Complete Track Renewal {CTR(S)} for 15.176 Tkm in various Loop Lines of different yards in RKSN-PDPH, PDPH-JRLI, PDPH-BYX,BJMD-GX major section under the jurisdiction of Sr.DEN(South)/CKP.(3rd Call).

A-Execution of all works as per items of USSOR - 2021 -2 VER.-1 32306776.19 Below/P

Item Breakup - A-Execution of all works as per items of USSOR - 2021 -2 VER.-1

9000.00 except rock Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge.

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

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

23371.00 work involving deep screening. (deep screening to be paid separately) CKP-DIVN-ENGG/SOUTH EASTERN RLY Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts.

15176.00 For Plain Track :

850.00 block using Railway's welding portion & Welder and finishing of 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 slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. 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. 25mm gap Cess Welding with Railway's welding portion 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 . Only welding portion and related accessories as per Annexure - I shall be supplied by Railways. 2 . Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing.

850.00 Automatic Tapping Thimble, 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique CKP-DIVN-ENGG/SOUTH EASTERN RLY

2770.59 Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

30352.00 1540 Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done.

TRM Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

Each Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. CKP-DIVN-ENGG/SOUTH EASTERN RLY

Each Loading of rails of any section and length up t o 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

2450.00 possible and traffic block is not required or in Truck/trailer. Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre.

3500.00 contractor's Rail Dolly / Dip Lorry 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.

2450.00 possible and traffic block is not required or in Truck / trailer. Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.

6800.00 contractor's Rail Dolly/Dip Lorry. Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

70000.00 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.

MT CKP-DIVN-ENGG/SOUTH EASTERN RLY

Item Breakup - B-N.S items

Manufacturing, supplying and fixing of small Sqm boards such as curve/LWR/SEJ/Bridge/other warning boards as per requirement/reference board with 16SWG MS sheet, painting and lettering with porcelain vitreous enamel painting as directed by Engg.-in-charge. The board should be fixed to Rly's unserviceable. The size and detials of the baords shall be furnished by the Engg-incharge

Manufacturing and supply SPEED indicator Numbers board 1000 mm equilateral triangle made out of 2 mm thick alluminium alloy sheet confirming to IS 736 with back support of MS angle 25x25x3. The entier face of the board shall be coverd with yellow high intensity encapsulated sheeting with HLVA prosses. The Speed figure shall be cut out black high intensity encapsulated sheeting and provided on the base sheet with HLVA prosses. The speed figure will be supplied by Engineer in- charge.

Manufacturing, supplying caution indicator Numbers boards as shown in IRPW mannual made on the 14 gauge alluminium alloy sheet with back support of MS angle 25 x 25 x 3 mm .The entire face of the sign shall be covered with yellow and black high intensity encapsulated type retro reflective sheeting .The board should be fixed in Railway's unserviceable rails as directed by Engineer- in-charge.

Manufacturing, indicator board in size 1000 mm dia for passenger /goods train made out of 2 mm thick alluminium alloy sheet confirming to IS 736 in size and safe as per IRPW Mannual with back support of 25 x 25 x3 mm MS angle . The entire face of the sign shall be covered with yellow high intensity encapsulated typye retro reflective sheeting with HLVA process.The words T/P and T/G shall be cut of black sctohoal fill and provided on the base sheet with HLVA process.

Pre Tamping Measurements (a) Reference Per Points Establishments of main GNNS (DSPS Track Base) Point & Reference point establishment KM a t 150 meter maximum interval along the track.

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

Construct Target/Design alignment with the Per good points of existing pre measurement Track profile in design software. To export date in KM A L C format with design alignment of measured reading in M/c and to provide track adjustment file with over extension and also to provide "Geo Geometry file to provide text file with slow. Uplift and gauge at every 3 m i.e. every 5th sleeper interval for tamping machine operator reference during reference

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

Reporting Soft and hard copies of slew & Per uplift report at every 3 m interval i.e. every Track 5th sleeper interval compared with design Vs KM Pre profile Report of offset distance from track centre to OHE neighbouring track centre & platform pointcompared with design Vs Pre profile report a. Reference points statement b. S l e w & Uplift statement for Pre tamping measurements c. Pre & Post Vertical alignment chart d. Pre & Post Horizontal alignment chart e. Statement showing Pre and Post slew details f. Statement of Track parameters after Final tamping g. Pre & Post Track levels h. Curve details Total 1372402.37