South Central Railway Tender

Providing and laying in position Plain cement concrete of specified Nominal Mix for 5 miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).

Providing and laying in position Plain cement concrete of specified Nominal Mix for 6 miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : 1:11⁄2:3 (1 Cement: 11⁄2 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : All 7 types of bridge sub-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

25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder 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 8 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. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. 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.

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. In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer.

Unloading of rails of any section and length up to 13 metre, in neat manner for Railway 10 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 Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer.

Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 11 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 beyond 10 Km and up to 20 km

Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road 12 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 beyond 20 Km and up to 30 km

Collection, segregation and stacking of various scattered P.Way materials at nominated 13 stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in- Charge. Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc.

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 14 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 - On Running Line

Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering 15 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

Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment 17 and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores.

Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing 18 and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. Depth of 300 mm below bottom of sleeper - For Plain Track :

First or Second Through Packing of track of all sleeper density including giving a 19 general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1660

Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed. For erection

Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed. For removal

Arranging labour as and when required by the Engineer in charge, for various works 22 under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge.

Hiring of machinery for minor miscellaneous works for short duration including 23 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 similar with minimum 1.10 cum bucket capacity

Hiring of machinery for minor miscellaneous works for short duration including 24 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. Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material

Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve 1 prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment.

Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical 1 compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. Using Soil Class SQ2

Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve 1 prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment.

Extra over item 113010 for earth-work for making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own 2 earth, collected along toe of bank of any height on to other side of track & side slope o f the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non-cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge.

EARTH WORK // Excavating trenches of required width for pipes, cables, etc including 1 excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, includinggetting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : // All kinds of soil // Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 2

MORTAR // Cement mortar 1:3 (1 cement : 3 coarse sand).

NEW TECHNOLOGIES AND MATERIALS // PREFAB/PRECAST TECHNOLOGY // 3 Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. // Add/Deduct over item 26.76.1 for every additional lead of 5 km

NEW TECHNOLOGIES AND MATERIALS // PREFAB/PRECAST TECHNOLOGY // Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level 4 and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. // Solid concrete wall elements

NEW TECHNOLOGIES AND MATERIALS // PREFAB/PRECAST TECHNOLOGY // Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade 5 cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge. (The payment shall be made on the basis of actual weight of approved grout injected.) // Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members.

Supply and using Cement at Worksite Ordinary Portland Cement 53 grade of 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. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.

Supplying fabricating and erecting 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 2 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.

Design, Manufacture & Supply of factory-made (wet cast) Precast U Shape storm water drain (SWD) medium duty type of size 450 X 450mm (Internal dimensions) with weep holes . Precast U Shaped segments shall consist of high strength reinforced cement concrete duly steam cured in a controlled environment and manufactured by using high performance self-compacting concrete of M- 50 grade using Cement of Gr. 53 as per IS: 12269 and TMT steel reinforcement bar of Grade Fe-500D 1 as per IS : 1786 (minimum reinforcement content shall be 3.7 kg per running metre length). The precast drain shall be designed considering a wheel load of 2.4 Tonnes. Design shall confirm to IS/BIS / Indian Railway Concrete bridge code / JIS standards / Guidelines/ Codes. Precast drain shall take into account expected handling and erection stresses etc. The product shall have tie/groove shape joint 10-20 mm width X 25 mm depth groove on both sides for jointing two precast drain segments. The precast segment shall consist of special in-built inserts at appropriate location for safer and faster installation. Joint shall be filled up with factory made non-shrink grout material of approved make. The rate is inclusive of all loading at Factory, leading, unloading in vicinity of site (maximum lead of 600 Km from Factory). Precast Factory shall have in-house NABL approved testing facility for quality checks and shall have ISO 9001, ISO 14001 and ISO 45001 certification for design, manufacture, dispatch of products and shall also be ZED certified. Note: rates are inclusive of transportation to unloading point in vicinity of site (maximum lead of 600 Km) & are inclusive of GST @ 18%.

Design, Manufacture & Supply of factory-made (wet cast) Precast Manhole/Catch Basin of size 800 X 800 X 1000 mm (Internal dimensions) having filler wall thickness of 70mm . Precast Manholes shall consist of high strength reinforced cement concrete duly steam cured in a controlled environment and manufactured by using high performance self-compacting concrete of M- 50 grade using Cement of Gr. 53 as per IS: 12269 and TMT steel reinforcement bar of Grade Fe-500D as per IS : 1786 (minimum reinforcement content shall be 16.0 kg per Unit. Design shall confirm to IS/BIS / Indian Railway Concrete bridge code / JIS standards / Guidelines/ Codes. Precast product shall take into 2 account expected handling and erection stresses etc. The precast segment shall consist of special in- built inserts at appropriate location for safer and faster installation. The rate is inclusive of all loading at Factory, leading, unloading in vicinity of site (maximum lead of 600 Km from Factory). Precast Factory shall have in-house NABL approved testing facility for quality checks and shall have ISO 9001, ISO 14001 and ISO 45001 certification for design, manufacture, dispatch of products and shall also be ZED certified. Precast Factory shall have in-house NABL approved testing facility for quality checks and shall have ISO 9001, ISO 14001 and ISO 45001 certification for design, manufacture, dispatch of products and shall also be ZED certified. Note: rates are inclusive of transportation to unloading point in vicinity of site (maximum lead of 600 Km) & are inclusive of GST @ 18%.

Design, Manufacture & Supply of factory-made (wet cast) Precast Manhole/Catch Basin perforated Cover of size 944 X 471 X 120mm suitable for precast Manhole/Catch Basin of size 800 X 800 mm (Internal dimensions). Each Manhole shall be provided with a set (02 nos. precast covers). Precast Manholes Cover shall consist of high strength reinforced cement concrete duly steam cured in a controlled environment and manufactured by using high performance self-compacting concrete of M- 50 grade using Cement of Gr. 53 as per IS: 12269 and TMT steel reinforcement bar of Grade Fe- 500D as per IS : 1786 (minimum reinforcement content shall be 5.04 kg per Set. Design shall confirm 3 to IS/BIS / Indian Railway Concrete bridge code / JIS standards / Guidelines/ Codes. Precast product shall take into account expected handling and erection stresses etc. The rate is inclusive of all loading at Factory, leading, unloading in vicinity of site (maximum lead of 600 Km from Factory). Precast Factory shall have in-house NABL approved testing facility for quality checks and shall have ISO 9001, ISO 14001 and ISO 45001 certification for design, manufacture, dispatch of products and shall also be ZED certified. Precast Factory shall have in-house NABL approved testing facility for quality checks and shall have ISO 9001, ISO 14001 and ISO 45001 certification for design, manufacture, dispatch of products and shall also be ZED certified. Note: rates are inclusive of transportation to unloading point in vicinity of site (maximum lead of 600 Km) & are inclusive of GST @ 18%.

Supply,Transportation and laying of 300mm Dia HDPE perforated pipe wrapped with Geo textile by Horizontal boring (trenchless technology) through railway formation at a required depth 4 below formation to the required slope at the required locations & ensuring proper alignment with all contractors labour, tools,plants transportation, lead , lift , excavation ,incidental charges and crossing of track where ever required etc.. complete as directed by engineer incharge.Note:Payment for supply of structural steel shall be made separately

Supplying and spreading of good quality Stylo Hamata Grass seeds on embankment slopes along the track to prevent erosion of bank during rains with all contractors seeds, labour, 5 transportation, lead, lift, all heights of embankments, consumables, crossing of track, watering with hand sprinklers etc., complete job and as directed by the Engineer-in-charge. Note: 1) This item to be operated after final layer of earth work during cess repair/widening works. 2) Payment will be made only after grass is grown. If grass is not grown that area to be deducted while measuring.