P-way linking with fittings for renovation of existing rail track of BTPS (Phase-I).

Amount

P-way linking with fittings for renovation of existing railtrack of BTPS(Phase-I).

Trolleying new rails, PSC sleepers from the BTPS main store/ Client Site store to the site of work by contractor' s transport/dip lorry/dip trolley up to a distance of 2 km including handling, loading, unloading of materials with all lead, lift, crossing road/ rly. tracks etc complete.

Trolleying release material from the site of work by contractors transport/dip lorry/dip trolley up to a distance of 2 km to BTPS Main store/Client site store including handling, loading, unloading of materials with all lead, lift, crossing road/ rly. tracks etc complete.

Dismantling of existing B. G. Track of 60kg/52Kg/90R or any section of rails with any kind of sleepers with fittings and fastenings. The rate should be inclusive of cutting of rails, bolts & nuts, if necessary, for dismantling of track. Released materials should be kept separately i. e. Rails, Sleepers, fastenings etc. by the side of the track up to a free lead of 30m as per direction of the Engineer-in-Charge. Here, the unit of measurement ' AU' stands for ' Track Metre' . The unit of track metre consists both sides rails, sleepers and all other fittings required thereof.

Dismantling of existing B. G. Turn-out/Sym. split of 52Kg/90R or any section of rails with any kind of sleepers except PSC sleepers with fittings and fastenings. The rate should be inclusive of cutting of bolts & nuts by gas cutter if necessary, for dismantling of track. Dismantled materials should be segregated and are to be kept seperately i. e. Rails , Sleepers, fastenings etc. by the side of the track up to a free lead of 30m as per direction of the Engineer-in-Charge. 1 in 8½ Turn out/Sym. split.

Laying, B. G. straight or curve Track with following rail section and concrete sleeper (M+ 7) density with standard fittings ensuring correct specing of sleepers, fixing and tightening of Fish Bolts & Nuts and maintaining proper guage, alignment, level (both cross & longitudinal ), expansion gap at rail joints, super elevation as necessary and with one initial through packing. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight and curve track for squaring of joints, drilling holes on web of rail square to rail surface by using proper template for fish plated joints, champhering of drilled holes, greasing and oiling of fish plates and fish bolts and nuts and at fishing zone of the rail ends including supply of grease oil etc. Sleepers spacing versine, super elevation etc. shall also be marked by the contractor with white paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-charge at site. with 60 kg rails. Here, the unit of measurement "Activity unit" or ' AU' stands for ' Track Metre'. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof.

Assembling, linking and laying in position B. G. Standard 60 kg/52 kg turn-outs on P. S. C. sleepers including approach & exit PSC sleeper portion to correct alignment & gauge. This includes switches lead rails, stock rails both straight and curve, crossing with 60 kg/52 kg rails and standard fittings ensuring correct spacing of sleepers fixing & tightening of Fish bolts & nuts and maintaining proper guage, expansion gap at rail joints and with one initial through packing. The rate should be inclusive of dekinking of rails as required, bending stock rails, cutting of rails to required standard size and drilling holes on web of rails square to rail surface by using proper template (for fixing fishplates, distance block, stretcher bars), greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease, oil etc. complete in all respects. The rate should also be inclusive of carrying rails, sleepers, switches, crossings, fittings & fastenings with all lead, lift, ascent, descent crossing Road/Rly line if necessary from BTPS Main store/Client Store Depot to Site of work within a distance of 1 km. Sleeper spacing shall also be marked by the contractor with white/yellow paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-Charge at site. 1in 8. 5 turnout.

Handling, lifting and leading of ballast from stacks with any lead ,which have been duly measured and spreading ballast on formation, Track & turnouts to ensure uniform and compact ballast cushion under the sleepers desired ballast profile. Spreading of ballast should be as per specified line and level and maintaining approved profile as provided in the technical specifications. Spreading of ballast on formation will be done only after supply is completed for a particular stretch as decided by Engineer in charge and ballast stacks have been released for spreading.

Through packing of any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. First through packing of track. Here, the unit of measurement "Activity unit" or ' AU' stands for ' Track Metre'. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof.

Through packing of any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. 2nd through packing of track. Here, the unit of measurement "Activity unit" or ' AU' stands for ' Track Metre'. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof.

Through packing of any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. 3rd through packing of track. Here, the unit of measurement "Activity unit" or ' AU' stands for ' Track Metre'. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof.

Through packing of any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. 4th through packing of track. Here, the unit of measurement "Activity unit" or ' AU' stands for ' Track Metre'. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof.

Through packing of 1 in 8½ Turn-out/Sym. split on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. (Note: Length of turnout will be considered from stock rail joint to the rail joint after 4th exit sleeper) First Through packing.

Through packing of 1 in 8½ Turn-out/Sym. split on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. (Note: Length of turnout will be considered from stock rail joint to the rail joint after 4th exit sleeper) 2nd Through packing.

Through packing of 1 in 8½ Turn-out/Sym. split on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. (Note: Length of turnout will be considered from stock rail joint to the rail joint after 4th exit sleeper) 3rd Through packing.

Through packing of 1 in 8½ Turn-out/Sym. split on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor' s tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. (Note: Length of turnout will be considered from stock rail joint to the rail joint after 4th exit sleeper) 4th Through packing.

Manufacturing and fixing of check rails for curve track as per RDSO drg by Machine cut of 52/60 kg rails of required size . Drilling holes on web by drilling machine as per requirement. Fixing the check rail to inner side of the inside curve the running rails with the help of C. I. Bracket bolts and nuts and plate screw at an intervals as directed by engineer-in-charge maintaining proper check rail clearance and fixing them on each concrete sleeper. (Rails will be provided by client free of cost at client ' s yard / stores with in plant area). Rail transportation charge will be paid extra.

Manufacturing, fabricating, supply and fixing in position of steel boards e. g. W/L boards, STOP boards, CAUTION boards with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor' s all materials such as steel sheets (2mm thick), M. S. angles (65 X 65 X 10mm), electodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering incl. supply of contractor' s paint with all lead, lift, ascent, descent, etc.

Manufacturing & fixing rail gate post

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth) including disposal of excavated earth, lead up to any lead and any lift, disposed earth to be levelled and neatly dressed. All kinds of soil

Laying & spreding of stone dust including collection & transprotion from stack as per requirement with watering, ramming & leveling etc. as direction of the engineer -in charge.

GST @18% SAC 995429