Construction of new loop lines, EI building & relay room, station building, extension of bridge No. 9, construction of culvert, high level platform, provision of PP shelter, deep tube well with 10,000 litre overhead tank, and other ancillary works in connection with conversion of RPSC Halt into a three-line block station (NSG-6) under jurisdiction of ADEN KPV.

Item Breakup - A-USSOR-2021.

Using Soil Class SQ2 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.

Up to 40 m long rail panel

More than 40 m long rail panel Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Through Rail Renewal work Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates of 6 bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.

Hole of dia. 26.5mm and above Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in- charge :

Rail section of 52Kg and above Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Traffic Block Conditions Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores.

1 in 12 Turnouts IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

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

Boxing and profiling of ballast as per TRM 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. Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre-defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms.

Under Traffic Block Conditions: IZZATNAGER DIVISION-ENGINEERING/NORTH 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.

For 60 Kg/60EI-R260 grade Rail, Each Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in- charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the c o n t r a c t o r. (2) Excavation and concrete work, if required, will be paid separately.

With contractor's hard wood pegs of Each 50 mm dia and 60 cm long IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Spreading of ballast, from existing cum stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1540 sleepers TRM per km Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more IZZATNAGER DIVISION-ENGINEERING/NORTH 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.

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

Replacing existing glued joint rail Each with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

60 Kg - 110/90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

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

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Hydra or similar tyre mounted Pick- Hour n-Carry crane of 12T capacity for misc. works of handling of material

Tractor with Trolley for local Hour transportation or other misc. works. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Manufacturing and fixing buffer stop Each with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. Total 11518689.44

Item Breakup - B-USSOR-2021 (Transportation).

I n Wagon handling is possible and traffic block is not required or in Truck/trailer. Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead up to 500 metre.

For lead beyond 500 metre and up MT to 1 Km.

Extra to Items no. 171032 for lead MT beyond 1 Km for every subsequent Km or part thereof and up to 10 Km Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre.

For lead up to 500m

For lead beyond 500 metre and up MT to 1 Km

Extra to Items no. 171042 for lead MT beyond 1 Km for every subsequent Km or part thereof and up to 10 Km Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 m e t r e , lift up to 5 metre and stacking in prescribed manner.

From wagons during period of traffic MT block where handling by mechanical means is not possible IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY Unloading of rails of any section and length from 13 metre to 39 metre, in neat manner for Railway usage from departmental material train (DMT) including lead up to 50 metre and lift up to 5 metre.

During period of traffic block Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work.

During period of traffic block Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

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

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

For lead up to 500 metres

For lead beyond 500 metre and up MT to 1 Km IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Extra to Items no. 172032 for lead MT beyond 1 Km for every subsequent Km or part thereof and up to 10 Km 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.

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 10 Km and up to 20 km MT

Lead beyond 20 Km and up to 30 km MT

Lead beyond 30 Km and up to 50 km MT

Lead beyond 50 Km and up to 100 MT Km

Lead beyond 100 Km and up to 150 MT Km

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

Lead up to 5 Km

Lead beyond 5 Km and up to 10 km

Lead beyond 10 Km and up to 20 km MT

Lead beyond 20 Km and up to 30 km MT

Lead beyond 30 Km and up to 50 km MT

Lead beyond 50 Km and up to 100 MT Km

Lead beyond 100 Km and up to 150 MT Km

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

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

From Truck / Trailer Total 6556646.31

Item Breakup - C-CPWD DSR-2021

and pattern. 17.0 SANITARY INSTALLATIONS Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement 17.3 with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid Each 11 6941.3 76354.3 126 plastic seat and lid Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of 17.7 standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin Each 11 2275 25025 127 size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with 17.32 plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 128 17.32.2 Rectangular shape 453x357 mm Each 11 1158.95 12748.45 17.33 Providing and fixing 600x120x5 mm Each 11 942.15 10363.65 glass shelf with edges round off, supported on anodised aluminium 129 angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing and fixing toilet paper 17.34 holder : 130 17.34.1 C.P. brass Each 11 680.8 7488.8 Providing and fixing soil, waste and 17.35 vent pipes : IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY 17.35.1 100 mm dia 17.35.1.2 Centrifugally cast (spun) iron socket Metre 40 1077.4 43096 131 & spigot (S&S) pipe as per IS: 3989 17.35.2 75 mm diameter : 17.35.2.2 Centrifugally cast (spun) iron Metre 10 1042.1 10421 132 socketed pipe as per IS: 3989 Providing and fixing bend of required degree with access door, 17.38 insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 133 17.38.1.2 Sand cast iron S&S as per IS - 3989 Each 8 597.6 4780.8 17.38.2 75 mm dia 134 17.38.2.2 Sand cast iron S&S as per IS- 3989 Each 4 453.4 1813.6 Providing and fixing single equal plain junction of required degree 17.43 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 135 17.43.1.2 Sand cast iron S&S as per IS - 3989 Each 8 731.4 5851.2 17.80 Providing and fixing white vitreous Each 2 7004.45 14008.9 china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml 136 consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 18.0 WATER SUPPLY 18.1S PE-AL-PE COMPOSITE PRESSURE PIPE Providing and fixing Polyethelene- Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 deg. Celsius, 18.3 including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge.-External work 137 18.3.5 3240 (40 mm OD ) pipe Metre 25 646.2 16155 138 18.3.6 4050 (50 mm OD ) pipe Metre 50 785.35 39267.5 18.7S C.P.V.C. PIPES IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge, Concealed work, including cutting chases and making good the wall etc. 139 18.8.1 15 mm nominal dia Pipes Metre 350 441.15 154402.5 140 18.8.2 20 mm nominal dia Pipes Metre 300 513.75 154125 141 18.8.3 25 mm nominal dia Pipes Metre 100 626.05 62605 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 142 18.9.1 15 mm nominal dia Pipes Metre 297.52 221.35 65856.05 143 18.9.2 20 mm nominal dia Pipes Metre 297.52 275.25 81892.38 Providing and fixing G.I. pipes complete with G.I. fittings and 18.10 clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall 144 18.10.1 15 mm dia nominal bore Metre 11.44 304.15 3479.48 145 18.10.2 20 mm dia nominal bore Metre 15 373.35 5600.25 146 18.10.3 25 mm dia nominal bore Metre 56 491.2 27507.2 Providing and fixing G.I. pipes complete with G.I. fittings including 18.12 trenching and refilling etc.-External work 147 18.12.2 20 mm dia nominal bore Metre 5 315.35 1576.75 148 18.12.3 25 mm dia nominal bore Metre 8 417.95 3343.6 149 18.12.4 32 mm dia nominal bore Metre 2 457.7 915.4 150 18.12.5 40 mm dia nominal bore Metre 5 558.35 2791.75 151 18.12.6 50 mm dia nominal bore Metre 5 654.2 3271 152 18.12.7 65 mm dia nominal bore Metre 931.56 768.6 715997.02 153 18.12.8 80 mm dia nominal bore Metre 2 919.1 1838.2 18.15S BRASS FITTINGS Providing and fixing brass bib cock 18.15 of approved quality : 154 18.15.1 15 mm nominal bore Each 5 303.85 1519.25 155 18.15.2 20 mm nominal bore Each 10 327.95 3279.5 Providing and fixing brass stop cock 18.16 of approved quality : 156 18.16.2 20 mm nominal bore Each 8 327.95 2623.6 Providing and fixing gun metal gate 18.17 valve with C.I. wheel of approved quality (screwed end) : 157 18.17.1 25 mm nominal bore Each 2 532.35 1064.7 158 18.17.3 40 mm nominal bore Each 1 707.3 707.3 159 18.17.4 50 mm nominal bore Each 1 878.25 878.25 IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY 160 18.17.6 80 mm nominal bore Each 2 2227.6 4455.2 Providing and fixing ball valve (brass) of approved quality, High or 18.18 low pressure, with plastic floats complete : 161 18.18.2 20 mm nominal bore Each 8 397.45 3179.6 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying S&S C.I. standard specials such as tees, 18.25 bends, collars, tapers, caps etc. (Heavy class): 162 18.25.1 Up to 300 mm dia Quintal 8 5649.65 45197.2 Providing and laying S&S 18.27 centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 163 18.27.1 100 mm dia pipe Metre 9 1210.5 10894.5 164 18.27.3 150 mm dia pipe Metre 29 1824.7 52916.3 C.I. SLUICE VALVES/ FIRE HYDRANTS 18.31S & FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, 18.31 rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 165 18.31.1.2 Class II Each 1 4500.25 4500.25 18.31.3 150 mm diameter 166 18.31.3.1 Class I Each 1 5980.45 5980.45 167 18.31.3.2 Class II Each 8 6661.8 53294.4 18.31.4 200 mm diameter 168 18.31.4.1 Class I Each 1 11609.5 11609.5 18.48 Providing and placing on terrace (at Litre 4000 9.7 38800 all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking 169 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass long nose bib cock of approved quality 18.50 conforming to IS standards and weighing not less than 810 gms. 170 18.50.1 15 mm nominal bore Each 5 715.05 3575.25 Providing and fixing C.P. brass long body bib cock of approved quality 18.51 conforming to IS standards and weighing not less than 690 gms. 171 18.51.1 15 mm nominal bore Each 11 708.4 7792.4 Providing and fixing C.P. brass angle valve for basin mixer and geyser 18.53 points of approved quality conforming to IS:8931 172 18.53.1 15mm nominal bore Each 27 500.35 13509.45 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock 18.54 of approved quality and colour. 18.54.1 15mm nominal bore, 86 mm long, Each 36 109.85 3954.6 173 weighing not less than 88 gms AIR VALVE & WATER METER (BULK 18.59S TYPE) IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY Providing and laying Double Flanged 18.71 (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 174 18.71.1 100 mm dia C.I. Double Flanged Pipe Metre 5 1838.1 9190.5 175 18.71.2 150 mm dia C.I. Double Flanged Pipe Metre 7 2880 20160 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally 18.73 (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.2 150 mm dia Ductile Iron Double Metre 5 2312.9 11564.5 176 Flanged 18.73.3 200 mm dia Ductile Iron Double Metre 5 2921.15 14605.75 177 Flanged 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the 19.1 proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 178 19.1.2 150 mm diameter Metre 180 591.4 106452 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm 19.7 nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal 19.7.1 dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non Each 5 11687.1 58435.5 179 modular) bricks of class designation 7.5 Providing and fixing in position pre- cast R.C.C. manhole cover and 19.19 frame of required shape and approved quality Raising manhole cover and frame slab to required level including dismantling existing slab and 19.26 making good the damage as required (Raising depth of manhole to be paid separately) : 19.26.1 Rectangular manhole 90x80 cm with Each 4 2723.65 10894.6 180 rectangular cover 600 x 450 mm of grade LD - 2.5 Extra for depth beyond 45 cm of 19.31 brick masonry chamber : IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed 19.35 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 181 19.35.1 450 mm dia RCC pipes. Metre 238.02 2385.5 567796.71 21.0 ALUMINIUM WORK Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ 21.1 neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.18 Providing and fixing 12 mm thick Sqm 7.2 4540.7 32693.04 frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring 182 type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). 22.0 WATER PROOFING IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY 22.6 Providing and laying water proofing Sqm 775.13 585.55 453877.37 treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness 183 consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. Total 160449152.28

Item Breakup - D-CPWD DSR-2021(Reinforcement)

Item Breakup - E-CPWD DSR-2021(Cement).

Item Breakup - F-NS Items (Ballast).

Manufacturing, stacking of 65 mm size machine crushed track stone ballast as per latest RDSO's specification IRS-GE-1 June, 2016 with up to date correction slips and stacking at RPSC Halt between GUB and LKU station complete job with contractor's labour, tools, plants and machinery complete including all leads, lifts, royalty charges and duties including making approach road and other arrangements for stacking ballast at site as per direction of Engineer in- charge at site .When distance of nearest quarry is more than 50 km and up to 100 km.(Quarry/Place from where the ballast is to be supplied to be mentioned) Total 6095378.30

Item Breakup - G-NS Items (Miscellaneous).

Insertion of glued joints (insertion Each two number glued joint) in rails and offering for welding complete as per direction of engineering / in charge at site.

Float glass panes of nominal Sqm thickness 5 mm (weight not less than 12.50 kg/sqm).

Galvanised wire mesh of average Sqm width of aperture 1.4 mm and nominal dia of wire 0.63 mm.

Designing and Preparation of all Job Drawings of as per Railway loading and as per Code/Relevant IS code duly checked by Government Engineering college/IIT. Submission of report in three copies.

Preparation of drawing through Auto Sqm Cad as per direction of Engineer in- charge.

Carring out soil investigation at site Job for bearing capacity and other parameters for designing the foundation for the satisfaction of engineer in charge at the required depth as per the direction of engineer incharge. The quoted rates will including the cost of submitting the soil test report from the agency of reputed as approved by the site engineer incharge (with contractors own tools and eqipment if required) as per special conditon of contract.The method of testing will be as per the direction of site Engineer.

Stationing & manning of Poclains at Per Day site at the time of execution of work including fuel etc ( 2nos x4 = 8days).

Marching of poclains at bridge site Each including all labour , fuel etc complete for two times(2nos x2=4 nos.) IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Stationing and manning of 200 MT Per Day capacity road crane at site at the time of execution of work including fuel etc complete ( 2nos x 4 = 8days)

Marching of 200 MT capacity road Each crane at bridge site including all labour , fuel etc complete for two times (2 nos x2 = 4 nos.)

Providing hand packed dry flat brick Sqm flooring, class designation 7.5 (FPS Bricks), 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.

Supplying, precast concrete reinforced bench with back rest. Bench shall consist of 2 nos.L shaped base support in natural cement colour of thickness 100 mm,back height 1000 mm, front height 450mm, base width 620 mm and 5 nos.reinforced concrete planks in red colourand size of 1500 x 100 x 50mm and 1no, reinforced concrete plank of 150 x200 x 50mm; manufactured by usingM-30 grade concrete & reinforced suitably; all parts to be joined with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly. Complete job to be done asper directions of Engineer Incharge.

Manufacturing, supplying & fixing of Each pr-fabricated RCC coping stone of size 530mm x 1125mm x 100mm thick as per top face designed and approved by site Engineer with M-30 grade RCC with 8 mm dia. tor steel at 150mm c/c both ways and manufactured by vibro compaction process using jointless FRP/GRP steel moulds of required size, shape & design. The item includes cost of cement, reinforcement, transportation etc. (Note : Under layer of cement mortar to be laid as per site conditions & should be paid for separately).

Erecting roof trusses, tank stagings, Quintal steel tanks etc. including rivetting for work upto 10 m height above G

Structural steel work welded in built Kg up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL In RSJ, tees, angles and channels IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

HIRE CHARGES OF PLANTS & Day MACHINERY:-Hydraulic Excavator (3D) with driver and fuel ( Note :- 1. Above hire - charges (from item code 0001 to 0083) include cost of services of operating staff, Cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery and excluding GST. 2. The hire charges of plant machinery on per day basis are for single shift of eight working hours.

S/Filling of stone boulder .

S/filling granular wall etc.

Providing and fixing manhole cover Each in top dome with 3 mm thick MS plate of size to be approved by the engineer including welding with 40x5 mm MS plate with lifting hook including of MS frame of angled of size 40x20x5 mm hole approved plan including cost of synthetic enamel of approved quality and shade all labour and material as a complete job.

Providing and fixing 830 mm internal Sqm dia. top ventilator in the center of top dome with frame and providing and fixing mosquito proof netting of approved quality as per approve plan for all heights and depths including cost of priming coat of red lead and painting two coats with synthetic enamel of approved quality and shade. All labour and material as a complete job.

Supplying and fixing Water level Each indicator with floats teak wood gauge board pulley wire etc. as per approve plan for all height and depth including cost of priming coat of red lead and painting two coats with synthetic enamel of approved quality and shade all labour and material as a complete job.

Providing Conductor 22 mm x3mm copper strip with projection fixed to the center of the top slab of the ventilator with aluminium down conductor in accordance with IS specification including all height and earthing at 10 m below including depth all labour and material as a complete job. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Topographical mapping by Total Per Day Station Equipment (TSS) of yard curve etc. showing all existing feature/structure such as road, rail, boundary, building, Nallah / Drain, electric, telephone line, water drain etc. using contractor own engineer, labour, tool & plant, equipment etc. complete. The work shall including mapping to the scale yard, curve etc. by TSS incorporating field data in Auto CAD, Drawing (Soft Copy) to engineer in-charge required details. NOTE: Rate unit effectively means per team, per day deployed for the work in site.

Supplying , fixing, commissioning Each and testing of automatic bacteriological treatment plant enabled with programmable logic controller water flow (PLC technology) for drinking water treatment as per SIS parameter with uarantee/warrantee for five years as per specification (1).The plant is fully automatic in term of operation. Its operation is controlled & monitored by programmable logic controller technology (PLC technology). The inbuilt memory of the controller enough to store all the programs to ensure regular and effective operation of the plant as per users need and requirement.( II) The PLC technology of the plant is incorporated with water flow sensor to ensure automatic proportional treatment of water in consonance with variation in water flow rate. (III) THE PLC technology offers the facility of on site digital dose rate programming in Lts/Hr, according to demand to demand of chlorine of water with LED/LCD display. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY

Construction of Tube well by Heavy Metre duty rig machine in the strata of large boulder and hard stone at bhaver area from GL to 120MBGL to lower the assembly of 300mm complete as per following specification at RPSCHalt station (I )Transportation of D. Rig machine, compressor O.P. unit and T&P and other equipment upto site & back transportation after completion of work (1 job ) (ii ) Installation of rig machine, camp equipage after site clearance (1 job ) (III ) Drilling 500mm Dia. size final bore from 6.L. to 120 MBGL(1 job ) (i ) Arrangement of water.(1 job ) (ii) Geophysical logging of bore well to recording a physical parameter that may be interpreted in terms of formation characteristics, ground water quantity and physical structure of the bore hole after drilling. (1job ). (iii) Preparing and Lowering of tube well assembly 300 mm dia. Plain/ Slotted pipe from G.L. to 120 MBGL (1 job ). (iv) Pea-Gravel feeding from 120 MBGL to G.L. around the angular space (1 job ). (v) Dismantling of Rig machine after completion of work. Fitting of girder and clamp, well cap. (vi) Collection of strata sample in box.

Supply of 300mm dia. 7.9mm thick Metre M.S.E.R.W. pipe.

Supply of 300mm dia. 7.9mm thick Metre M.S.E.R.W. slotted pipe.

Supply of 200x100mm dia. size M.S. Numbers Girder 4m long for T.W. assembly.

Supply of 300mm dia. bail plug with Numbers hook.

Supply of M.S. heavy duty D.1. Set clamp suitable for 300mm dia.

Supply of 300mm dia. M.S. well cap. Numbers

Supply of Pea gravel 2.0mm to cum 4.8mm.

Erection of compressor and T &P.

Development by compressor.

Dismantling of above.

Erection and lowering of O.P. unit

Development by O.P. unit to get Hour total yield of 1800 LPM discharge.

Dismantling of 0.P. unit and site Job clearance after completion of work.

Providing ,supplying andinstallation Each of stainless steel water booth (confirming toSS-304 grade with satinfinish),consisting of 1350x1350x 1.6mm thickbox section , 1.6mm thickcladding sheet, 1mm thicksink with 10mm thick base plate fixed with anchorfastener. Complete in allrespects as per direction engineer in charge Total 12988803.52 IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY