(I) Rajkharswan-Sonua - TRR (P) - 4.605 TKM and (II) Labour Charges in connection with Procurement of shallow depth sleepers (RT - 8326) for UP (TN 1) and DN (TN 2) Tunnels under the jurisdiction of SSE/P.Way/MOU

A-Execution of all works as per items of SER USSOR 2021 60743213.01 Below/P

B-Execution of works as per enclosed schedule (Special items) (Item

C-Execution of all works under SER USSOR 2021 Items 3941913.32 Below/P

D-Drain Work in connection with Rajkhasawan - Sonua TWR Work for

E-Drain Work in connection with Rajkhasawan - Sonua TWR Work for

Item Breakup - A-Execution of all works as per items of SER USSOR 2021

RM 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.

TRM CKP-DIVN-ENGG/SOUTH EASTERN RLY 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 Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

5.00 8490.11 with PSC sleepers under traffic block c o n d i t i o n s as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ.

4605.00 procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

4605.00 of 1540 Sleepers/Km or more CKP-DIVN-ENGG/SOUTH EASTERN RLY 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.

TRM 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.

10.00 15441.61 labours plus 1 Mate. Note: In case, Day contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

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

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

Each CKP-DIVN-ENGG/SOUTH EASTERN RLY

Each Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro- reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

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

10.00 triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

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

10.00 shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

20.00 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)

90.00 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. Providing furniture temporarily at site work in good condition at different locations as per direction of Engineer In-charge and removing the same after completion of work.

Each CKP-DIVN-ENGG/SOUTH EASTERN RLY

270.00 arms per day

20.00 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

48.00 with minimum 1.10 cum bucket capacity Total 2755418.13 Execution of all works in connection with Procurement of shallow depth sleepers (RT - 8326) for UP Item- 2 (TN 1) and DN (TN 2) Tunnels under the jurisdiction of SSE/P.Way/MOU S No. Item Description of Item Unit Qty Rate Amount No 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.

2546.00 screening 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.

1534.00 of 1660 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. CKP-DIVN-ENGG/SOUTH EASTERN RLY

1534.00 of 1660 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.

MT 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 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.

MT Total 1446259.79 Item- 3 TRR 7.661 KM between BNDM-BXF S No. Item Description of Item Unit Qty Rate Amount No Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.

256.00 except rock

cum CKP-DIVN-ENGG/SOUTH EASTERN RLY 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 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.

TRM 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 Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

7661.00 procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. CKP-DIVN-ENGG/SOUTH EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion 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. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 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. 4. 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.

39.00 with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique 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.

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

11830.00 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. Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

7661.00 of 1540 Sleepers/Km or more 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.

TRM 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.

RM CKP-DIVN-ENGG/SOUTH EASTERN 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)

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.

40.00 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. Total 7281719.55 Item- 4 TWR Works 4 KM between RKSN - SWR and TWR 38 KM in between Bimalgarh -Kiruburu S No. Item Description of Item Unit Qty Rate Amount No Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

RM CKP-DIVN-ENGG/SOUTH EASTERN RLY

44.00 with PSC sleepers under traffic block c o n d i t i o n s as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. 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.

118700.00 of 1660 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

74700.00 of 1660 Pulling back of rails / panels on running track for creep adjustment or other incidental activities by removing and re- fixing all the fittings, and fastenings including squaring of sleepers and slack picking of displaced sleepers, as directed.

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 Total 32111649.49 Item- 5 Labour Charges in connection with TBR Work between RKSN BNDM (CKP Yd Line to Tunia Up Line) S No. Item Description of Item Unit Qty Rate Amount No Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in t i m e . 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.

Each 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.

3040.00 For Plain Track :

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

Set 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.

6150.00 of 1660 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

6150.00 of 1660 Total 7531910.35 Rajkharsawan-Bondamunda - Through ballast Renewal of Points and Crossings under the Item- 6 jurisdcition of ADEN/West/CKP S No. Item Description of Item Unit Qty Rate Amount No CKP-DIVN-ENGG/SOUTH EASTERN RLY Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in t i m e . 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.

Each 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.

1100.00 For Plain Track :

820.00 for Turnouts 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.

3355.00 of 1660 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

3355.00 of 1660 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. CKP-DIVN-ENGG/SOUTH EASTERN RLY

2255.00 screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to the standards in specific time including crossing of tracks etc. complete and as directed by the Engineer - in - charge. I. Pre-BCM Operation : a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing of cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement & initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. CKP-DIVN-ENGG/SOUTH EASTERN RLY Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day.

55.00 12x500 W) Total 4289387.10 Item- 7 Bondamunda Jn - Bimalgarh Jn - TBR 40 Sets S No. Item Description of Item Unit Qty Rate Amount No 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.

60.00 for Turnouts

340.00 for Turnouts 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.

800.00 of 1660 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

400.00 of 1660 CKP-DIVN-ENGG/SOUTH EASTERN 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.

out operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re- fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc.

1600.00 of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed.

1600.00 BCM, where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low.

1600.00 over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available.

1600.00 completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: 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 and cess profile. CKP-DIVN-ENGG/SOUTH EASTERN RLY

1225.00 screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to the standards in specific time including crossing of tracks etc. complete and as directed by the Engineer - in - charge. I. Pre-BCM Operation : a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing of cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement & initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. CKP-DIVN-ENGG/SOUTH EASTERN RLY Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile.

TRM CKP-DIVN-ENGG/SOUTH EASTERN 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.

4.00 9359.98 Conditions)

(Under Conditions)

(Under Conditions) Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day.

60.00 12x500 W) CKP-DIVN-ENGG/SOUTH EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro- reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

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

10.00 triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

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

10.00 shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

10.00 Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 2242139.70 Schedule B-Execution of works as per enclosed schedule (Special items) (Item Directory - Not

Execution of works as per enclosed schedule (Special items) in connection with Rajkharswan-Sonua

- TRR (P) - 4.605 TKM

S No. Item Description of Item Unit Qty Rate Amount

CKP-DIVN-ENGG/SOUTH EASTERN RLY

1 1 Supplying dissolved acetylene gas cylinder Each 10.00 2678.58 26785.80

at PWI's store as per requirement placed by

them including arranging empty cylinder

and collecting back the empty cylinder from

PWI's Depot. Dissolved Acetylene for

industrial use to IS code 308/88 3rd revision

including all excise, sales tax, D&C charges,

etc. complete all inclusive including rental

charges of cylinder and material to be

supplied at short notice of 48 hours. Failing

which penalty will be imposed. Note:- No

any given date the minimum holding will be

2(Two) cylinders and maximum holding will

be 6 cylinders. Payment will be made for per

cylinder consumption ( approx. cubical

content 7 cum tr.)

2 2 Supplying oxygen gas cylinder at PWI's store Each 20.00 1134.68 22693.60

as per requirement placed by them

including arranging empty cylinder and

collecting back the empty cylinder from

PWI's Depot (Compressed Oxygen) for

industrial use at 15o centigrade to IS code

308/88 3rd revision including all excise,

sales tax, D&C charges, etc. complete all

inclusive including rental charges of cylinder

and material to be supplied at short notice

of 48 hours. Failing which penalty will be

imposed. Note:- No any given date the

minimum holding will be 2(Two) cylinders

and maximum holding will be 6 cylinders.

Payment will be made for per cylinder

consumption ( approx. cubical content 7

3 3 Mobilization charges for the Poclain Ex-200 Each 1.00 77960.78 77960.78

by contractor with required road

trailors/trucks, fuel, spanes, labour, tools and

equipments etc. including all taxes, octroi,

all complete to BDVR.

4 4 Hiring of earth handling machine/poclain Hour 24.00 5934.16 142419.84

with requisite set of operating staff

(including helpers, supervisors etc.) with

contractor own diesel, lubricants, other

consumables tools, spanes, all incidental

charges etc. to work site of incidence as

required for clearance of debris, muck,

earth, boulders etc. the payment shall be

made under the following heads:- (i) Working

5 5 Fabrication and supply of 32 MM Dia Wire Each 2.00 65228.04 130456.08

Rope confirming to IS 2266 (60 M Length)

having one side loop with mechanical joint

6 6 Fabrication and supply of 25 MM Dia Wire Each 10.00 3588.63 35886.30

Rope confirming to IS 2266 (1 M Length)

having both side loop with mechanical joints

fitted with one alloy steel eyehook.

7 7 Fabrication and supply of 25 MM Dia Wire Each 10.00 4688.64 46886.40

Rope confirming to IS 2266 (2 M Length)

having both side loop with mechanical joints

fitted with one alloy steel eyehook.

Execution of all works in connection with Procurement of shallow depth sleepers (RT - 8326) for UP

(TN 1) and DN (TN 2) Tunnels under the jurisdiction of SSE/P.Way/MOU

S No. Item Description of Item Unit Qty Rate Amount

CKP-DIVN-ENGG/SOUTH EASTERN RLY

1 1 Lighting arrangement for night working of Day 10.00 34393.29 343932.90

trac k mahine (PQRS/BCM/TRT) as and when

requ ired in 1000 meter on cess of track

(one side) w ith generator set of adequate

capacity, 50 halog en lamp of 500 watt,

operation and maintainenc e of generator

set and halogen lamp with labour and

material including all necessary lighting ca

bles, fuel, operators,transportation of

machinery as per requirement NOTE:-(1)If

generator works beyond 6 hours in night,

fuel will be arranged by Railway for addit

ional running of genrator beyond 06 hours.

(2)If generator fails while block, double of

accepted unit rate will be recovered in

running bills for e ach faliure.(3) one

Electrician should be avilabl e in night for

emergency attention.(4) Nothing e xtra will

be paid if lighting provided beyond 06 hours

in night except s.no.3

2 2 Unloading of stone ballast during day/night cum 1151.00 88.35 101690.85

traf fic block from Railways BOBYN directly

on th e track observing all safety formalities

as per in struction of Engineer-in-charge at

site. The rate includes unloading, spreading,

dressing and box ing of ballast up to a

maximum lead of 30 mtrs. as per instruction

of Engineer- incharge

3 3 Manufacturing, supplying and fixing of small Sqm 16.00 1365.18 21842.88

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 details of the boards shall be

furnished by the Engg-incharge.

4 4 Manufacturing and supply SPEED indicator Numbers 16.00 10992.31 175876.96

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 entire face of the board

shall be covered 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.

5 5 Manufacturing, supplying caution indicator Numbers 16.00 13363.65 213818.40

boards as shown in IRPW manual made on

the 14 gauge alluminium alloy sheet with

back support of MS angle 25 x 25 x 3 mm.

The entire face o f the sign shall be covered

with yellow and black high intensity

encapsulated type retro reflective sheeting.

The board should be fixed in Rail way's

unserviceable rails as directed by Engine er-

CKP-DIVN-ENGG/SOUTH EASTERN RLY

6 6 Manufacturing, supplying termination Numbers 16.00 13755.30 220084.80

indicator board in size 1000 mm dia for

passenger/good s train made out of 2 mm

thick alluminium alloy sheet confirming to IS

736 in size and safe as per IRPW Manual

with back support of 25 x 25 x3 mm MS

angle. The entire face of the sig n shall be

covered with yellow high intensity

encapsulated typy 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

7 7 Removing of seized ERC from MCI insert of Numbers 9676.00 11.95 115628.20

existing track after heating the insert by

oxyacetylene. Due care must be taken to

ensure on damage to the sleeper. Rate

included of ERC with greasing of insert eye

& ERC (Greased to be supplied by Railway)

Item- 3 Special works in Connection with TRR (P) 7.661 KM in section between BNDM-BXF

S No. Item Description of Item Unit Qty Rate Amount

1 1 Pre Tamping Measurements (a) Reference Per 7.66 7108.32 54449.73

Points Establishments of main GNNS (DSPS Track

Base) Point & Reference point establishment KM

at 150 meter maximum interval along the

2 2 Pre Measurement for tamping with total Per 7.66 12454.56 95401.93

station & prism Gedo trolley measure and Track

store Gauge. Cross elevation,Chainage , KM

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)"

3 3 Construct Target/Design alignment with the Per 7.66 3202.67 24532.45

good points of existing pre measurement Track

profile in design software. To export date in KM

ALC 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.

Tamping Measurements with total station & Track

prism Gedo Post Tamping Measurements KM

(a)Post 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

CKP-DIVN-ENGG/SOUTH EASTERN RLY

5 5 Reporting Soft and hard copies of slew & Per 7.66 3202.67 24532.45

uplift report at every 3 m interval i.e. every Track

5th sleeper interval compared with design KM

Vs 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. Slew & 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

6 6 Manufacturing, supplying and fixing of small Sqm 15.00 1365.18 20477.70

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 Enggincharge.

7 7 Manufacturing and supply SPEED indicator Numbers 15.00 10992.31 164884.65

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.

8 8 Manufacturing, supplying caution indicator Numbers 10.00 13363.65 133636.50

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-

9 9 Manufacturing, supplying termination Numbers 10.00 13755.30 137553.00

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

Schedule Schedule C-Execution of all works under SER USSOR 2021 Items

Drain Work in connection with Rajkhasawan - Sonua TWR Work for 6.00 TKM and Bimalgarh-

Kiruburu - TWR - 38.00 TKM Except supply of cement and reinforcement

S No. Item Description of Item Unit Qty Rate Amount

CKP-DIVN-ENGG/SOUTH EASTERN 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.

Providing and laying in position Plain cement

concrete of specified Nominal Mix for

miscellaneous works like side drains,

foundation for OHE masts and other

miscellaneous structures excluding the cost

of Cement, centering and shuttering - All

work up to plinth level :

graded stone aggregate 40 mm nominal

3 022070 Providing and fixing Weep Holes in Metre 1500.00 246.59 369885.00

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.

4 024010 Providing and casting machine batched, cum 360.00 2880.63 1037026.80

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 :

CKP-DIVN-ENGG/SOUTH EASTERN RLY

5 025031 All types of bridge sub-structures, e.g. pier, Sqm 2747.50 674.52 1853243.70

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

6 052240 Supplying, spreading and filling coarse sand cum 100.00 1113.65 111365.00

(no cohesive materials to be used) of

approved quality including watering and

ramming in foundation, behind the

abutment, wing wall, retaining wall in layers

not exceeding 150mm thick including its

compaction as per direction of Engineer-in-

charge. The rate includes all lead, lift,

ascent, descent, crossing of Railway line etc.

complete with contractor's labour, materials,

tools and plant.

Schedule D-Drain Work in connection with Rajkhasawan - Sonua TWR Work for 6.00 TKM and

Bimalgarh-Kiruburu - TWR - 38.00 TKM for supply of cement

Drain Work in connection with Rajkhasawan - Sonua TWR Work for 6.00 TKM and Bimalgarh-

Kiruburu - TWR - 38.00 TKM for supply of cement

S No. Item Description of Item Unit Qty Rate Amount

Supply and using Cement at Worksite

Schedule E-Drain Work in connection with Rajkhasawan - Sonua TWR Work for 6.00 TKM and

Bimalgarh-Kiruburu - TWR - 38.00 TKM for supply of reinforcement

Drain Work in connection with Rajkhasawan - Sonua TWR Work for 6.00 TKM and Bimalgarh-

Kiruburu - TWR - 38.00 TKM for supply of reinforcement

S No. Item Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

1 025082 Thermo-Mechanically Treated bars of grade Kg 45000.00 97.13 4370850.00

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