Open e-tender for the work of Through Formation treatment & Rehabilitation (TFTR)- between New Farakka-Barharwa (UP & DN) Total-0.800 Tkm in the jurisdiction of Divisional Engineer/I/Eastern Railway/Malda.

A-Non Scheduled Items

B1-Scheduled Items

B2-Scheduled Items

Item Breakup - A-Non Scheduled Items

Earthwork in filling in layers to form embankment/ 10 cum 6500.00 sub-bank to required profile including trolley refuges and approaches of level crossings with contractor's own earth of approved quality in all classes, nature and conditions of soil including all lead, lift, descent, crossing of Railway track or any other obstructions, making and maintaining service road where necessary, octroi, royalty etc. breaking of clods, cutting trees including uprooting of tree stumps, bushes, etc. leveling and dressing of slopes (excluding mechanical compaction) in layers not exceeding 300 mm in thickness during progress of work in accordance with RDSO guidlines complete in all respects as per specifications and as directed by the Engineer-in-charge with contractor's own labour, tools, equipment and all other incidental charges etc. (No deduction in quantity shall be made on account of shrinkage). Note- 1. The Contractor should establish field laboratory with all equipments for conducting all required soil test and compaction test at site. 2. Sample of earth along with its test result as prescribed and slope analysis result shall be submitted to the Engineer in charge before making the embankment. 3. The Contractor shall take undisturbed sample as per IS: 2132/ 1986 of the parent soil over which the embankment shall rest and shall conduct precribed laboratory test to enable analysis of stability of the base to assess its long term stability and details of borrow pit etc. 4. The temporary service road if required for transportation of earth to be prepared and maintained by Contractor at his own cost. 5. Before quoting the rates, the Contractor should inspect the site to assess the lead, lift and site condition etc.

Mechanical Compaction (by Vibromax or similar 10 cum 6500.00 vibratory roller) of earthwork / unscreened shingle / granular material in layers not exceeding 300 mm in thickness during progress of work at or near optimum moisture content to obtain a minimum density index of 70% as obtained in accordance with IS : 2720 (Pt.XIV) - 1983 in case of granular/coarse grained soils or materials and 98% of minimum dry density as obtained using heavy compaction (by approved mechanical means preferably Vibromax) in accordance with IS : 2720 (Pt.VIII) - 1983 in making of new bank in case of all other types of soil and 98% of MDD, in case of widening the existing bank as obtained using light vibrator in accordance with IS : 2720 (Pt.VIII) 1983 or equal to the dry density of existing bank whichever is less complete in all respects as per specification and as directed by the Engineer at site with contractor's own labour, materials, tools, equipment, testing equipment, staff etc.

Turfing the bank/cutting slopes with contractor's Sqm own turf, labour, materials, tools and equipment including all lead, lift, ascent, descent, crossing of road, waterway and any other obstruction including re-handling and watering to keep the grass alive with all other incidental charges complete in all respects as per specifications and as directed by the Engineer at site. MALDA DIVISION-ENGINEERING/EASTERN RLY

Providing temporary barricading parallel to the Metre existing running track with 75mm to 100mm dia hard wood ballah vertically at a spacing of 1.5m c/c and connecting them with bamboos of (medium type and dia 50 mm minimum) horizontally (minimum 3 layers) .The rate includes supply of all materials required for making barricading e.g. nails, bamboo, ballah posts, etc. labour and tool and plants. Rate also includes earth work in excavation required to fix ballah post minimum 750mm in to the ground / formation and as per instruction of site in charge. Hieght of barricading to be kept minimum 1.200m above rail level of existing track. Demarcating tape clearly visible during night, should also be fixed. agency to take away all the materials from the site after the work is complete. Barricading should be dismantled only after the instructions of engineer.

Supply & driving of hard wood piles of Eucaliptus Metre or similar types of length varies from 5m to 6m and of average diameter 150mm. The rate includes supplying and erecting of derricks monkey all other necessary equipments, tools, plants, fuel, labours etc as required for completion of the work in all respect. The rate also includes application of single layer bitumen on the ballah piles before they driven into the ground. The ballah shall be driven only when these are passed by the Competent authority and driven order is given.

Rail (90R/52kg/100 lbs) pilling including leading Metre from Railway Bank to site of work and driving the Rail up to 16M and not less than 8M. The rate includes the cost of cutting rails and making shoe and hob for driving and joining two rails by fishplate and bolts, with other incidental charges complete in all respect. Rail shall be supplied by the Railways near the work site and payment will be made for the length of Rail driven in earth only.

Supply & loading of Stone boulders in RMC into cum any type of wagon. Weight of each boulder not less than 30 Kg and not more than 54 Kg each. To be supplied from different quarry / Mines nearest to Railway station. Rate shall included all lead, lift, ascend, descend, crosiing of Railway track & Royalti charges.

Supply & loading of Stone dust of approved cum quality in any type of RMC or wagon from any private quarry to different locations of Malda Division as per direction of site incharge of Railway including lift, ascend, descend, crosing of Railway line, Royalty & other taxes including all to complete the work in all respect.

Making cross drain with boulder as per approved RM drawing. The rate includes all cost of labour, tools & plants etc. except supply of boulder which will be paid separately.

Trollying of PSC sleeper on dip lorry under traffic Each block from PWI/ store to site of work with proper stacking as per PWI in charge upto distance of 1 Km. MALDA DIVISION-ENGINEERING/EASTERN RLY

Loading/unloading of any kind of p-way materials MT such as switch, xing, check rail, SEJ, glued rails, any type of sleeper, tie bar, C.I plate, loose fitting of any type etc. into any type of wagon/from any type of wagon /BRH/road vehicles within schedule time as per rly rule with al lift &lead within 100 meter including stackling at any stattion or deport

Transporting the rails/sleepers, small fittings etc. MT/Km from Workshop/Track depot site to PWIs store/ PQRS/TRT base or any other location as directed by the site engineer by Contractor's own truck/ tractor/ trailor. Rate includes loading, unloading stacking of materials with all leads crossing lines etc. - (a) With lead upto 40 Km.

Transporting the rails/sleepers, small fittings etc. MT/Km from Workshop/Track depot site to PWIs store/ PQRS/TRT base or any other location as directed by the site engineer by Contractor's own truck/ tractor/ trailor. Rate includes loading, unloading stacking of materials with all leads crossing lines etc. - (b) With lead above 40 Km upto 120 Km.

Transporting the rails/sleepers, small fittings etc. MT/Km from Workshop/Track depot site to PWIs store/ PQRS/TRT base or any other location as directed by the site engineer by Contractor's own truck/ tractor/ trailor. Rate includes loading, unloading stacking of materials with all leads crossing lines etc. - (c) With lead more than 120 Km.

Cutting Rail 90R/ 52 Kg/60 Kg 9MM/ UTS) by Each contractor's own arrangement in running track Cut

Boring 150mm / 200mm dia bore holes by hand Metre or by mechanical augering of suitable process in all kinds of soil like sand, silt, clay etc. (excluding Rocks) collecting disturbed & undisturbed samples at every 1.5m or less depending upon changes in layer/ strata as per standard method specified in IS code, preserving disturbed samples in properly sealed and labeled polyethene bags, measurement of ground water table, conducting standard penetration test in bore holes in every 1.50m depth intervals as per IS: 2131-1981, preparing field bore log simultaneously with the progress of boring and submission of the same along with the disturbed samples placed in order of ascending depth immediately after completion of bore hole. Mobilization of plants, equipment, at each bore hole location will be of Contractor's own cost from ground level to 15m. MALDA DIVISION-ENGINEERING/EASTERN RLY

Submission of report on sub soil investigation in Each 03 copies which shall include (i) site plan showing Job position of bore hole, (ii) detailed longitudinal section of each bore hole showing the classification of soil and values of important parameters i.e. N.C. & P values, (iii) the result of various samples of each bore holes in proper tabular form (as per IRC- 78- 1983 Sh-2) (iv) Calculation of bearing capacity of soil & settlement of pile/ open foundation with specific design load. (v) Bearing capacity & technical recommendation of deep foundation for proposed structure. (vi) Classification of soil showing different strata with all soil parameter. (VII) Every bore hole should show ground level & bed level. (VIII) Level of ground to water level. (IX) In case rock is encountered, classification & characteristic of rock, RQD, safe bearing capacity, founding level should be mentioned. Nature of cleavage plane to be specified. (X) Report should show recommendation of type of foundation with detailed calculation for bearing capacity, settlement & embedment in incompressible layer/ Rock as per latest IS/ IRC/ IRS recommendations. One set of work includes the soil investigation conducted as per instruction of Engineer- In - Charge as per site condition.

Trollying of ordinary PSC sleepers of any section Each up to a distance of 1 Km. on rail dolly / dip lorry without any infrequent with a lead of 30mtr., lift, crossing lines/obstruction etc. in all respect including crossing lines.

Addl. Lead of PSC sleepers above 1 Km. upto 500 Each Mtr. ( 3 Lead )(200*3=600 Unit) (Each= Each/lead unit)

Trollying any type of rails up to 1 km, or part Metre thereof by rail dolly including crossing of lines, platform, ascent, descent, keeping without any infringement as per instruction of EIC.

Trollying rails for every addl. 1/2 km beyond by Metre rail dolly including crossing of lines, platform, ascent, descent, keeping without any infringement as per instruction of EIC.

Per Stacking of rails outside the track as per Track instruction of EIC. Metre

Stacking of PSC sleepers outside the track as per Each instruction of Engineer at site.

Shoulder ballast cleaning for a distance of 1.5m Metre from the end of PSC sleepers upto formation level as per direction of site Engineer

Collection screening and stacking the hard stone cum railway ballast along the cess lying on the railway line as directed by engineer in charge with all lead lift crossing line ,tools and plants other incidental charges etc. complete in all respect. payment for this item will be made on the basis of stack measurement and no deduction will be made for settement.

Spreading the screening stone boulder ballast cum already stacked along the cess as directed by the engineer in charge with all lead lift crossing line tools and plants other incidental charges etc complete in all respect.

Transportation of cc crib, p.way materials etc. MT/Km including rail by contractors own transport including all lead, lift, crossing lines. p.f. fencing unloading stacking etc.as per direction of SE/JE(p.way). MALDA DIVISION-ENGINEERING/EASTERN RLY

Excavation of earth /caked up ballast from Track beneath the sleeper and up to 600mm to 900 mm metre and as per details given in drawing with 1 in 30 slope on the side, insertion of cc crib duly dubbed and provided with cover plate as indicated in CE's drawing fixing of tapered wooden wedges on top of cc cribs fixing of wooden sleeper support over crib, insertion of 2numbers 3 three rail clusters (including insertion of rubber pads)between rail cluster top and bottom of sleepers, excavation with lateral ramp of 1in 30 for a length of 300 mm and removal of ballast behind the rail cluster wooden support, moving of the cc cribs with rail cluster assembly filling cavity created by dumping store dust/grit already unloading on cess up to specified depth as per directed by engineer in charges with all lead lift location unloading labour materials tools and plants crossing one or more railway lines complete as required. The above work has to be done under traffic at a speed restriction of 20kmph.

Supplying fabricating of CC crib by iron materials Kg as per CE's drg.no.p-15-05 and DRM/SDAH's NO.G-7-05.

Provision of boulder drain of width 1M. It should cum be provided upto a depth of 50% of the bank height where boulder drain to be provided. The rate includes the following: a) E/work in excavation b) Filling the excavated trench with boulder.c) Filled up the voids of boulder with coarse sand including supplying of sand Payment of boulder will be done under seperately relavant item of schdule

Boulder pitching hand packed over ground of cum bank previously dressed to section with Railway boulder stacked at toe with a free lead of 100m.

Taking out boulder pitching on the toe and slope cum of the existing embankment including stacking at toe or as directed by engineer-at- site within free lead upto 100m. Total 6645039.00

Item Breakup - B1-Scheduled Items

1500.00 from virgin high density polypropylene ,having aperture size of 65mmx65mm and ultimate tensile strength of 30 kn/m etc. Total 530085.00

Item Breakup - B2-Scheduled Items

200.00 mixing of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, 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. MALDA DIVISION-ENGINEERING/EASTERN RLY Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor.

250.00 minimum 50mm dia. spaced equally 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.

2.00 laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively.

3200.00 minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 1750N, 800 N and 5800 N respectively. Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

150.00 approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra.

100.00 than 35 kg each at specified bridge locations.

200.00 Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm.

100.00 weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). MALDA DIVISION-ENGINEERING/EASTERN RLY

250.00 consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

200.00 consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

100.00 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.

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

RM 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.

500.00 Plain Track :

500.00 Plain Track : MALDA DIVISION-ENGINEERING/EASTERN RLY

800.00 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.

500.00 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM.

1100.00 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. 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.

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

30.00 crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique.

30.00 shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. MALDA DIVISION-ENGINEERING/EASTERN RLY Rehabilitation of existing week formation by replacing top layers of existing formation only with mechanically manufactured blanketing material of specified formation width and thickness under traffic/power block or without traffic block by blocking the line for longer period by diverting the traffic or otherwise. The item includes all things necessary to complete the work, all in accordance with the latest applicable specifications, guidelines, manuals instructions and includes, more particularly, and without in any way limiting the generality of liability to complete the work in all respect e.g. (i) dismantling/lifting of track panel by crane, (ii) scooping of ballast from track, screening & stacking along track (iii) removal of top layers of existing formation up to 550 mm (iv) spreading of blanketing material in layers not exceeding in 30 cm in thickness in loose conditions, leveling by motor grader & compacting by vibro roller of required capacity up to specified degree of compaction to achieve a compacted blanket thickness of 550 mm & finishing to correct profile. (v) placing 4m width of Non-woven Needle Punched and Mechanically or Thermally bonded type Geo-textile with minimum strengths i n Grab test, Trapezoidal Tear test and Puncture test of

spreading new/screened ballast layer of 200mm uniform thickness over it and compaction by rollers (vii) linking of track panels with Crane and connecting at both ends, initial packing and leveling (viii) screening of scooped ballast, stacking and using the same at the same location or adjacent location along with additional ballast to provide specified cushion and profile (ix) disposal of waste material at nominated place (x) all pre and post attention during required nos. of machine tamping (xi) removal of service rails with rail panel and de-stressing of track after final packing & surfacing and all other incidental works required to complete the work in all respect.

TRM 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. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

TRM MALDA DIVISION-ENGINEERING/EASTERN RLY 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 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.

800.00 1660 Slewing and realigning of curves under traffic line block condition, as directed by Engineer in-charge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round of through packing, ballast profiling, loosening/tightening of P.Way fittings, if required and other incidental works. Note: Payment will be made based on average slew calculated in each 50m length of track by averaging absolute values of positive and negative value of slews.

150.00 50mm and up to 100mm 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.

500.00 cess to BFR / BRH wagons and vice-versa by jib crane attachable to BFR / BRH for handling concrete sleepers with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. MALDA DIVISION-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro- reflective Level Crossing 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 x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof 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.

10.00 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

10.00 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm

2.00 4682.73 size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm

10.00 900 mm equilateral triangular shape with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm

10.00 Warning Board of size 900 mm equilateral triangular shape and 900x300 board with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm

25.00 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.

45.00 minimum 1.10 cum bucket capacity MALDA DIVISION-ENGINEERING/EASTERN RLY

3000.00 polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 5751009.86