Ahmedabad-Khedbramha & Kalol -Katosan Road section - Providing LHS in lieu of closed LC No 109 at Idar and extension of LHS at Kadi station (Reinvited).

"Loading, transportation, unloading and stacking relieving girder" (a) For first one km.

Loading, transportation, unloading and stacking relieving (b)For each additional one km. Or part thereof Note :- Unit is MT per Km

Launching of Railway's relieving girder of overall length up to 26.80 metre after 3 removing track, ballast, excavation earth on properly prepared wooden /CC cribs supports as per the approved scheme o f launching, Railway drawing and specifications, b y contractor's tools & plants, machineries, labour, equipments etc. The work includes fixing of track i.e. wooden sleepers and rails t o Railway's specification and standards o n the relieving girder and necessary adustments in the longitudinal and cross levels after insertion of the relieving girder in the track to maintain safety of trains o n t h e relieving girder a n d its approaches. Note : This ite m also includes transportion of releiving girder from within 2Kms to site of work. (a)14 m to 20.40m long girder Unit is per Girder

Delaunching of Railway's relieving girder from bridges and stacking a t bridge a p p r o a c h e w i t h contractor';s labour,traiker, c r a n e s , d e r r i c k , t o o l s a n d plants 4 equipments,consumables etcv. Complete as per specifications, specialconditions and detailed scope of work furnished in thetender and as directed by the Engineer in charge. Note:- 1. Dismantling of the overlaying track shall be paid throughother relevant item. 2. Each girder consists of two cross braced leaves. Note : This item also includes transportion ofreleiving girder from site of work to within 2Kms. (a)14 m to 20.40m long girder Note : Unit is Per Girder

Assembly of Railway's RH girder near RUB site brought by the contractor under relevant USSOR/NS item. This item includes preparation of base by earth work (filling/cutting), Cement Concrete base (As required), shifting of segments of RH girder to line and level by using road crane of suitable capacity and required numbers of Jacks etc. The rates shall be inclusive of all labour, tools and plants, machinery and equipment, lifting tackles, tripod with chain and pully, ramps cribs, 5 operator for crane, fuel, consumable etc. complete. as per the direction of Engineer in Charge. The rates shall b e inclusive o f all transportation o f crane t o site w ith a l l contractor's fuel, operator, consumables, all taxes with a l l t h e operational expenses, manpower etc. as per the direction of Engineer in charge or his authorised representative. Note:- (i) Earth Work cutting/filling shall be payable under relevant USSOR/NS item as applicable. (ii) Cement concrete base, its shuttering and cement used shall be payable under relevant USSOR Item. (iii) For assembling the RH girders, HSFG bolts and turn bolts, if required shall be paid by Railway under suitable USSOR/NS item.

De-assembling of Railway's RH girder near RUB site. This item includes lifting of RH girder with required numbers of Jacks etc. & opening of nuts and bolts, HSFG bolts etc. and taking out 6 different plates and accessories. The rates shall be inclusive of all labour, tools and plants, machinery and equipment, lifting tackles, tripod with chain and pully, ramps cribs, operator for crane, fuel, consumable etc. complete. as per the direction of Engineer in Charge or his authorised representative. Above/

Providing Fabricating & laying of colour coated Galvalume ( Proflex system roofing ) material for self supported roofing system ( Technology similar to Proflex system provided b y M&B engineering Pvt. Ltd., Ahmedabad), Material shall b e of following specification, B M T 0.90mm to 1.00mm, APT 0.95mm Tolerance + / - 0.02mm thick, width 605 m m o r a s dicided b y Railway (Tolerance +/- 2mm), including supplying, loading, transporting, unlopading a n d staking a t site, fabricating and laying with all contractors tools plants, machineries, materials and fixtures labours including all lead and lift and laps/ wastage if any etc. complete. The colour of sheet will be decided by Railway. The rate is also inclusive of designing of roofing system, proof checking and providing 1 execution drawing. Fabrication and installation of self supported roofing technology similar to Profles System provided b y M&B engineering Pvt. Ltd., Ahmedabad decided by enineer.Note: The roofing system should be self supported roofing system (i.e. without purtings trusses, any ancillary or supports_ shall b e designed b y the Contractor through the consultant and got duly proof checked from VITI / Indian Insitute of Technology, Mumbai, any other Govt. agencies. Design and drawing will be approved by Railways. For design o f roofing system relevant load parameters o f I S code of practice to be adopted. The cost of designing and proof checking of design and drawings wll not be pald separately and these charges are deemed to be included in rates of this item. The rates shall also inclusive of preparatlon of necessary auto cad drawing required for execution of roofing system should be 100% leak proof, resistant to corrosion and maintenance free. Above/

"Boring for TUBE WELL in all solis (except soft and hard rock) upto 30m depth. (Old SOR item No.2007)" NOTE :- Unit is Per meter per cm. dia of well Per Metre

"Boring for TUBE WELL in all solis (except soft and hard rock) beyond 30m depth. (Old SOR item No.2008)" Note :_ Unit is Per Meter per Cm dia of borewell Running

"Supplying SOILD DRAWN M.S.PIPE of approved quality and installing in the well. (a) 250mm dia. Bore. (Old SOR item No.2013(d))"

"Supplying SOILD DRAWN M.S.PIPE STRAINER of approved quality and installing in the well. (a) 250mm dia. Bore. (Old SOR item No.2014(d))"

"DEVELOPING AND TESTING THE TUBE WELL b y air compressor including all labour tools,plant,fuel etc. (a) 250mm dia. Bore. (Old SOR item No.2015(d))" Note :- Unit isper Hour

"SHROUNDING OF TUBE WELL GRAVEL. (Old SOR item No.2019)"

"Electrologging of 250 mm dia bore and providing details of zone of water quality as per drilled bore existing." Note:- Unit is JOB work.

Cement grouting of 250 mm dia bore a s per geological report and ceiling high TDS zone by cement slurry with mud pump pressure with contractor's own tools and plant. Note Unit is JOB work

Item Breakup - A-DSR2023 items

Item Breakup - B-USSOR items

Using Soil Class SQ1 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. AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY

All kinds of soils

P r o v i d i n g and laying in position cum 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. 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.

Wing wall and Return wall

Approach slab at formation level, Dirt cum wall/ ballast wall at formation level AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY

Providing and laying Plain Cement cum Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, 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.

Providing and casting machine batched, cum 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, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, e.g. Sqm 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 grade of MT approved brands/makes Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY

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

Casting and installation of single/twin cum RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes.

Providing Flood Level Gauges on Sqm abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under- side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved QAP and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%

Plate Girder/Composite Girder (Steel Work)

Supplying and fixing HSFG bolts of any Kg dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 f o r bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete.

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY

Providing and laying Pitching with Stone cum Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).

Providing and laying 300mm thick cum (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

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

Supply and laying of coarse sand cum including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. 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 Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Through Rail Renewal work 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 w e l d i n g and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately. AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY

For Through Rail Renewal work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in- charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 52Kg and above Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in- charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift up cum to 5m 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 quarry is cum more than 50 km and up to 100 km Through packing of track, as per procedure prescribed in latest edition o f Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more 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) AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line 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 to 1 MT Km

Extra to Items no. 171042 for lead MT beyond 1 Km for every subsequent Km or part thereof and up to 10 Km

Extra to Item no. 171041 and 171042 MT with contractor's Rail Dolly / Dip Lorry 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 to 1 MT Km

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

Extra to Item no. 172031 and 172032 MT with contractor's Rail Dolly/Dip Lorry. 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

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km AHMEDABAD DIVISION-ENGINEERING/WESTERN RLY 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

Lead beyond 20 Km and up to 30 km

Lead beyond 30 Km and up to 50 km

Lead beyond 50 Km and up to 100 Km Hiring of machinery for minor miscellaneous works for short duration i n c l u d i n g 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 Total 123879377.72