under Conditions not requiring cum Traffic Block: 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 52Kg 90 UTS Rails

For 60Kg/60EI- R260 rails SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 25mm gap 'in-situ' welding during traffic block and finishing o f weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction s l i p s , including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding shall be carried o u t only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor.

For 60 Kg/60EI - R260 grade Rail Each SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 25mm gap Cess Welding and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Welding shall be carried o u t only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (Zircon washed) manually pressed, Single shot crucible fitted with auto tapping thimble a n d Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19- 2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing.

For 60 Kg/60EI - R260 grade Rail Each Flash Butt Welding of 90 UTS rails and finishing of weld to m e e t 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 Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with TRM Sleeper Density of 1540 Sleepers/Km or more SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 8½ PSC layout

1 in 12 PSC layout

1 in 8½ Derailing Switch 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.

Without Rail tensor Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

One Gang comprising of 20 Gang Day physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate.

Replacing existing glued joint rail Each with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's 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

For 52 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

1 in 8½ Turnout

Derailing Switch SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in-charge.

LWR / SEJ Board

Curve Board Carrying out USFD testing of Alumino Thermic (AT) welds on all types of rails, using 0° (2 MHz) double crystal; 70° (2 MHz) 20mm x 20mm single crystal probe for head & flange testing; 2 nos. 45° (2 MHz) single crystal with tandom rig for testing from rail top to bottom & for half moon testing and 70° (2 MHz) 20mm x 20mm side looking probe by NBC (Need Based Concept) method under traffic conditions as per provisions of IR's "Manual & Specifications for Ultrasonic Testing of Rails and Welds" & related instructions duly marking the defects, submission of daily reports and storing back-up data as specified & directed. The rates are inclusive of contractor's men, materials & machines complete unless otherwise specified and directed.

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

1 in 12 Turnouts (Under Traffic Set Block Conditions) 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 8½ Turnouts

1 in 12 Turnouts

Derailing Switch SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 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 Each Track

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

I n Wagon where mechanical MT handling is possible a n d traffic block is not required or in Truck/trailer. Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre.

I n Wagon where mechanical MT handling is possible a n d traffic block is not required or in Truck/trailer. Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner.

From Wagon where mechanical MT handling is possible a n d traffic block is not required or in Truck / trailer. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 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.

During period of traffic block

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

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

Lead beyond 50 Km and up to MT 100 Km SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Lead beyond 100 Km and up to MT 150 Km

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

Lead beyond 50 Km and up to MT 100 Km

Lead beyond 100 Km and up to MT 150 Km

Extra for every Km per MT MT-Km beyond 150 Km over item no. 172057 Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Fabrication including cutting, TRM 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.

Manufacturing, supplying and Each fixing 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) 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.

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

Providing and erecting water Day proof Gypsy Tent of size 3m x 3m for a specific period of time and removal of the same after completion of work or as directed by Engineer in-charge. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Manufacturing and fixing buffer Each stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. Total 12390051.33

Item Breakup - K1-Electrical items ( TDR - Copper items)

6(a) Supply (excluding supply of Kilometre copper contact wire and catenary wire) and erection of over head equipment only by manual - Supply Only

6(a) Supply (excluding supply of Kilometre copper contact wire and catenary wire) and erection of over head equipment only by manual - Erection only

6(a) Supply (excluding supply of Kilometre copper contact wire and catenary wire) and erection of over head equipment only by manual - Erection under power block only

9 (d) Supply ( excluding supply of Each copper conductor ) and erection of anti creep with Pure/Cadmium Copper Catenary Wire -Supply Only

9 (d) Supply ( excluding supply of Each copper conductor ) and erection of anti creep with Pure/Cadmium Copper Catenary Wire -Erection Only

9 (d) Supply ( excluding supply of Each copper conductor ) and erection of anti creep with Pure/Cadmium Copper Catenary Wire -Erection under power block Total 447900.00

Item Breakup - K2-Electrical items ( TDR - Steel items)

3 (a)(ii) Supply only of fabricated MT mast K,B,T & S series etc excluding S1 to S8 masts - Supply Only

3 (a)(iii) Supply only of BFB mast MT "8x8", "6x6" and RSJ 8"x6" & S1 to S8 masts- Supply Only

3 (b)(i) Supply and erection of MT fabricated steel work other than masts by manual/crane-Supply only

3 (b)(i) Supply and erection of MT fabricated steel work other than masts by manual/crane-Erection only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

3 (b)(i) Supply and erection of MT fabricated steel work other than masts by manual/crane-Erection under power block

3(c) Supply and erection of MT fabricated and galvanized small parts steel work-Supply Only

3(c) Supply and erection of MT fabricated and galvanized small parts steel work-Erection Only

3(c) Supply and erection of MT fabricated and galvanized small parts steel work-Erection under power block Total 9043334.00

Item Breakup - K3-Electrical items ( TDR - Foundation items)

2(a)(i) Concrete for foundation cum and plinth in hard soil-Supply Only

2(a)(i) Concrete for foundation cum and plinth in hard soil-Erection Only

2 (a) (ii) Concrete for foundation cum and plinth in rocky soil-Supply Only

2 (a) (ii) Concrete for foundation cum and plinth in rocky soil-Erection Only

2 (b) Concrete for foundation and cum plinth in other than hard soil and rocky soil-Supply Only

2 (b) Concrete for foundation and cum plinth in other than hard soil and rocky soil-Erection Only Total 3348450.00

Item Breakup - K4-Electrical items ( TDR - Other items)

1(a) Preparation of designs and Kilometre drawings for over head equipment and verification of Purchasers Engineering Plan (Unit is STKM)

1 ( c ) Preparation working rule diagram and working instruction pertaining to 25 KV AC Traction

3 (a)(i) Erection of traction masts MT and main masts of switching stations and L.T. supply transformer stations by manual/crane

3(e) Supply and erection of a Guy Each rod assembly -Supply only

3 (e) Supply and erection of a Each Guy rod assembly -Erection only

3 (e) Supply and erection of a Each Guy rod assembly -Erection under power block only

4(a)(i)(a) Supply and erection of Each a single bracket assembly (including stay and bracket insulators) -Supply only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

4(a)(i)(a) Supply and erection of Each a single bracket assembly (including stay and bracket insulators) -Erection only

4(a)(i)(a) Supply and erection of Each a single bracket assembly (including stay and bracket insulators) -Erection under power block only

4 (a)(ii) Extra on 4 (a) (i) for Each supply and erection of additional fittings on a single bracket assembly for supporting two OHEs-Supply Only

4 (a)(ii) Extra on 4 (a) (i) for Each supply and erection of additional fittings on a single bracket assembly for supporting two OHEs-Erection Only

4 (a)(ii) Extra on 4 (a) (i) for Each supply and erection of additional fittings on a single bracket assembly for supporting two OHEs-Erection under power block Only

4 (b) (i) Supply and erection of Each pull off arrangement for one OHE -Supply only

4(b)(i) Supply and erection of pull Each off arrangement for one OHE- Erection only

4(b)(i) Supply and erection of Each pull off arrangement for one OHE-Erection under power block only

4 (b)(ii) Extra for each additional Each equipment pulled -Supply only

4 (b)(ii) Extra for each additional Each equipment pulled -Erection only

4 (b)(ii) Extra for each additional Each equipment pulled -Erection under power block only

5(a)(i) Supply and erection of Each mounting arrangement for span wire -Supply only

5(a)(i) Supply and erection of Each mounting arrangement for span wire -Erection only

5(a)(i) Supply and erection of Each mounting arrangement for span wire -Erection under power block only

5(a) (ii) Supply and erection of a Metre span wire -Supply only

5 (a)(ii) Supply and erection of a Metre span wire -Erection only

5 (a)(ii) Supply and erection of a Metre span wire -Erection under power block only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

8 (a) (v) Supply and erection of Each regulating equipment (3 pulley type) modified with counter weight assembly for conventional / composite OHE. - Supply only

8 (a) (v) Supply and erection of Each regulating equipment (3 pulley type) modified with counter weight assembly for conventional / composite OHE. - Erection only

8 (a) (v) Supply and erection of Each regulating equipment (3 pulley type) modified with counter weight assembly for conventional / composite OHE. - Erection under power block only

8(b) (i) Supply and erection of Each materials for termination of Single conductor of overhead equipment.-Supply only

8(b) (i) Supply and erection of Each materials for termination of Single conductor of overhead equipment.-Erection only

8(b) (i) Supply and erection of Each materials for termination of Single conductor of overhead equipment.-Erection under power block only

8(b) (ii) Supply and erection of Each materials for termination of Double conductor (conventional/composite OHE) - Supply only

8(b) (ii) Supply and erection of Each materials for termination of Double conductor (conventional/composite OHE) - Erection only

8(b) (ii) Supply and erection of Each materials for termination of Double conductor (conventional/composite OHE) - Erection under power block only

8 (b)(iv) Supply and erection of Each materials for anticreep termination (one end)-Supply Only

8 (b)(iv) Supply and erection of Each materials for anticreep termination (one end)-Erection Only

8 (b)(iv) Supply and erection of Each materials for anticreep termination (one end)-Erection under power block Only

10 (a) Extra on item 6(a) for Each supply and erection of additional fittings at a turnout, diamond crossing or overlap.-Supply only

10 (a) Extra on item 6(a) for Each supply and erection of additional fittings at a turnout, diamond crossing or overlap.-Erection only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

10 (a) Extra on item 6(a) for Each supply and erection of additional fittings at a turnout, diamond crossing or overlap.-Erection under power block only

11 (a) (i) Supply and erection of Each porcelain cut-in- insulator - Supply only

11 (a) (i) Supply and erection of Each porcelain cut-in- insulator - Erection only

11 (a) (i) Supply and erection of Each porcelain cut-in- insulator - Erection under power block only

11 (a) (ii) Supply and erection of Each a porcelain suspension insulator - Supply only

11 (a) (ii) Supply and erection of Each a porcelain suspension insulator - Erection only

11 (a) (ii) Supply and erection of Each a porcelain suspension insulator - Erection under power block only

11 (b) Supply and erection of a Each 25 kV Post insulator -Supply only

11 (b) Supply and erection of a Each 25 kV Post insulator -Erection only

11 (b) Supply and erection of a Each 25 kV Post insulator -Erection under power block only

12 (a) Supply and erection of a Each section insulator assembly - Supply only

12 (a) Supply and erection of a Each section insulator assembly - Erection only

12 (a) Supply and erection of a Each section insulator assembly - Erection under power block only

13 (a) Supply and erection of 25 Each KV S.P. isolators without earth contact assembly. -Supply only

13 (a) Supply and erection of 25 Each KV S.P. isolators without earth contact assembly. -Erection only

13 (a) Supply and erection of 25 Each KV S.P. isolators without earth contact assembly. -Erection under power block only

13 (c) Supply and erection of 25 Each kV double pole Isolator -Supply only

13 (c) Supply and erection of 25 Each kV double pole Isolator -Erection only

13 (c) Supply and erection of 25 Each kV double pole Isolator -Erection under power block only

13 erection of an earth contact assembly in an Isolator -Supply only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

13 erection of an earth contact assembly in an Isolator -Erection only

13 erection of an earth contact assembly in an Isolator -Erection under power block only

13 (e) Extra on item No.13 (a) (b) Each & (c ) for an inter locking device. -Supply only

13 (e) Extra on item No.13 (a) (b) Each & (c ) for an inter locking device. -Erection only

13 (e) Extra on item No.13 (a) (b) Each & (c ) for an inter locking device. -Erection under power block only

15(a) Supply and erection of a Each copper jumper -Supply only

15(a) Supply and erection of a Each copper jumper -Erection only

15(a) Supply and erection of a Each copper jumper -Erection under power block only

16 (a) Supply and erection of a Each structure bond-Supply only

16(a) Supply and erection of a Each structure bond-Erection only

16 (b) Supply and erection of Each longitudinal bond -Supply only

16 (b) Supply and erection of Each longitudinal bond-Erection only

16 (c) Supply and erection of Each transverse and special bond - Supply only

16 (c) Supply and erection of Each transverse and special bond - Erection only

17 (a) Supply and erection of a Each single earth electrode -Supply only

17(a) Supply and erection of a Each single earth electrode -Erection only

26 (a) (ii) Supply and erection of Metre Solid copper bus bar 18 mm- Supply only

26 (a)(ii) Supply and erection of Metre Solid copper bus bar 18 mm - Erection only

26 (a)(ii) Supply and erection of Metre Solid copper bus bar 18 mm - Erection under power block only

26 (c) (i) Supply and erection of Each Cu Bus terminal (6310)-Supply only

26 (c) (i) Supply and erection of Each Cu Bus terminal (6310)- Erection only

26 (c) (i) Supply and erection of Each Cu Bus terminal (6310)- Erection under power block only

26 (c) ( ii) Supply and erection of Each Cu Bus splice (6320) -Supply only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

26 (c) (ii) Supply and erection of Each Cu Bus splice (6320) -Erection only

26 (c) (ii) Supply and erection of Each Cu Bus splice (6320) -Erection under power block only

26 (c) (iii) Supply and erection of Each Cu Bus tee joint-Supply only

26 (c) (iii) Supply and erection of Each Cu Bus tee joint - Erection only

26 (c) (iii) Supply and erection of Each Cu Bus tee joint - Erection under power block only

26 (c) (iv) Supply and erection of Each Cu Bus terminating tee -Supply only

26 (c) (iv) Supply and erection of Each Cu Bus terminating tee- Erection only

26 (c) (iv) Supply and erection of Each Cu Bus terminating tee- Erection under power block only

30 (a) (iii) Supply and erection of Each protective screen for FOB/ROB.- Supply only

30 (a) (iii) Supply and erection of Each protective screen for FOB/ROB.- Erection only

30 (a) (iii) Supply and erection of Each protective screen for FOB/ROB.- Erection under power block only

30 (b)(iv) Supply and erection of Lumpsum caution boards along with suitable fixing clamps-Supply Only

30 (b)(iv) Supply and erection of Lumpsum caution boards along with suitable fixing clamps-Erection Only

30 (b)(iv) Supply and erection of Lumpsum caution boards along with suitable fixing clamps-Erection under power block Only

31 (a)Transfer of equipment from Each one mast or support to another- Erection Only

31 (a)Transfer of equipment from Each one mast or support to another- Erection under power block Only

31 (b) Provision of an additional Each bracket assembly/assemblies on a mast or support-Erection Only

31 (b) Provision of an additional Each bracket assembly/assemblies on a mast or support-Erection under power block Only

31 (d) Dismantling of overhead Kilometre equipment - Erection only

31 (d) Dismantling of overhead Kilometre equipment - Erection under power block only

31 (f) Splicing and extension of Each an anchored over head equipment -Supply only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

31 (f) Splicing and extension of Each an anchored over head equipment -Erection only

31 (f) Splicing and extension of Each an anchored over head equipment -Erection under power block only

31 (h) Slewing of equipment- Each Erection only Span

31 (h) Slewing of equipment- Each Erection under power block only Span

31 (k) Dismantlement of OHE Each mast / structure by cutting- Erection only

31 (k) Dismantlement of OHE Each mast / structure by cutting- Erection under power block only

31 (l) Dismantlement of OHE Each mast/structure by breaking the foundation -Erection only

31 (l) Dismantlement of OHE Each mast/structure by breaking the foundation -Erection under power block only

31 (n) Dismantling of guy rod - Each Erection only

31 (n) Dismantling of guy rod - Each Erection under power block only

31 (p) Releasing of portal Booms- Each Erection Only

3 (a)(i) Erection of traction masts MT and main masts of switching stations and L.T. supply transformer stations by manual/crane under Power Block Total 7883639.00

Item Breakup - L1-Track work(Transportation)

Dismantling the existing BG Set Buffer-stop laid with rails & wooden/ST sleepers including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material-wise and classification-wise duly releasing all fittings carefully without causing any damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in- charge. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Assembling all types of Switches on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches with a maximum lead of 500m, all lift & crossing of track as required including cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including lubrication of fittings/fastenings, complete in all respect. Note: Required P.Way fittings shall be supplied at SSE/P.Way stores.

1 in 12 Turnouts Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge.

1 in 8½ Turnouts

1 in 12 Turnouts

Derailing Switch 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 RM 40m length - Under Traffic SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Spreading 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. 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. N o t e : 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 sleepers per km

For sleeper density sleepers per km SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Shifting / Slewing the existing or newly assembled track of any rail section with any type of sleepers and any density under line block to correct locations & alignment and attending to one round kutcha packing to run safely at 20KMPH speed with all contractors tools and consumables complete and as directed by Engineer in-charge.

Maximum Shifting / Slewing for TRM more than 1 metre & up to 2 metres Total 1856737.99

C-Supply of Cement

D-Concrete Work and Other Bridge Work

E-Supply of Reinforcement Steel

F-COE & Blanketing Items

H-Collection of supply of Ballast

K-Electrical Items( Gendral Items)

Fabrication,assembling andsupply of RCC /PSCC pole 9 mtr /9.1 mtr long DP structure 7 (3.3 mtr width) with accessories, scope include 3 Nos. 11 KVdisc insulator with hardwares 2 Nos. of danger board, 2 Nos.of anti climbing device with suitable guide rails and MS channel to mountthe transformer as per specification

Erection, testing andcommissioning of DPstructure 3.3 mtrwidth for mountingof transformer and switch gear includingpainting ofhardwares and fixingof cross arms withaccessories as perspecification (costdoes not includeexcavation and CCfoundation charges)

Fabrication, assembling and supply and erection, commisioingof 9 mtr. / 9.10 mtr. long RCC / PSCC strut pole with its hardware parts and all accessories (for LT / 11 KV / 33 KV) (cost does not include excavation and CC foundation charges)

Supply and fixing of gang operated switch 11 KV 200 /400 A single breakhorizontal type for 11 KVRYB phases with supportframe as per specification

Supply and fixing of metal oxide surge lightning arrestors. Arrestors are gapless type (9 KV 5 KVA) as per IEC 600 99-44 and IS 3070 Part (iii) lightning arrestor 11 KV rating for RYB phases with earth connection by GI flat of size 25x3 mm as per specification

Supply and fixing of 200A DOLO fuse unit for 11 KV HT RYB phases as per specification

Supply and fixing of stay set with stay tightner, stay rod, stay clamp stay insulator stay wire etc. complete set as per specification

Trenchless cutting to cross the cable across the track/road duly provided with 160 mm (OD) HDPE pipe to pull 11 KV and 33 KV HTUG / LTUG cable at sufficient depth (Rate includes CC Foundation and cutting charges and cost of pipe with laying)

Transportation, Laying, testing and commissioning of HTUG Cable of size 3Cx240 sqmm cable will be supplied by SSE/E/Stores/CN/BNC

Pipe earthing arrangements (for LT, 11 KV & 33 KV system)

Design and casting of suitable shallow foundation with M - 20 concrete for high mast considering the site as 10T / Sqmm at 2 mtr. depth with all material labour as per specification

Erection and commissioning of the 18m high mast with the help of suitable equipments and wiring of luminaries with all materials and labour including fixing of fitting etc.,

Installation of control panel on suitable foundation including all material and labour for high mast

Design, fabrication, assembling and supply of 18 m high mast system with its accessories. Mast shaft shall be in two sections, hot dip galvanized and suitable for wind velocity as 7 per IS 875 part 3. It shall also include accessories for high mast including head rame, steel wire rope 6mm dia (7/19 construction) double drum winch, galvanized lantern carriage arrangement suitable for 8 luminaires symmetrically and its control gear boxes and lighting panel and with twin dome aviation lights. The mast shall have an integral power tool system. Luminaires wiring materials not includes in the mast supply price and as per specification

Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates suitable for 18 m high mast as per specification

Supply of integral flood light LED luminaire 300 watts (IP.66) with its driver / associated accessories for high mast application as per specification

Design,fabrication and fixing of fencing for high masts withmade out of 8 gauge GI 7 chainlink wire mesh gate with lockingarrangement , suitable rails atcorners to be fixed by digging1100mm depth with laying of concrete foundation,completestructure to be painted withcorrosion resistant metallicsilver paint including allnecessary accessories as persite condition

Transportation, laying, testing and commissioning of LTUG 4Cx25 /4CX70sqmm( Cables will be supplied by SSE/E/Stores/CN/BNC)

Excavation of LT cable trench 0.3m width, 1m depth including refilling the trench along with supply and spreading of sand coarse and bricks as per specification

Earth work byexcavation of pit forCC foundation to erectthe HT/LT poles (forDP/SP structures) /RCC pole / strut pole /stay set / platformpole in any type of soil (for LT,11 KV & 33 KVcategory)

Back filling of pit asrequired for CCfoundation / earthfilling in trench inrocky area by usingloose soil as perspecification (for LT,11 KV & 33 KVcategory)

Dismantle existing high mast with suitable man, machinery and re erected as per the instruction of electrical incharge

Supply of control panel housing having suitable control circuit for auto ON/OFF operation of the mast including 2 Nos. of timer (real time clock micro controller) contractor. It shall also consist of suitable control for the power tool motor as per specification

Supply and fixing of GI strip 25x3mm earth strip

Supply and fixing of 50mm dia PVC pipe for cable raising as per specification

Supply and fixing of rigid PVC pipe 100 mm inner dia heavy duty as per specification for raising cable protection

Supply and fixing of rigid PVC pipe 75 mm inner dia heavy duty as per specification for raising cable protection

Supply and laying of high density polyethylene pipe (HDPE pipe) of size 110.0x93.6mm for HT / LT cable

M-Non DSR and Non USSOR Items

COMPLETION DRAWING: Preparation and submission of GAD/Completion drawing for the Major bridges/ROBS/RUBs based on soil exploration and water way calculation for fixing suitable 9 span as per RDSO design and drawing in AutoCAD on 100micon film double mat finish as per Railway standard approved by the Engineer-in-charge to specified scales including submission of check print for proof check to incorporate suggested corrections and modifications and supply final copy in compact disk and 6 copies in ammonia print in A0 size with all contractor's materials, labours, tools, plants etc., complete. Running

Providing temporary shoring arrangements to protect existing track structures, made 9 of released rails at 1 metre or suitable intervals in vertical and horizontal directions, if required for a maximum height of 3 metre. Rail gap to be filled with wooden blocks of 15 cm thickness to retain earth with all leads & lifts, materials, tools & plants, as directed (Rail will be supplied by Railways) Note : Additional payment of 2983.87 will be paid for the depth more than 3 m and up to 6 m.

PWNB-011a: (i) Leading and dumping of Railway sstone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. Notes: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 9 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all- inclusive and not extra over sub- items a, b and c; 3. Stage 1 i.e. dumping of ballast shall be done in two phases a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. For dumping of ballast on track for lead up to 150 m.

PWNB-011b: (i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to 9 standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. Notes: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all- inclusive and not extra over sub- items a, b and c; 3. Stage 1 i.e. dumping of ballast shall be done in two phases a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. (b)For boxing to sectional profile for a lead up to 150 m.

PWNB-011c: (i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools 9 and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. (c)For fully salvaging all the ballast at stack locations / that fallen in drains / side slopes of formation etc. and dumping the same uniformly in track up to a lead of 150 m.

PWNB-011d (i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. Notes: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 9 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all- inclusive and not extra over sub- items a, b and c; 3. Stage 1 i.e. dumping of ballast shall be done in two phases a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. (d) For dumping of ballast on track for lead more than 150 m and up to 750 m.

PWNB-011e (i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. Notes: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all- inclusive and not extra over sub- items a, b and c; 3. Stage 1 i.e. dumping of ballast shall be done in two phases a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. (e)For boxing to sectional profile for a lead more than 150 m and up to 750 m.

PWNB-011f: (i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools 9 and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. (f)For fully salvaging all the ballast at stack locations / that fallen in drains / side slopes of formation etc. and dumping the same uniformly in track up to a lead more than 150m and up to 750m

PWNB-011g(i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. Notes: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 9 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all- inclusive and not extra over sub- items a, b and c; 3. Stage 1 i.e. dumping of ballast shall be done in two phases a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. (g)For dumping of ballast on track for lead more than 750 m and up to 5000 m.

PWNB-011h (i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. Notes: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all- inclusive and not extra over sub- items a, b and c; 3. Stage 1 i.e. dumping of ballast shall be done in two phases a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. (h) For boxing to sectional profile for a lead more than 750 m and up to 5000 m.

PWNB-011i: (i) Leading and dumping of Railways stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools 9 and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. (i) For fully salvaging all the ballast at stack locations / that fallen in drains / side slopes of formation etc. and dumping the same uniformly in track up to a lead more than 750 m and up to 5000 m.

RCC Barricading (100mm x 100mm x 1650mm RCC pole) Providing and fixing of safety barricading with pre cast RCC poles at 3m interval of M30 grade concrete of size 100mmx100mmx1650mm size with reinforcement of 4no's of 8mm dia MS rods,casting,curing and transportation of the same along the formation ,excavation of the pit of size 450x450x450mm,erecting and fixing the precast RCC poles in the pit embedded in PCC 1:4:8 9 concrete painting of RCC posts, supply and fixing of 8mm dia nylon wire rope/2.5mm dia GI wire of 4 rows with all contractor's materials and labour including all leads and lifts complete as directed by Engineer - in charge. Note: 1. Casting of RCC pillars shall be carried out in nominated depot and submerged water curing. 2. The precast RCC posts shall be transported to date duly handling carefully without causing any damage and erect it at nominated locations as per drawing duly ensuring safety of running trains. 3. Maintenance of the rope/wire. RCC pillars etc., shall be at the cost of contractor. 4. 90% payment shall be released after erecting fencing to the satisfaction of Engineer in charge. 5. Balance 10% will be released after certified date of completion.

Removal of RCC barricading - (i) Removing 8mm dia rope, (ii) Removing RCC pole 41.25 kg/pole, (iii) Leading and loading of RCC pole (iv) Stacking of Released items.

Replacing metal liners in running track without rail traffic block with Railway's GFN liners duly removing, cleaning and redriving ER clips after greasing the ER clips with contractor's 'grease no. 0, graphited' (conforming to IS: 408 1981 and procured from RDSO approved firms) including transportation of GFN liners from nominated depot to work spot, transportation and 9 handing over the released metal liners to the specified P. Way depot, with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all lead, ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations and as directed by the Engineerin-Charge.

Provision of lighting arrangement during night (to facilitate smooth execution of work and to ensure safety of rail traffic and personnel) with 10 (ten) numbers of focussing lights of at least 500 (five hundred) Watt each placed at specified heights and at specified intervals duly focussed on various locations of work as instructed by the Engineer-in-Charge from time to time with two petrol / diesel / any other type generators (one working and one standby) of suitable capacity including cost of fuel and cost of operator(s) and assistant(s) with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all lead, ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / 9 regulations, as directed by the Engineer-in-Charge as per the note(s) below. NOTES: 1. A period of more than 6 (six) hours between 18.00 hrs. of a day and 06.00 hrs. of the next day is considered as one night; 2. Apart from the main running generator, standby generator of the same capacity as the main generator in working condition and with all accessories (so as to start it immediately in case of break down of main generator) shall be made available at site for ensuring continuous power supply. The rate is inclusive of providing the same along with the main generator; 3. The location / height / direction / angle of focussing lights may have to be continually changed depending upon the dynamic requirement at site. Sufficient number of persons with requisite tools, extra wire, extension boards, self supporting adjustable ladders etc. shall be deployed for this. The rate is inclusive of this. The persons should swiftly act and change the location / height / direction / angle on receiving necessary directions from the nominated official(s) of Railway at site. Failure to act swiftly may attract penalty depending upon the gravity of the consequences as decided by the Engineer- inCharge. ( UNIT: EACH NIGHT)

PWNB-013 Shifting by Leading and re-stacking of Railway's stone ballast from existing ballast stack(s) to specified new location(s) and clearing of existing stack(s) fully up to a lead of 1 (one) km with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely 9 as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. NOTES: 1. Payment shall be done as per stack measurement of re-stacked ballast without deduction for any voids; 2. Stack wise prior written permission of Dy.CE-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 3. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation.

"PWNB 074: Providing group of 6 multi skilled menProviding a group of 6 (six) multi- skilled men (two possessing the working knowledge of the work of a blacksmith, one possessing the working knowledge of the work of a carpenter, one possessing the working knowledge of the work of a painter and two possessing the working knowledge of the work of a gardener) to assist in the movement of/ to push/to pull/to lift/to lower/to shift/ to clean / to carry out daily maintenance of motor-trolley / push-trolley loaded with inspecting officials, supporting staff and other petty material 9 on track (running line /non-running line) without rail traffic block in level / on up gradient/on down gradient, to perform the work of blacksmith/carpenter/painter/gardener (as given below) as and when required or to attend any other directly/indirectly related/associated work(s) connected with railway working as assigned from time to time during day/night for a period normally not exceeding 10 (ten) hours in a day with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions. and including all taxes, duties, cess, surcharges, fees etc. completely as per the special conditions /specifications/regulations, as directed by the Engineer-in-Charge and as per the note(s) below. (1.Unit is :- 6 Persons /day)(2. Full Descriptions of this item is attached under heading documents)

Providing and laying Cement concrete or RCC M25/M30/M35/M40 in pre-cast for Platform wall, raft, drain, abutment, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab for inspection steps, mslab for inspection path, coping slab for bridge, slab for bank slope, foott path slab, wearing course, ballast retainers, RCC railing, inspection paltform, pedestal, boxes and other miscellaneous works using well graded stone aggregatre of 20mm nominal size, 9 Transportation to site from casting yard, alunching, layong, aligning and jointing the pre-cast items including road movement upto the the nearest approachable point and short leading by rail lorry etc...Wherever required as directed by Engineer-in-charge. The rate is inclusive of cost of all men, machinery, materials and construction / repair of approach roads as per requirements for which no extra payment will be made. Payement to be released in two stages. 1. 50% on casting of precast components, 2. 45% on transportation and launching of precast components to the site, and 3. balance 5% on completion of balance works 4. Rate excluding cost of Cement & Steel work which will be paid under relavant items of Schedules."

K1-Electrical items ( TDR - Copper items)

K2-Electrical items ( TDR - Steel items)

K3-Electrical items ( TDR - Foundation items)

K4-Electrical items ( TDR - Other items)

K5-Electrical items ( TDR - Non-SOR items)

35. Transporting of OHE Material

39 (a) Supply and erection of Schematic diagram and Shock treatment board - Supply only

39 (b) Supply and erection of Schematic diagram and Shock treatment board - Erection only

42. Dismantlement of Cantilever Assembly - Erection

43. Dismantlement of ATD - Erection

"47. Adjustment on bracket assemblies for lowering/raising the height of contact and catenary wires where Encumbrance is changed"

25kV Danger board with skull symbol - Supply

25kV Danger board with skull symbol - Erection

Provision of PG clamps (4 nos per Stiffener rod) and provision of stiffner rod (2 stiffener rod per Set) under FOB/ROB or under any Over line structure (Contact wire piece will be supplied by railways , PG clamps shall be supplied by Contractor ) - Supply & Erection

Provision of Replacement catenary wire with contact wire under FOB/ROB (Contact wire piece will be supplied by railways, Contact and catenary ending clamps to be supplied by contractor)

L1-Track work(Transportation)

1 in 12 60kg TWS with fittings

1 in 8.5 60kg TWS with fittings

Trap Switch 60 kg with fittings - 60kg, class-I - RT-6068

Weldable CMS Crossing 1 in 12 60 kg & Fittings - RT-6412

Weldable CMS Crossing 1 in 8.5 60 kg & Fittings

60 kg PSC Sleepers 1 in 12 FS layout for Points & Crossings class -I - RT-4218

60 kg PSC Sleepers 1 in 8.5 FS layout for Points & Crossings class -I RT-4865

Trap Switch PSC Sleepers class-I - RT 6068

Wider base sleepers T-8746

SEJ PSC Sleepers class-I - RT-4149

GRSP for SEJ class-I - RT-4159

CGRSP for 60kg PSC Sleeper class-I - RT-8747

CGRSP for 60kg PSC Sleeper- RT-6618

Elastic Rail Clip MK-V(class-I) - RT-5919

GFN liners Class-I - RT-8749-8750

Metal liners Class I - RT-3741-3742

ERC-J Clips - RT-8258

PSC Sleepers for LC - RT-8969

Distant Block L type for LC RT-4785

CI Bracket for LC RT-8986

MS Bolts 22 mm dia for LC RT-11551

Joggled fishplates with C clamps 60kg RT 4016

Combination SEJ 52kg/60kg - RT-6782

Combination fishplates 52/60kg RT 8533-8536

610 mm 52kg fishplate bolt and nuts

GFN liner RT-3706