Construction of ROB over ICF tracks crossing the Thirumangalam Road in Annanagar yard

D-Items covered under IRUSSOR 2021 116731312.23 Below/P

Item Breakup - A-Items covered under DSR 2021

Item Breakup - B-Supply of steel

Item Breakup - C-Items not covered under DSR 2021

" P r o v i d i n g and laying in cum position machine batched, machine mixed and machine vibrated Reinforced Cement Concrete of specified grade as per approved Design Mix M 40 (mixed in Mobile Concrete Batching/Mixing Plant at site) using 20mm graded crushed stone aggregate and coarse sand of approved quality cast in situ RCC Girder/BOX/Slab spanning up to 3 spans continuously up to a height of 12m including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, centring and shuttering/curved shuttering complete as per specifications, drawing and as per the direction of the Engineer in charge. Note: 1. Payment for cement and reinforcement shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete"

"Supply, metalizing, connections, erection, launching and painting of steel girder with steel conforming to IS 2062- 2011,Grade E-350 'BR' steel for COMPOSITE structures over spans including track spans as per approved drawing for bridge and girders in OHE and non-OHE areas in mid sections and across yards. The rate quoted should be inclusive of Preparation of shop drawing for the required effective span indicating the location of splice, diaphragm, lateral bracings, etc. and supply of all materials, fabrication of steel girder of specified span from RDSO approved fabricators having guided submerged arc or improved welding facilities including that for welding of stud shear connectors as per approved drawings, all labour, required cranes for launching and vehicles, fuel, materials, tools and plants, consumables such as welding rods, etc. and also that for supply and provision of stud SHEAR connectors. Rate quoted is for all items as ICF HQ-ENGINEERING/ICF above including erection/launching in Line block/non-line block conditions and for the provision of deck sheeting 8mm thick as per the approved drawing. Stage payment : (i) 60% payment for this item rate will be released on bringing the fully fabricated main girder , Diaphragm and cross girder to site after due testing. (ii). 30% of the item rate will be released after erection / launching of the girder across the track span including provision of cross girder, diaphragm, field riveting/HSFG bolting, etc., (iii). 10% will be paid after completing of all works including painting & releasing of scaffolding etc., Note: 1. Steel fabrication should be done by RDSO approved fabricators only. 2. The contractor shall submit a Quality Assurance Programme (QAP) and got approved before commencing supply/fabrication. 3. No extra payment will be made for welding, riveting and HSFG bolting. 4. No extra payment for stud shear connector, HSFG bolt which includes the weight of girder. 5.Launching scheme to be submitted by the contractor. 6.Payment for Bearings will be made separately . 7.The metalizing and painting for the deck sheet to be done only on bottom side of

plate." Supply and fixing of CI Kg 200.00 43.00 8600.00 gratings of sizes as required with contractor's labour, material, consumables etc. complete and as directed.

"Supply and fixing of UPVC Metre Rain water down type 160mm dia (6 kgf/Sqcm) capacity of approved quality including specials such as tees, bends, elbows etc. and fixing the same using MS clamps 6mm thick and as directed by the Engineer-in- charge (All labour and materials by Contractor)." ICF HQ-ENGINEERING/ICF

"Preparing completion plan Each (in scale 1:100 for GAD/structural drawing) in AUTO CAD and submit the same in good quality film as well as in CD as per the plan/details given by the Railways for scrutiny,then attending correction /modification as instructed taking final print out on good quality tracing film and submitting the same along with one copy of ammonia print as well as in CD as per the plan/details given by the Railways and as directed by the Engineer - in - charge. with all leads and lifts etc. (All Technical supervisor,computers equipments,consumables and materials by contractor). One draft copy should be submitted before finalizing the drawing for verifying the correctness.- Note: soft copy of GAD will be supplied free by the railway for references only MAJOR BRIDGES."

Consultancy for feasibility Each study for construction of Road over bridge/Road under Bridge at Annanagar yard

Consultancy preparation of detailed project report including preparation of detailed design and drawings and getting proof checked from IIT/Anna university for construction of ROB at Annanagar yard at ICF Chennai

Hiring of JCB Machine (in Hour good working condition) for leveling and dressing ground / dismantling structures including disposal of debris through 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. The rate quoted shall be inclusive of material, labour, transportation, lead, lift, tools and plant, taxes etc complete. ICF HQ-ENGINEERING/ICF

Fixing sharp glass pieces in Sqm cement mortar 1:4, 25mm thick, on the top of brick masonry or stone masonry compound walls (glass pieces to be supplied by the contractor)

Lime concrete terracing on Sqm roofs average thickness 10cm laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 lime putty : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parapet wall complete - upto floor two level

Supplying control film of approved quality and make over door/window/clery storey window

Laying hardened topping on concrete surface with 1 part metallic floor hardener, 4 parts cement and 9 parts by weight hard stone chips of size 6mm mixed and laid as per specifications

Supplying and fixing half Metre round white glazed earthen ware drains 100mm dia. with cement sand mortar 1:3 mix and joints grouted with neat cement slurry of the matching colour :

Supplying and fixing white Each vitreous china circular wash basin category no. 1004 group I, size 470mm dia. with CP brass pillar tap, 32mm rubber plug and CP brass chain, 32mm CP brass waste of standard pattern connected with GI waste pipe upto floor level and 32mm dia. CP brass trap and unions complete including cutting and making good the walls etc. as a complete job

Providing and fixing 10cm Each inlet and 5cm outlet S.C.I. floor trap of self cleansing design with S.C.I. screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors

P&F 127mm dia. C.P. steel Each Jali cockroach trap (CCTR- 127) for gully floor or Nahani trap ICF HQ-ENGINEERING/ICF

"Supplying and laying of Metre UPVC pipes, 10 kgf/sq.cm. working pressure conforming to IS 4985 including specials as required,wall clips and jointing with contractors jointing materials, etc.(above Ground Level) Supplying and laying of UPVC pipes, 10 kgf/sq.cm. working pressure conforming to IS 4985 of FINOLEX, PRINCE or similar make with necessary specials like PVC Elbow, Coupling etc., as required at site ,wall clips and jointing with contractors jointing materials, etc.(above Ground Level). The rate quoted shall be inclusive of Contractors material, labour, transportation, lead, lift, tools and plant, taxes etc complete." 32mm dia

"Supplying and laying of Metre UPVC pipes, 10 kgf/sq.cm. working pressure conforming to IS 4985 including specials as required,wall clips and jointing with contractors jointing materials, etc.(above Ground Level) Supplying and laying of UPVC pipes, 10 kgf/sq.cm. working pressure conforming to IS 4985 of FINOLEX, PRINCE or similar make with necessary specials like PVC Elbow, Coupling etc., as required at site ,wall clips and jointing with contractors jointing materials, etc.(above Ground Level). The rate quoted shall be inclusive of Contractors material, labour, transportation, lead, lift, tools and plant, taxes etc complete." 50mm dia

"Laying 90 R / 52 kg /60kg Track Rail Over the Cement metre Concrete Bed Block with contractor's Rag Bolt, Nuts, and MS Bearing plates with holes,nuts and washers , CI Clips as per approved drawing and Aligning to correct level / gauge with all contractors tools, labour, plants etc., complete. The rate quoted shall be inclusive of leading rails from SSE/ P.Way yard /Furnishing and also providing of Rail Stoppers at the end. (Rails, Fish plates, Bolt & nuts for Fish Plates Will be supplied free by the Railways.) Note:- The rate one metre of track means laying of two rails to suit broad gauge / traverser" ICF HQ-ENGINEERING/ICF

"Laying of 52kg /60kg/ 90R Metre crane rails to correct level and alignment over the crane girders at an approx. height of 6m to 11m from shop floor level and fixing with necessary bolts and nuts, washers, MS clips etc complete with contractor's labour, tool, plants, scaffolding, lead, lift, pully etc complete. The rate quoted shall also be inclusive of cutting the rails to required size, drilling holes as per drawing, supply of nut, bolt & washers etc., leading the rails from SSE/P.way yard etc complete. The crane rails have to be painted with one coat of linseed oil. Note - only 52kg / 90R rail, fish plate & bolts and nuts for fish plate only will be supplied free by the INTEGRAL COACH FACTORY, CHENNAI. " ICF HQ-ENGINEERING/ICF

"""Casting the RCC box cum section and base slabs as per the approved plan for Limited Use sub way in lieu of LC at the nominatedplace with controlled concrete as per the design using contractor's mould made of steel plates and angles, supports etc. and levelling the ground and curing etc. confirming to IS specification and as directed by the Engineer-in-charge. Note:- 1. All Labour and materials for casting of RCC slabs by the contractor excluding steel and cement 2. Rate should be quoted for this item exclusive of cement and steel. 3. Contractor has to supply and use his own binding wire for RCC work and no extra rate will be paid. 4. Vibrating the concrete and curing shall be done as specified in the relevant ISI code by the contractor. It should be noted that no additional payment will be made for curing /vibrating the concrete. 5. For the design mix contractor has to get the mix designed and test results obtained from government approved laboratory or Government Engg. Colleges at his own cost and adopt the same ratio prescribed after taking approval of Railways. 6. Test cubes are to be taken at different stages of working prescribed in IS- 456-1976 and produced to Railways. Railways will undertake the test at the approved laboratory /Govt. Engg colleges withcontractor's expense. If the test results are satisfied with code provision, the work will be c o m m e n c e d to the next stage """ ICF HQ-ENGINEERING/ICF

"Lifting and laying in position MT and erection of RCC Box manufactures at sites in the location to corrected alignment by using contractor's road crane of required capactity or by any other approved means including shoring , strutting and other elated safety works for embankment cutting during LB/PB works and as directed by the engineer in charge with all lea and lift etc complete. (All labour, materials, tools and plants,etc., are to be supplied by the contractors only) (Rate inclues the hire charges of required capactity of road crane with scralerwheel type or similar type including standby). Note: To handle the launching and erection of Boxes minimum 2 no's of crane with 220 - 250 MT capacity is required. This aspect should be taken in to account while quoting the rates. "

"Trucking out of precast RCC MT boxes and slabs from nearby cation to the bridge site without causing damage to the RCC boxes including loading, leading, unloading with lead and lift, etc. Complete and as directed by the Engineer-in-charge, " Total 44078352.26

Item Breakup - D-Items covered under IRUSSOR 2021

Using Soil Class SQ3 Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor.

With 3 horizontal bamboo / RM balli members of minimum 50mm dia. spaced equally ICF HQ-ENGINEERING/ICF

Joining with strong nylon RM rope in one cross and one horizontal pattern of minimum 5mm dia. Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils ICF HQ-ENGINEERING/ICF

P r o v i d i n g and laying in cum position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ICF HQ-ENGINEERING/ICF P r o v i d i n g and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Abutment & Pier

Abutment cap, Pier Cap, cum Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.

Approach slab at formation cum level, Dirt wall/ ballast wall at formation level

Providing and laying Plain cum Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, v i b r a t i n g , pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. ICF HQ-ENGINEERING/ICF Boring, providing and installation of bored cast in- situ Reinforced Cement Concrete piles of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water, by percussion drilling using Direct Mud Circulation (DMC) or Bailor and Chisel technique by tripod and mechanical Winch machine, complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement and permanent casing pipe (if any ) shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

1000mm diameter

Providing, fabricating and MT installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. ICF HQ-ENGINEERING/ICF Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

Initial load test above 100 Each ton and up to 250 T capacity pile

Extra for every increase of Each 50 ton in pile capacity or part thereof over 250 ton

Routine Load Test above 100 Each ton capacity up to 250 ton capacity pile Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer.

Piles capacity of up to 50 ton

Pulse Echo Test (PET) for Each integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub- Sqm structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level Supply and using Cement at Worksite

Ordinary Portland Cement 53 MT grade of approved brands/makes ICF HQ-ENGINEERING/ICF Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars of grade Fe- 500D or more of approved brands/makes.

Design, supplying and fixing in Centimetre position elastomeric bearing true to line and level conforming to IS:3400, IS:226, BS-5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in-situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in- charge.

For 80mm expansion ICF HQ-ENGINEERING/ICF Design, supply, fitting and fixing in position true to line and level POT-PTFE bearing of 250 MT Capacity, consisting of a metal piston supported by a disc or un reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements complete as per IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge Code and as per approved drawing and Technical Specifications. The design of the bearings shall be submitted by the manufacturers / contractor and got approved from Railway before fixing. Test report after inspection of the bearings shall be submitted and got approved before the materials are lifted from the manufacturer premises.

POT-cum -PTFE Bearing (Free Each end)

Providing Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete.

Providing and laying of filter cum media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. ICF HQ-ENGINEERING/ICF Cutting / cropping of rail of 52Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in e m e r g e n c i e s with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.

On Cess 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. below 26.5mm Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers o n ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fi t t i n g s with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout w i t h track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastening, complete as directed by Engineer in- charge. Note: Payment for dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item and shall be paid under relevant item.

1 in 8½ Turnouts ICF HQ-ENGINEERING/ICF Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE- 1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest cum quarry is more than 100 km and up to 150 km

Spreading of ballast, from cum existing stacks available along formation on top or at c e s s , 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. ICF HQ-ENGINEERING/ICF Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, o n 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 TRM sleepers per km 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 Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

I n Wagon where mechanical MT handling is possible and traffic block is not required or in Truck/trailer. ICF HQ-ENGINEERING/ICF 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 metre, lift up to 5 metre and stacking in prescribed manner.

From mechanical handling is possible a n d traffic block is not required or in Truck / trailer. 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 where mechanical MT handling is possible and traffic block is not required or in Truck / trailer Loading, leading and unloading of all types of P.Way fittings and all other m i s c e l l a n e o u s 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 MT 10 km

Lead beyond 10 Km and up MT to 20 km

Lead beyond 20 Km and up MT to 30 km

Lead beyond 30 Km and up MT to 50 km

Lead beyond 50 Km and up MT to 100 Km

Lead beyond 100 Km and up MT to 150 Km ICF HQ-ENGINEERING/ICF

Extra for every Km per MT MT-Km beyond 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 MT 10 km

Lead beyond 10 Km and up MT to 20 km

Lead beyond 20 Km and up MT to 30 km

Lead beyond 30 Km and up MT to 50 km

Lead beyond 50 Km and up MT to 100 Km

Lead beyond 100 Km and up MT to 150 Km

Extra for every Km per MT MT-Km beyond 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 ICF HQ-ENGINEERING/ICF Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. 52 022011(022020) Extra over item nos. 022011 cum 1800.00 42.27 76086.00 to 022014 for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required. Note: The extra percentage rate is applicable only for the quantity of work executed under water. [RATE = 20%] Total 116731312.23