"Earthwork filling and construction of retaining wall, drain, P.way works and other miscellaneous work in connection with Provision of five full length Stabling line at Gorakhpur" & "Provision of Drain, Road, Boundary wall, Building work, P.way works and other miscellaneous works in connection with Provision of Construction off ROB No. 157A Spl. at Gorakhpur Cantt. in Lucknow Division of N.E. Railway."

Cement concrete M-10 in lean concrete in foundation and flooring with stone 1 aggregate 40mm gauge including cost of materials i.e. stone aggregate, coarse sand, fixing and removing form work if required with all leads, lifts, ascents, descents, Xing of road, track, bund, channel, fending with all labour and materials as per plan, specificatlon & as per-direction of engineer in charge. (Cement will be paid separately).

Providing C.C. M-15 in foundation in 150mm thick layer with stone aggregate of max. 2 size 20 mm and of approved quality and grading including fixing and removal of all shuttering /moulds with contractor's own materials including cement and including cost of all centering shuttering, plant and equipment labour, vibrating, tamping, curing finishing etc. complete job (cement will be paid separately).

Providing CC/RCC M-20 with 20mm crushed stone aggregate, coarse sand and cement in foundation, substructure & super structure such as pier, abutment, wing wall, return wall, 3 coping etc. including bailing out or pumping of water and laying concrete under water if required including supplying, fixing and removal of form work with all cost including cost of labour, shuttering, moulds, T&P, plants, materials (excluding cement and steel) etc. complete with all lead, lift, ascend, descend, crossing of track, nallah, fencing, river etc. complete job (Reinforcement and cement will be paid separately).

Providing CC/RCC M-25 in foundation and substructure of bridges and structures etc. 4 as per approved drawing or as directed by the Engineer-in-charge with 20mm graded crushed stone aggregate, coarse sand, fixing and removing form work and curved including bailing out water if required with all leads, lifts, ascend & descend, Xing of road, track, bund channel, fencing with all labour and materials including as per plan, specification & as per direction of engineer in charge. (Cement & steel reinforcement will be paid separately). Note: The concrete shall be controlled concrete produced using automatic batching plant. 2. The mix-portions of incredient of concrete shall be as per approved design mis.

M-30/35 Providing CC/RCC in foundation and substructure of bridges and structureas etc. as per approved drawing or as directed by the Engineer-in charge with 20mm graded crushed 5 stone aggregate, coarse sand, fixing and removing form work, curing as required with all leads, lifts,ascents, descend, Xing of road,track, bund channel, fencing with all labour and materials including as per planm specification & as per direction of engineer in charge.(Cement & steel reinforcement will be paid separately).

Providing 13mm thick cement plaster in 1:6 cement sand mortar with contractor's own materials, labour, plants & equipments complete as per N.E. Railway standard specification. (Cement will be paid separately).

Brick work with well burnt bricks in superstructure with in cement and coarse sand mortar 1:6 with contractor's own materials plants & equipments complete as per N.E. Railway standard specification. (Cement will be paid separately).

Brick work with well- burnt bricks in foundation and plinth with coarse sand and cement mortar 1:4 with contractor's own materials, plants and equipment complete excluding supply of cement. (Cement will bepaid separately).

Extra for vacuum dewatering in fresh concrete work by leveling with double framed 9 screed vibrator, excess water to be removed through vacuum pump with bottom and top filfer mat duly selling the edges all around, finishing with power floater and power trawler to obtain the hard surface with all and lift and other incidental works etc.

(iii)RCC Above/

Earthwork in excavation in foundation, flooring & cutting in formation including 12 plumbing, levelling, dressing floors and seating soaring where required in all classes & condition of soil including wet soil with pumping or bailing out water where required rehandling and disposal of surplus earth as directed with all lead, lift, crossing of track, nallah, channel, river fencing etc. complete as directed by Engineer-in- charge.

Providing clean vertical joints 12mm thick between walls, with a layers of thermocol supplied by contractor.

Distempering two coat with oil bound washable distemper (make - Berger /Asian/ Nerolac or equivalent ) over one coat of primer.

Earthwork in excavation Manually for any railway work in signal cable prone area/yards/stations etc. by Manually in order to avoid different types cable cutting or any constrain as per direction of Engineer-in-charge.

"""Providing barricading with the help of fencing along the running track where the work is to be done in close vicinity of the track. The fencing shall be minimum 1.5m high with MS angle posts 1.8m height of size 50x50x6mm provided with hooks etc. placed every 2.0m apart, embedded in cement concrete (1:2:4) blocks of size 0.23 x 0.23 x 0.23m and every 15th post (or nearer, if there is abrupt change of ground slope), last but Jone end post and corner post shall be strutted on both sides and end post one side only and struts embedded in cement concrete (1:2:4) block of size 0.23x0.23x0.23 m, provided with 5 horizontal lines and two diagonals of G.1. barbed 16 wire 9.38 kg/100m (min) between the two posts fitted and fixed with G.I. staples driven into the posts including 2 bands (red and white) 300 mm long shall be painted with water bound paints on the ballies from top and two bands (100 mm apart) of yellow aluminous top of width 50 mm shall be pasted on top white band. The rate includes cost of all materials including cement. After execution of all works requiring safety fencing in particular stretch, the fencing shall be removed with the approval of the Engineer-in-charge and formation shall be repaired to its profile and released materials will be contractor's property. NOTE-(a)-The work under this item shall be completed as per direction of site-in-charge in a time bound manner. (b)-85% payment shall be paid after execution of works and balance 15% of this item shall be released after maintaining it successfully vide item 2 and removing the barricading after the"

"Maintaining including watch & ward and repairs of the barricading provided as per item no. 1 including cost of all contractor's men, materials, tools and plants required in this regard. Note: 1. The payment will be made for the length maintained during the month at the rate 17 mentioned here till the barricading is required to be maintained at site as per directions of the Engineer. However, a deduction of double the rate mentioned here shall be made for a km, if any length of barricading is found to be missing/damaged/in- effective in that km, before the Engineer has directed for its removal. 2. The work under this item shall be executed only after completion of work in particular block section as directed by site-in-charge." Above/

Supplying & fixing steel door/ window/ grill as per approved drawing or as per direction of site engineer (Window will be fully glazed shutters, glazing work will be paid separately as per USSR 2012).

Supply of skilled worker for keeping watch on ongoing works and maintaining progress of works, assisting in taking and calculating levels, ranging, surveying, toe marking of earth fill etc. ranging, surveying, toe marking of earth fill etc. (For "Y" Area)

Supply of unskilled worker for assisting in monitoring of quality control, track safety , act as look out man for officials & staff working in running line , assisting in giving progress to maintainer etc. (For "Y" Area)

Supplying, layingg & Jointing RCC NP-4 Hume pipe of following dia including all 21 materials, labour, T&P etc. complete with all lead, lift, ascend, descend, crossing of track, nallah, fencing, river etc, complete job excluding supplying cements ("Cement will be paid separately) (a) 300mm dia.

Providing and laying vitrified tiles (size 600x 600x 8.5mm) Kazaria/Johnson or similar 22 make in flooring and wall laid on 19mm thick bed of cement mortar 1:3 and jointed with white cement slurry mixed with pigments to match shade of the tiles including cleaning etc. complete in all respects.

Providing and fixing in position 25mm thick (approx) cement concrete cultured precast chequered tiles of approved size and pattern laid on 20mm thick 1:4 cement sand mortar bed with joint filled with slurry of same shade including all labour and materials etc. as a complete job. Note- (Grey cement will be paid separately)

"Providing, fitting and fixing three colour anodized aluminium sliding window made of 2.5"" X1.5""X1.5mm (thick) rectangle Aluminium section for chowkhat, and 1.5""X 0.75""X1.5mm 24 (thick) rectangle Aluminium section for shutters made of Hindolco, Zindal or equivalent as approved by Engineer in charge fully glazed with 5.5mm thick plate glass and with Maruti lock etc. complete with all materials and labours as per designed drawing and size as approved by Engineer in charge and making good after fixing"

Providing and fixing powder quoted aluminium grill 4mm thick as per approved pattern in aluminium window as per direction of site engineer including cost of steel screw complete in all respect.

Supplying & fixing super tech or similar single skin Hi-Rib profiled sheeting 930-1020 mm cover width 28-32mm crests @ 186-333m C/C manufactured out of 0.45mm BMT (Base metal thickness) Hi-tensile Galvalume/zincalume steel. The sheets shall have wide panes with 2-3 nos. 26 stiffening for effective water shedding and special male/female ends with full return legs on side laps for purring supports and anti capillary flute in side lap. The sheets shall have a hot dip metallic zinc aluminium alloy coating (150gms/Sqm zinc (45%) Alum (55%) coating mass total on both sides AZ- 150 or equivalent as per (As 1397-1993) minimum 550 Mpa yield strength with SMP coating (minsilicone content 30%-50%) or super polyester SRW quality paint coat or approved colour

Supplying & fixing 30mm thick flush door shutter Decorative type core of block board. Construction with frame of Ist class hard wood and both side decorative lamination of approved shade. Above/

Providing and applying tack coat (belove BM and SDBC work) with bitumen emu sion 28 (MS) using emulsion pressure distributor at the rate of 0.20 kg per sam on the prepared bituminous/granular surface cleaned with mechanical broom and alr compressor As per MORT&H specification no. 503

Providing and laying Semi Dense Bituminous concrete Grade-II, 25 mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using approved 29 crushed aggregate (Dalla quarry) of specified grading premixed with bituminous /binder(CRMB-55 grade) @ 5.00 percent of mix and filler, transporting the hot mix to work site, laying with a hydrstatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheel, vibratory and tandem rollers to achieve the desired compaction specification as per clause MORT&H no. 508

"Construction of granular sub-base by providing coarse graded material (crushed 30 stone with local sand) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place melnod with rolavator at OMC., and compacting with vibratory roller to achieve the desired density,complete as per clause no. 401 of MORTH "

Providing and laying water. bound macadam with specified stone aggregate, stone 31 screening and binding material including creening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete Base course with 63mm to 45mm size including stone screening 13.2mm size

Manufacturing, fabricating and erecting in position whistle board, curve board SEJ board, creep post shunting limit board, curve marker post & Rall fencing etc. (Rail steel section, steel cement required for the work shall be supplied by the railway, free of cost at Railway station).

Providing and laying blanketing materials of specifications as per RDSO guidelines for design /Construction of formation on Indian Railway track issued vide letter no. RS/G/108/Heavy Axle Load dated 26.10.2016, using well graded granular material having Cu>7, Cc between 1 and 3, fines (passing 75 microns) between 3% to 10%, minimum Soaked CBR value of 25 and compacted at 100% of MDD in layers of maximum 30 cm thickness in loose state using graders and compaction using vibratory compactors, top and side dressing to provide final formation as per designed profile. The rate shall not Include compaction, which shall be paid separately. NOTE: 1) If naturally available 33 materials do not meet the laid down specifications, the blanket material has to be produced by mechanical process using mechanical crushing or mechanical blending method or combination of these two methods as given in the Appendix-C of RDSO Guidelines and Specifications for Design of Formation for Heavy Axle Load -2009. The rate for this item is inclusive of the production of material by mechanical process as per above mentioned RDSO guidelines and in case such mechanical process is not required to be used in providing and laying of blanketing material due to availability of natural blanketing material conforming to laid down specifications, the rate of this item. shall be reduced by Rs. 250/- per cum. 2) The filter criteria and minimum EV2 Criteria as mentioned in the guidelines of 2009 is not applicable. 3) The rate shall include cost of all field and laboratory tests except CBR tests which will be paid vide separate BOQ item. 4) The Latest guidelines for Design /Construction of formation on Indian Railway track, issued vide RDSO Ir. No. RS/G/108/Heavy axle load dated 26.10.2016 shall be adopted for this item. The basic instructions (other than those contained in the latest guidelines dated 26.10.2016) detailed in GE: G-1 of 2003 and GE:0014 of 2009 shall continue to apply

Conducting test for determination of California Bearing Ratio as per IS: 2720 Above/

USSOR/2012 item No. 013120: Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all 35 leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling / re- handling, taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract

USSOR/2012 item no. 013130 : Extra for mechanical compaction of earth/blanketing 36 material filled in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P, consumable material and all labour as a complete job. The work is to be executed as per Latest edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO,Lucknow.

item no. 014010 of USSOR/2012 : Dressing Surface (average excavation or filling upto 15 cm) including removing vegetation in all kind of soil. Payment against this item is to be made only if it is not included in earth work item Above/

"item no.112040 of USSOR/2012 Providing and applying plaster of Paris putty of 2mm average thickness over plastered surface to prepare the surface even and smooth complete Sqm 55.00 "

"item no.115060 of USSOR/2012 Applying one coat of cement primer of approved brand and manufacture on wall surface Sqm 20.33 "

"item no.115091 of USSOR/2012 Extra over Items for roller painting in lieu of normal brush painting if specifically ordered Sqm 9.24 "

"item no.115170 of USSOR/2012 Finishing walls with Acrylic Smooth Interior paint of required shade on new work (Two or more coats applied @ 1.67 Itr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10sqm Sqm 63.25"

item no.095010+095013 of USSOR/2012 Providing and fixing Ist quality ceramic tiles 42 conforming toGroupB-III (CeramicWall Tiles) of IS:15622of manufacturersapprovedby railway in all colours, shades, anddesign asapprovedby the Engineer-in-Charge in skirting, risers of steps and dado over 12mmthick bed of cementmortar 1:3 (1cement:3coarsesand) includingpointing inwhite cement mixed with pigment of matching shade complete. 300x450 mm and above

"item no.095020+095021of USSOR/2012 Providing and fixing ceramic tiles conforming to IS:15622ofmanufacturers approvedby railway in all colours, shades, 43 designandabrasion resistance class as approved by the Engineer-in-Charge in floorsand landingsover20mmthickbedof cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete OfGroupB-IIClause5.1(for abrasion resistance)of IS:15622 (Ceramic Floor Tiles) of size 300x300mm"

item no.091030+091032 of USSOR/2012 Providing hand packeddry flat brick flooring, class designation7.5(FPSBricks),excluding pointing with joints filled with sand over a bed of dry sand (ordinary)of average thickness 25 mm including ramming sub grade :Flat brick

item no.091040+091041 USSOR/2012 Deduct where railway bricks old / new are supplied From flat brick flooring Above/

" Item no.055130 of USSOR/2012 Deduct fromany brickwork item, if bricks (FPS) supplied by railway" Above/

" Item no.074260+074262 of USSOR/2012 Providing and fixing fly proof galvanized 47 M.S.wire gauge to windows and clerestory windows using galvanized M.S.wire gauge with average width of aperture 1.4 mm in both direction swith wire of dia 0.63mm With 12mm mild steel U beading"

" Item no. 222300 of USSOR/2012 Dewtering of natural or accumulatedwater fromany location. Payment tobedone for Horsepower of pump multiplied by pumping hours" Above/

" Item no.182020+182023 of USSOR/2012 Extra for removing mortar from bricks and cleaning bricks (stacks of cleaned bricks shall be measured) From brick work in cement mortar"

" Item no.131100+131103of USSOR/2012 Providing and fixing Chlorinated Polyvinyl 50 Chloride (CPVC)pipes,havingthermal stability forhot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refillingandtestingof joints complete as per direction of Engineer-in-Charge. External work 25mm nominal outer dia. Pipes"

"Item no. 131150+131159 of USSOR/2012 Providing and fixing medium grade G.I. Pipes complete with G.I. fittings including trenching and refilling etc. External Work 100 mm dia. nominal bore"

"Item no. 132020+132023 of USSOR/2012 Providing and fixing brass stop cock of approved quality 25 mm nominal bore"

"Item no. 136150 of USSOR/2012 roviding and placing on terrace/staging (at all 53 heights) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank "

" Item no.151010+151011 of USSOR/2012 Providing and fixing water closet squatting 54 pan (IndiantypeW.C.pan)with100mmsandcast iron PorStrap,10litre lowlevelwhiteP.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required White Vitreous China Orissa pattern W.C. pan of size 580x440-mm with integral type foot rests"

"item no.231030+231032 USSOR/2012 Providing and laying each layer of flat brick soling handpacked and joints filled with ordinary sand With Jhama bricks" Above/

"item no.222150 USSOR/2012 Providing/ fixing/ grouting various size HTS holding 56 down bolt in concrete column or in other structural steel member incl. drilling holes of required size,bolts threaded at both ends shall be fixed with proper size nuts bolts, plates, washers complete including all labour and material" Above/

"item no.242190 USSOR/2012 Providing and fixing concertina coil fencing with required dia 600 mm having 50 nos. round per 6 m length upto 3m height of wall with existing angle 57 iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm. with tape (0.52 mm thick) and weight 43.478gm/metre (cost of M.S. angle, C.C. blocks shall be paid separately)" Above/

"item no.021510 of USSOR/2012 Hiring of JCB Machine (in good working condition) for leveling and dressing ground / dismantling structures including disposal of debris through 58 dumpers etc. with contractor's labour, JCB machine, machine operator, fuel, etc. The contractor shall arrange road permit for vehicle for all the States of operation, as per instructions of engineer in- charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site."

"Item no.021550 of USSOR/2012 Hiring of Road Crane of 25 MT capacity including 59 necessary fuel, oil and operator etc. complete as directed by engineer in- charge. The contractor shall be responsible for arranging all types of permits required for movement of the Crane. Payment shall be made for actual working hours at site."

"Item no.021070 of USSOR/2012 Loading/Unloading ballast, kankar, brickbats, stone- chips, shingle, stone boulders, block kankar, pitching stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime etc., including lead up to 50m and stacking into/from trucks, trailors or wagons "

"Item no.021080 of USSOR/2012 Leading ballast, kankar, surkhi, lime, sand, ashes, stone-chips, pitching, stone, boulders, soling, stone, rubble stone, brickbats, shingle, dry mortar, laterite or similar materials including picking up and stacking, lead upto 50m "

"Item no.021081 of USSOR/2012 Additional lead for every subsequent 50m or part thereof, over 50m and upto 500m over item no. 021080"

"Item no.021090of USSOR/2012 Leading ballast, kankar, brickbats, stone-chips, 63 shingle, stone boulders, block kankar, pitching stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime, debris, muck, malba, etc.. for lead upto 25 km. Note: Lead under this item is payable when the same exceeds 500 M." Above/

" Item no.083050 of USSOR/2012 Fabricating, supplying & installing stainless steel railings for staircases, balconies, FOBs, Enquiry/Reservation complex etc., made of SS 304 grade stainless steel, laser cut / water jet cut (no shearing),polishedwithAutomaticround/flat polishing 64 machine to get a uniform hair line finish.All parts shall be connected to each other with the help of prescribed size CNC made solid connectors, counter sunk screws. Welding should be finished ensuring that nowelding marks arevisibleandassembly ismountedon floor with the help of dash fasteners. Railings shall be fabricatedas per approved drawings by engineer-incharge. Manufacturer shall submit maintenance manual and basic material test report for grade certification."

" Item no.082030+082031 of USSOR/2012 Providing and fixing glazing in aluminium 65 door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in-charge. (Cost of aluminiumsnapbeadingshall be paid in basic item) With float/frosted glass panes of 4mm thickness (weight not less than 10.0 kg/sqm)"

" Item no.108160+108162 of USSOR/2012 Providing and fixing on wall face unplasticised Rigid PVC single socketed rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.110mm dia" Above/

USSOR/2012 Item no. 252060: Pozzolana Portland Cement.

Supply and Using Cement at work site: OPC 43 Grade Above/

USSOR/2012 Item no. 045010 and 045014: Supplying Reinforcement R.C.C. work including strengthening, cutting, bending, placing in position and binding all complete. High yield strength deformed bars. Above/

Unloading track ballast supplied by railway from all type of wagons in block 72 section/station yards in block are without time and clearing infringement and site for further unloading as directed by Engineer with contractor's labour, tools, plants etc. with all leads, lifts, descents, Xing of track etc.

Spreading/putting of ballast uniformly in track from the stacks/ballast heaps available as unloaded from wagons on new formation/bank as per direttion of Engineer-in-charge for true profile of balast Including all lead, ift etc. up to 1 km lead

"Leading of PSC Turn out sleeper already unloaded on level crossing and other locations on either side of yards to site of work or as directed by Engineer-in-charge. (a) 1:12"

Manufacturing supply and stacking of machine crushed Track Ballast confirming to 75 RDSO Specification (IRS-GE-1) with latest correction slips upto date at Railway depot or nominated loaction i.e. Nautanva, Subhagpur stations etc. with contractor labour, tools plants and machinery including , loading-unloading all lead lift crossing of multiple line Nalah GST Charges and duties etc. complete

"Carting of ballast from ballast stacks/cess to various stations/block section between 76 in to contractor's vehicles, loading, leading and unloading of the same on location near to the required location in yard/block section keeping in view of safety of track and Road as per direction of Engineer-in charge:- (i) Beyond 1 Km. up to 10 Kms. "

"Carting of ballast from ballast stacks/cess to various stations/block section between 77 in to contractor's vehicles, loading, leading and unloading of the same on location near to the required location in yard/block section keeping in view of safety of track and Road as per direction of Engineer-in charge:- (ii) Beyond 10 Km. up to 20 Kms." metre/mon

Maintenanc of newly laid BG track between Gorakhpur yard, JEA Yard & Domingarh Yard laid with 60Kg/52Kg rails on PSC sleepers, 1660 sleeper density on mian line and 1540 sleeper density on loop lines and Point & crossings on PSC/ST/Wooden sleepers. All opertations connected with normal track maintenanc will be exercise as per IRPWM.such as picking up slacks, through packing,, maintenance of LCs, maintenace of track on bridges, maintenace of SEJs, maintenance of 78 loop lines, curve realignment, examination of rails, sleepers & fastenings, squaring of sleepers, lifting of sags, slewing of track and making track in correct level, gauge & alignment, greasing of ralls and pendrols, lubrication & greasing of SEJS, changing of rails on need base, changing of SEJs on need base, overhauling of LCs, carting of rails by rail dolly/diplorry, cutting of rails,cess repair, maintenance of all type boards Including paintening etc. as per IRPWM, IRBM and IRLWRM with contractor's labour, t&p, material (greace, oil& rail cutting blade etc.), with all lead and lifts involved etc, complete as per specifications and as per directed by Engineer-in-charge. (The work is for Six months)

"Leading of PSC Turn out sleeper already unloaded on level crossing and other locations on either side of yards to site of work or as directed by Engineer-in-charge. (a) 1:1.8.5" Above/

Dismantling cement concrete/RCC/Brick work in lime or Cement mortar & Stone Slab 80 in foundations, superstructure with all labour & materials including disposal of surplus materials with all lead, lift, descend, Crossing of track, nallah, river complete as directed by the Engineer-in-charge. (b) Lime |concrete/Cement concrete (This quantity includes the dismantling related to P-Way) Track

"Collection of S/H Rails 60Kg/52Kg/90R Single Rails in different sections, stations, 83 places of any division of Rallway from cess to nearest level Xing/loading point (Having motorable Road for Trailor) more than 100M and up to 1.60Km including loading/unloading/leading and stacking including all lead, lift, descends/ascends xing of track etc. by contractor's own means. "

" Loading of all types of PSC sleepers Including PSC turnout sleepers etc. Into contractor's own truck/trailer including lead upto 65 m & proper stacking by using road crane or Jany 84 other suitable mechanical device without damaging the PSC sleeper as per standard specification (Loading into 114 contractor's vehicle will normally be done by sleeper plant and this item will be operated only in case of breakdown of factory's crane which will be certified by SE/Works/Sleeper Factory) or in case loading of sleeper is done from any other place."

"Providing barricading with the help of fencing along the running track where the work is to be done in closed vicinity of the track. The fencing shall be minimum 1.5 m high with RCC posts 1.8 m. height of size 50 mm x 50 mm provided with 6 mm hooks etc. placed every 2.0 m. apart embedded in cement concrete (1:2:4)blocks of size 0.23x0.23x0.23m. and every 15h post (or nearer, if there is abrupt change of ground slope), last but one end & corner post shall be strutted 85 on both sides and end post one side only and struts embedded in cement concrete (1:2:4) block of size 0.23x0.23x0.23m. provided with 5 horizontal lines and two diagonal of G.I. barbed wire 9.38 Kg./100 m.(min) between the two posts including 2 bends (red and white) 300 mm long shall be painted with water bound paints on the bullies from top and two bands (100 mm apart) of yellow aluminous tap of width 50 mm-shall be pasted on top white bank. The rate includes cost of all materials including cement. After execution of all works requiring safety fencing in particular stretch. The fencing shall be removed with the approval of the Engineer-in charge and formation shall be repaired to its profile and released materials will be contractor's property"

Extra for greasing of liners after cleaning the same with wire brushes and emery 86 paper specially cleaning of any debris or rusted material with the application of '0' graphite grease conforming to IS 408-1981 with all contractor's labour tools and lift etc. complete job under the supervision of Rly's representative land as directed by Track

(b) 3 rail to 20 rail panel''

Loading, leading & unloading of Rly. P. way materials such as rails. Sleepers, all type of fittings, turnouts, SEJ, Glued Joints etc. at the required location from block section/yards by contractors which may involve use of road crane for placement of sleepers first by 89 manual/tractor/crane loading/ Rail dolly etc. up to loading point and the loading nominated place & unloding in the section as per consignee order including contractor's labour, T & P as per direction of Engineer-in-charge. Note; Quantity to be paid under this item if not covercd in above items nos. including sub sections of these items, this aiso include variation in the quantities of above items. Note;- per unit means per Tenne per km. Above/

(i)Above 300 Km for every 25 Km lead or part there are average 10 no lead, qty 30 i.e 12x30=360

Loading and leading of all types of PSC sleepers including PSC turnout sleepers etc. in to contractor's own truck/trailer including lead up to 65 m & proper stacking by using road crane or 94 any other suitable mechanical device without damaging the PSC sleeper as per standard specification (Loading into contractor's vehicle will normally be done by sleeper plant and this item will be operated only in case of breakdown of factory's crane which will be certified be SE/works/sleeper factory)or in case loading of sleepers is done from any other place. Above/

Cutting of 3 rail panels/more than 13m rails at site in block section yards with Gas cutting tools by contractor's own labour, T&P consumables etc. Complete as per directions of site engineer. Track

"Sleeper renewal s 60 kg on BG/track at 60 cm spacing by manual labour under the direction of Engineers at site- with contractor's tools and plants under SR 20 . This including renewal 96 of old sleepers 00/52 kg and fastening (SH/broken) and Insertion of new PRC sleeper 60 kg and standard fastening. The released sleepor should be kept parallel but away from the track on the cess and in case of P/F zone. The released sleeper should be kept safe distance all released fittings are to be stacked in one place nominated by the site in charge PWI/SE/Stores as directed, one round of Kachha packing putting back of all scattered ballast in position to this lead, not involve Deep screening, Including greasing of ERC. Using contracter's tool & plants. "

Spreading of BG PSC line sleepers already transported/ unloaded/Item in schedule including futher carraige and rehandelinh as required for placing in the slopes / along newly 97 constructed bank at uniform spacing of 1540 nos./1660 nos. sleepers per Km. as per direction of Engineer in charge includinh. all lead, lift , descend , ascend, crossing of track, and observance of necessary safety with contractor's own labour ,tools and plant and consumable etc. inclduing. loading / unloading complete job in block section

Placing BG PSC sleepers from slope/side of embankment of leveled and compacted bed of ballast at specified spacing and correct alignment with all leads. Lifts. Descends, xing of track and other obstructions etc. in block section. Track

Linking BG track on PSC sleeper in straight/curves (excluding level crossing and girder bridges) by lifting 60kg/ 52kg/90R single rail/SWP/10 Rail/20 Rail panel from cess and placing on (M+7/1600 sleeper per Km. ) sleeper density including carting of P. way fittings from PWI's store 99 /cess and placing, cleaning, oiling and greasing them with contractors oil, grease and graphite putting in ballast, from cess/stacks along the track, initial packing boxing and dressing of ballast as per specified standards to true alignment and levels as directed by Engineer-in charge. Note: 75% of the payment will be made after completing all activities except boxing and dressing and rest 25% will be paid after boxing and dressing is complete. Fittings will be made available at PWI's store & rails along the track. No extra payment will be made for carting of fittings.

Assembling/linking & laying 60kg/52kg. BG Fan shaped points and crossing on PSC Layout as per drawing/specification including leading of materials from stacks/PWI's store, cutting rails, drilling holes, Jim crowing of rails, as required fixing stretcher bars & spring setting device, two 100 round of through packing, boxing and dressing of ballast to profile, lubricating & greasing of rail joints, fish plates, fish bolts, rails fishing surface of joints elastic rail clips with contractors oil grease graphite etc. as per direction of Engineer in charge. Note: (I) 75% of the payment will be made after assembling is completed and laid. Balance 25% will be paid after completion of all other activities as per item above. 1 in 8.5

Assembling/linking & laying 60kg/52kg. BG Fan shaped points and crossing on PSC Layout as per drawing/specification including leading of materials from stacks/PWI's store, cutting rails, drilling holes, Jim crowing of rails, as required fixing stretcher bars & spring setting device, two 101 round of through packing, boxing and dressing of ballast to profile, lubricating & greasing of rail joints, fish plates, fish bolts, rails fishing surface of joints elastic rail clips with contractors oil grease graphite etc. as per direction of Engineer in charge. (b) D. S. Note: (1) 25% of the payment will be made after assembling is completed and laid. Balance 25% will be paid after completion of all other activities as per item above. Track

Linking BG track on level crossing by digging formation to correct level, spreading 102 ballast, placing brackets and bolts, linking boxing and making good road surfaces to correct level ang profile between gate posts for full width of road for immediate use of road traffic as site. Note 75% payment will be made after completing all activities except boxing and dressing. Balance 25% will be paid after boxing and dressing of ballast and cess are completed. Track

Fitting & fixing of check rails & running rails at PSC sleepers as per RDSO pan No. T- 103 4783 & 4784 with latest alterations supply of all fittings as required with contractors own labour, tools, equipments, plant etc. As per direction of Engineer-in charge. The requsite fitting will have to be procued to only from approved source of Railw produce certificate or the same for acceptance of Railways where applicable & contractor material, Track

Fabricating notching bending, denuding, drilling, fixing, linking and joining both guard rails 60kg/52Kg./90R on bridges as per direction of Engineer at site. Track

First round of through packing of PSC sleeper track as per IRPWM to correct level and alignment as per direction of Engineer at site. (i) PSC sleeper track 1660 per/km Note; 10% of payment will be withheld till the Cleaning and dressing of cess is Completed (ii) written permission of Dy. CE/Con to commence each round of packing is required.

Cutting 60Kg/52Kg/90R 90/72 UTS rail with hexa blade/rail cutting machine in station yard/block section as per track manual and direction of Engineer at site. Note; No payment shall be made for incorrect cuts.

Drilling 32mm/25mm dia fish bolt holes and Chamfering in 60Kg/ 52Kg./ 90R/75R/ 60R rails in station yard/block section as per track manual and direction of Engineer-in-charge. Note: No payment shall be made for incorrect made holes.

Cutting high cess/formation on either side of track in the yards. Approaches of level 108 crossings/girder bridges/points & crossings making drains in yard as required and dumping excavated earth as directed by Engineer-in charge including all lift, crossing of track and lead up to 100 Mtrs.

(b) Tie bar posts Track

(d) Lead more than 3 Km. upto 4 Km. Track

" Slewing of BG track 4 to the indicated alignment up to 60 cm of existing track during block/without block including packing of track on new alignment,ballasting with existing ballast to make it fit for passing the traffic at 20 KMPH with contractor's tools & plants and labour. "

Manufacturing, fabricating and erecting in position whistle board, curve boards, SEJ 114 boards, creep posts, LWR posts, shunting limit board, wicket gate, curve marker posts and rail fencing etc. (Rails, tie bars, steel section, sheets required for this shall be supplied by the Railway free of cost at the Railway station/PWI/10m,s Stores,(Cement will be paid separately.)

Painting exterior surface 3 coats with enamel paint (including one base coat) of contractor's enamel paints of approved colour and make as directed by Engineer-in-charge. (a) painting 3 coats

Painting exterior surface 3 coats with enamel paint (including one base coat) of 116 contractor's enamel paints of approved colour and make as directed by Engineer-in-charge. (b) Letter writing of 25mm size or as per requirement at site. Note:- per unit means per 100 nos. Total Quantity = 500000 per 100 nos, qty.= 500000/100=500 Nos. (But actual qty. is 500000 per 100 Nos.) Track

Doing through Rail renewal by dismantling the existing 60Kg/52Kg/90R rail panel on BG track carefully removing of released rail panels on cess sway fromtrack, Gas cutting of released 3 rail panels near welded end into single rail and their transportation to nearest station by 117 contractor's means stacking at nominated place as per direction of Engineer-in-charge upto lead of 6 Km. incerting new 52Kg. single/10/20 rail panels in position keeping welding gap in between panels, refixing all fitting putting closure rail if required including insertion of giued joints, providing fish plate, bolt & clamps etc. as required with or without traffic block and as per direction of Engineer-in- charge New rail panels may be required to be shifted by 20m. Approximately on either side before insertion. The scope of work includies these aspects also & nothing extra will be payable on this account. Track

(c) additional lift of 50mm.

Preparation of check rail with SH 52 Kg/90R rails as per RDSO plan No. T-4783 & 120 planning as per RDSO plan No. 4215 & making necessary holes etc. Complete with contractors materials, tools & plants, labour etc. Rail for preparation of check rail will be provided by railway at nearest location available /PWI store & in available length. Contractor will have to make arrangement of transportation / cutting for which nothing extra wiil be paid, Above/

Each round of through packing of PSC sleeper track as per IRPWM with latest correction slips to correct level and alignment as per direction of Engineer at site. (excluding first packing including final dressing ,boxing & cleaning of cess). Note:- 10% of payment will be with held till the cleaning of cess is completed. (a) PSC sleeper track 1660 Nos. per km/M+7/M+4

First Through Packing of Points & Crossing on all type of sleepers including correcting 122 all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer in-charge. Note- If Tamping machine not provided then through packing of Turnout may be done further for safe running of traffic. 1 in 8.5.

First Through Packing of Points & Crossing on all type of sleepers including correcting 123 all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer in-charge. Note- If Tamping machine not provided then through packing of Turnout may be done further for safe running of traffic. 1 in 12

Second Through Packing of Points & Crossing on all type of sleepers including 124 correcting all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer inchrag Note: if Tamping machine not provided then through packing of T/out may be done further for safe running of traffic.1 in 8.5.

Second Through Packing of Points & Crossing on all type of sleepers including 125 correcting all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer inchrag Note: if Tamping machine not provided then through packing of T/out may be done further for safe running of traffic.1 in 12

3rd & Subsequent Through Packing of Points & Crossing on all type of sleepers 126 including correcting all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer-in-charge. Note: : if Tamping machine not provided then through packing of T/out may be done further for safe running of traffic. 1 in 8.5.

3rd & Subsequent Through Packing of Points & Crossing on all type of sleepers 127 including correcting all track parameters, gauge, cross levels alignment, tightening of fittings as per IRPWM and satisfaction of engineer-in-charge. Note: : if Tamping machine not provided then through packing of T/out may be done further for safe running of traffic. 1 in 12. Above/

Removal of ERC & steel/GFN liners in new laid rail panel/track, cleaning of rust & scales of ERC, steel liners & MCI inserts/wire brush/scrapper/sand Empory paper etc. supply & provision of anticorosive treatment by the application of grefited grease grade zero confiming to IS: 408-1981 under side of liner & corresponding area of rail foot and MCI inserts with ERCs as laid down instructions of IRPWM and after proper greasing of steel/GFN liners and ERCs refixing on proper place and seat under the supervision of site in chrage. Note: The item will be operated as per the direction of engineer-in-chrage either before CRS inspection or before handing over of the track.

"Laying / Insertion of Glued joint (60 Kg / 52kg.rail / 90 R) on PSC / Wooden sleepers, cutting of rails and drilling of holes chamfering etc. It also included transporting of released rails to depot with all lead and lift and crossing of track. "

Providing and fixing of fouling mark for newly linked point and xing in yards. The contractor will arrange all consumable materials fixing with all lead, lift, xing of track, labour, T & P etc. for completing the job in accordance with IRPWM.

Pre-tamping and Post tamping work as per relevant CE/Circular for packing on PRC/PSC Turn Out Sleeper by Track tamping machine to make the track fit for raising speed as per IRPWM Track

Pre-tamping and Post tamping work as per relevant CE/Circular for packing on PRC track by Track tamping machine (CSM) to make the track fit for raising speed as per IRPWM.

Manufacturing supplying and fixing various retro refiecting boards for level crossing made up of 2mm thick aluminium sheet, face to be fully covered with high quality inculated type heat activated retro refiective sheeting conforming to type four of ASTM.D.4956.01 blue and silver wight of other cloure including subject matter massear ligual, symbols and boarder etc. as per IRC: 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure back suppa of ASTM-D-4956-01 and fixing the same with aulated balletounted and angle Iran of size theft resistant measures, support frame of M.S. fixed with 2 Nos. M.S. angles of size 133 35x35x525x3mm along with the delo of MS Tee song holes in 50x50x6mm welded with base plate of size 100x100x5 vertical post mand and including med nach two of more coats of synthetic enamel paint of requirede plate of required sized brand & manufacture inted in black pipes, angle flats, providing & fixing M.S. message plate of at the bottor steel work to be painted ver priming coat of zinc chromate yellow primer (with vertical MSTee supp of app from 3650 to 4500mm paint over and and white colours). Backside of aluminium sheet to be e support length for more coats of epoxy paincation and including appropriate priming coat including all leads and ited mich complete as per drawing, spet and paid for direction of Engineer-in-charge. (Note: Concreting for fixing may be done as per ste requirement. Track

"USSOR 2021 item no. 083030 Boxing and profiling of ballast as per procedure 134 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"

"USSOR 2021 item no. 137030 Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to 135 latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering/weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry." Above/

"USSOR 2021 item No. 211201 JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity"

"USSOR 2021 item No. 211202 Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material"

"USSOR 2021 item No. 211203 Tractor with Trolley for local transportation or other misc. works" Above/

"USSOR 2021 ITEM NO 181040 Dismantling existing lifting barrier along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with 139 functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed.Note: Barriers on both sides of level crossing constitute one set"

"USSOR 2021 ITEM NO 181070 Dismantling existing swing gate consisting of two leaves with gate posts, meeting post and stopper post etc. without causing any damage to material and stacking the same near LC gate as directed by Engineer in-charge"

"USSOR 2021 ITEM NO 185010 Dismantling of existing rail fencing, fixed adjoining 141 running lines of track, duly excavating and levelling the foundation by hand compaction, removing connections and carting the released material up to a lead of 250m by suitable means and stacking the same, as directed by engineer in-charge. Note: The released materials shall be handed over duly stacking the same in measurable fashion."

"USSOR 2021 ITEM NO 185040+185042 Manufacture, supply, assembly, erection, commissioning and testing of Lifting Barrier assembly, having fragmented boom, boom light boxes 142 with suitable gate lamps, bell, boom supports (stay wires) with adjusters, counter weight, pedestal and lock posts with foundation of 'A' type as required, turn-union wheel with brackets, balance and auxiliary weights clamps etc. to approved standard drawing with all fittings and fastenings excluding fringes, complete with contractor's men, equipments and materials, as per specifications and as directed. Above 6m and up to 8m long Lifting Barrier "

"USSOR 2021 ITEM NO 185050 Manufacture, supply, assembly, erection, commissioning and testing of Winch Arrangement for operation of level crossing lifting barriers, as 143 per RDSO's approved layout, having standard covering arrangement, foundation of 'A' type as required and pulleys, pulley guides & stakes, horizontal rope wheel, vertical rope wheel, wire adjusting screws, wire ropes 6 x 6 x 19 with all fittings, fixtures & accessories to RDSO's approved drawings with all parts including painting of steel work as per specification, as directed with cement concreting complete.Note: Excavation and concrete work will be paid separately."

Supply of skilled labour worker for operation of motor trolley assistance in quality control, assistant in protection of track & other misc. work

Supply of Unskilled labour for the operation of motor trolly for inspction of track linking work. Above/

Supply of consumable of required grade & quantity which can be used in TTM Machine as per satisfaction of TTM staff. (v) Reconditioning of tamping tools with specified electrodes as per direction of TTM incharge,

(d)Gear Oil. Above/

"Item no.021430 of USSOR/2012 Hiring and operating Multi-Utility vehicle of loading capacity one MT with sitting capacity of 4/6 persons, 4 strokes, 4 cylinders engine, factory-built 149 metal body, cargo, box type or passenger cabin type or both (with 24 hours availability), including cost of fuel, lubricants, major/minor repairs, salary of driver, toll tax, all other tax complete, operation and maintenance including running upto 1200 km in a month. The vehicle shall run on pucca, kutcha road and along the track. The contractor shall arrange road permit for vehicles for all the States of operation, as per instructions of engineer in charge and vehicle shall not be more than three years old" Above/

D11-Schedule (Supply & Stacking of Ballast) 20618780.00 Below/P