Improvement of yard drainage in c/w Yard improvement works of PKY, KWT, HNC, YJUD, JUDW, MFB & DZP yard under jurisdiction of ADEN/SRE.

I/R for supplying of M.S casing pipe of 1400 mm internal dia with 20mm thick ( 1 1 4 4 0 m m outer dia ) at site of work incl. all labour, material, T&Ps, loading , leading, unloading,handling, rehandling, lowering,lifting, crossing of any nallah, track or any type of obstructions, taxes, octroi etc. complete job.(Nothing extra will be paid on this account what so ever the case may be).

I/R for jointing & laying of M . S casing pipe of 1400 mm internal dia by pushing method at given site under Rly. track and hookup with the main pipe line on both sides in 2 accordance with supply of tools, aquipments, tackles, manpower etc.incl.cutting, grinding, levelling, radio graphically welding,testing of pipe lines,cleaning & painting to inner and outer surface of pipe, making thrust pit and receiving pit of required size, open / close timbering in trenches etc.& all other incidential works to complete the job as per approved drawing or as per instructions of site Engineer with all labour, material,T&Ps, loading , leading, unloading,handling, rehandling, lowering,lifting, crossing of any nallah, track or any type of obstructions, taxes, octroi etc. complete job.(Nothing extra will be paid on this account what so ever the case may be)

I/R for jointing & laying of M.S casing pipe of 1400 mm internal dia by cut & cover method at given site under Rly. track and hookup with the main pipe line on both sides in accordance with supply of tools, aquipments, tackles, manpower etc.incl.cutting, grinding, levelling, 3 radio graphically welding,testing of pipe lines,cleaning & painting to inner and outer surface of pipe & all other incidential works to complete the job as per approved drawing or as per instructions of site Engineer with all labour, material,T&Ps, loading , leading, unloading,handling, rehandling, lowering, lifting, crossing of any nallah, track or any type of obstructions, taxes, octroi etc. complete job.(Nothing extra will be paid on this account what so ever the case may be).

Item rate for manufacturing, supplying and laying & jointing of M.S. encasing pipe 16mm th. 1200 mm internal dia & 1232.mm outer dia inside the already laid 1400 mm internal dia M.S. casing pipe under the railway track and pouring cement conrete slurry between the space of 1200 & 1400mm dia pipes as required at site with supply of tools, equipments, tackles, manpower 4 etc.incl.cutting, grinding, levelling, radio graphically welding, testing of pipe lines, cleaning & painting to inner and outer surface of pipe & all other incidential works to complete the job as per approved drawing or as per instructions of site Engineer with all labour, material, T&Ps, loading , leading, unloading, handling, rehandling, lowering,lifting, crossing of any nallah, track or any type of obstructions, taxes, octroi etc. complete job. (Nothing extra will be paid on this account what so ever the case may be. (Only rate ofcement & concrete will be paid under relevant items of DSR/USSOR- 2021.

I/R for providing and fixing High Density Polethylene Spacers at distance of 2.0 Mtr 5 apart to avoid contact of encasing pipes and carrier pipe for 1000mm internal dia D.I pipes as per approved plan / as per instructions of site incharge including all labour, T&Ps, material, all loading , leading, unloading, lowering,lifting, taxes , crossing of any nallah, track or any type of obstructions, testing etc. complete job. (Nothing extra will be paid on this account what so ever the case may be).

Providing & fixing pipe line indicator boards of size 450mm x 600mm (retro reflective 6 type) including making foundation complete in all respect as directed by Engineer in charge. Nothing extra shall be paid on this account. The payment of cement will be paid seperatly under DSR/USSOR-2021 item as per actual consumption of cement as per std. specification.

I/R for providing End seal on MS casing pipe of 50mm dia G I vent pipe with screen complete as directed by engineer in-charge.

"Supply, Transportation, Installation, and supervision of Ges Syntheticrctious Composite met (Fexible Concrete impregnated fabric hardens when hydrated to form a thin durable concrete matt) of Thickness minimum 9 mm. The Geo Synthetic Cementitious composite mat should have tensile strength of 20 KN for both Longitudinal & Transversal asper EN 10319, Static Puncture Resistance- 3000 (CBR) (N) as per EN 12236, Elongation at Break-40%for both Longitudinal & Transverse asper EN 10319, Compressivestrength-40 MPa as per ASTM C 109-2, Fire Resistance- Bs1- do, The Geo Synthetic Cementitious Composite matt shall be a CE certified product and shall be laid in catch water drains, Line drains, side drains etc for construction of longitudinal drain between tracks and road meant length, as per approved drawings. The work involves Laying of Geo Synthetic 8 Cementitious composite matt as per Specification and methodology mentioned in there spective product terature in proper way with all required fixtures and fastenings/Anchors as a complete job as per instruction and satisfaction of Engineer in charge with contractor sown material, labour, with all Lead, Lift, T & P etc. The design and methodology to be approved by Raliway prior to commencement of work. The quoted rate also includes cost of all materials, transportation and supply at site, installation, fixing, pegging, curing, preinstallation, surface preparation work like Jungle cleaning, removal of fencing as per site requirement, ballast removal, staking and spreading if required, surface dressing, soil profiling, earth excavation for drain and other miscellaneous petty work involved, backfilling and surface finishing etc. complete in all respect nothing shall be paid separately. Overlapping of100 mm will be provided between two conjugative Geosynthetic Cementitious composite matt. The Overlap quantity shall be taken for measurement."

Preparation of yard plan including Drainage plan for station yard and working out the actual gradient of lines within yard. P.way plan prepared to scale1:1000 double line or single line in approved colour scheme and in sheet size whose width is equal to that of the width of standard A0 size sheet viz. 841 mm and length as required for maintaining the scale of drawing, duly conducting survey using DGPS INSTRUMENT for collecting all the details inside railway boundary duly marking boundary line and all details as found necessary for preparation of plan duly demarcating key reference points used for survey permanently on ground, under traffic conditions without causing any hindrance/damage to Railway's property, traffic, staff and traveling public, developing and plotting through computer aided machinery showing all the statutory details such as layout, lines,s idings, curves, SEJs,FPs, Trap switches, Points and Crossings, level crossings, sub-ways, bridges,embankment/cutting, signals with designation, Traction masts with nos.,washing pits, cabins,distinctly showing the various Gauges,platforms, aprons,covered ways with location of stanchions,location and orientations of name boards, carriage watering hydrants,goods shed and goods platform, wells,over head water tanks/ground level reservoirs, pump houses, alignment of Open drains, inspection chambers, Manholes,collection wells, toilet blocks, bathing cubicles,electric 9 posts, electric lamp posts, live trees,major electrical installations, gradientposts, hectometer posts, kilometer posts,the outer measurement of station building andother buildings situated in the vicinity of the station Yard, main entries and exits of the station, fencing,compound wall within the boundary of the station yard, also any roads, buildings etc laying outside the station yard but immediately adjacent there to and marking any other details required by the Engineer's representative at site more expressible detailed in annexure 'A' and submitting two copies in each of initial plots on plain paper sheets to the Railways for verification,collecting the certified rough plot from railways, developing and plotting the certified plan, supplying to the Railways One copy in each of plots on good quality of tracing paper (95 to 100gsm) and soft copy of the work, and supplying the output details in a Pendrive in a compatible format (CIVIL 3D) for keeping in safe custody,maintaining backup copies and installing security systems etc, by Railway, returning all the input details,paperwork, calculation sheets, sketches,drawings, plots involved in this work to railways and as per specialconditions of contract vide annexure 'B' with all labour, materials,lead, lift, descent, tools and plant, survey equipments,instruments, systems,machinery,consumables,stationeries, technical supervision charges,required technical software applications,conveyance charges,taxes, surveying,developing and plotting charges, incidental charges etc., complete by the contractor and as directed by Engineer's representative. (b) contour survey work Conducting Contour survey using DGPS survey equipment inside the Railway Boundary land covering areas and taking spot levels in 3mx 3m grid (Closer grids may be adopted in locations where abrupt/sudden level differences are observed) and submission of contour maps with a contour interval of 0.2m(Station yard)" Running

Erection & Installation of factory-made Precast U Shape storm waterdrain (SWD) medium/Heavy dutytype of various sizes in correct & finalposition with proper line level andplumb at site making allarrangements (i.e cranes, push-pulljacks & all another T & P for liftingPlacing & Alignment of elements,within erection tolerance as per IS15916 as per approved drawings.The item is inclusive of all loading,transportation, lifting, leading,unloading, handling, re-handling,Multiple 10 Track crossing (ifapplicable), shoring, all labour,removal of ballast, removal & shiftingof any kind of obstruction and cable,applicable taxes, installation andjointing with approved sealant,curing etc. The rate is exclusive ofEarthwork in excavation, dewatering,PCC (1:3:6), & leading surplus earthoutside Railway boundary which shallbe paid under relevant DSR Items.The precast drain shall have to beinstalled as per the approveddrawing duly following the yardgradient to ensure efficient drainage.Work will be carried out as perdirection and instruction of Engineerin charge of work/ Engineerrepresentative. (No any extrapayment shall be paid by Railway).Under Traffic block Drain of internal dimension Size 450 mm x 450 mm Running

"Erection & Installation of factory-made Precast U Shape storm waterdrain (SWD) medium/Heavy dutytype of various sizes in correct & finalposition with proper line level andplumb at site making allarrangements (i.e cranes, push-pulljacks & all another T & P for liftingPlacing & Alignment of elements,within erection tolerance as per IS15916 as per approved drawings.The item is inclusive of all loading,transportation, lifting, leading,unloading, handling, re-handling,Multiple 11 Track crossing (ifapplicable), shoring, all labour,removal of ballast, removal & shiftingof any kind of obstruction and cable,applicable taxes, installation andjointing with approved sealant,curing etc. The rate is exclusive ofEarthwork in excavation, dewatering,PCC (1:3:6), & leading surplus earthoutside Railway boundary which shall be paid under relevant DSR Items.The precast drain shall have to beinstalled as per the approveddrawing duly following the yardgradient to ensure efficient drainage.Work will be carried out as perdirection and instruction of Engineerin charge of work/ Engineerrepresentative. (No any extrapayment shall be paid by Railway)."Without Traffic block Drain of internaldimension Size 450 mm x 450 mm

"Installation of factory-made Precastperforated Cover of various sizessuitable for precast Drain andManhole/Catch Basin in correct &final position with proper line leveland plumb at site making allarrangements (all T & P) for liftingPlacing & Alignment of elements,within erection tolerance as per IS15916 as per approved drawings.The item is inclusive of all loading,transportation, lifting, leading,unloading, handling, re-handling,Multiple Track crossing (ifapplicable),all labour, applicabletaxes, installation. Work will becarried out as per direction andinstruction of Engineer in charge ofwork/ Engineer representative. (Noany extra payment shall be paid byRailway)." Under Traffic block

"Installation of factory-made Precastperforated Cover of various sizessuitable for precast Drain andManhole/Catch Basin in correct &final position with proper line leveland plumb at site making allarrangements (all T & P) for liftingPlacing & Alignment of elements,within erection 13 tolerance as per IS15916 as per approved drawings.The item is inclusive of all loading,transportation, lifting, leading,unloading, handling, re-handling,Multiple Track crossing (ifapplicable), all labour, applicabletaxes, installation. Work will becarried out as per direction andinstruction of Engineer in charge ofwork/ Engineer representative. (No any extra payment shall be paid byRailway)." without Traffic block Running

"Design, Manufacture & Supply offactory-made (wet cast) Precast UShape storm water drain (SWD)heavy duty type of size 450 X 450mm (Internal dimensions) with 4nos. weep holes in each precastsegment of 2.0m length. Precast UShaped segments shall consist ofhigh strength reinforced cementconcrete duly steam cured in acontrolled environment andmanufactured by using highperformance self-compactingconcrete of M- 50 grade usingCement of Gr. 53 as per IS: 12269and TMT steel reinforcement bar ofGrade Fe-500D as per IS: 1786(minimum reinforcement contentshall be 8.0 Kg per running metrelength). The precast drain shall bedesigned considering maximum of allpossible loads (All types of Loadcoming while placed between thetracks considering traffic block/trafficmovement on track, consideringsaturated/Unsaturated soil condition,all type of static & 14 Dynamic loadconsidering minimum track centre of4.265m). Design shall confirm toIS/BIS / Indian Railway Concretebridge code/JISstandards/Guidelines/ Codes. Precastdrain shall take into accountexpected handling and erectionstresses etc. The product shall havetie/groove shape joint 10-20 mmwidth X 25 mm depth groove on bothsides for jointing two precast drainsegments. The precast segment shallconsist of special in-built inserts atappropriate location for safer andfaster installation. The rate isinclusive of all loading at Factory,leading, unloading in vicinity of siteapproachable by road. PrecastFactory shall have in-house NABLapproved testing facility for qualitychecks and shall have ISO 9001, ISO14001 and ISO 45001 certificationfor design, manufacture, dispatch ofproducts and shall also be ZEDcertified. The precast manufacturershould have proven track record inproduction & supply of precastproducts. The rate is applicable for supply of precast product at variousstations of UMB Division and isinclusive of all loading,transportation, unloading at site, all Taxes etc."

NS ITEM FOR SUPPLY OF PRECASTCOVER "Design, Manufacture &Supply of factory- made (wet cast)Precast perforated Cover of size 500X 572 X 130mm suitable for precastDrain of size 450 X 450 mm (Internaldimensions). Precast Cover shallconsist of high strength reinforcedcement concrete duly steam cured ina controlled environment andmanufactured by using highperformance self-compactingconcrete of M-50 grade usingCement of Gr. 53 as per IS: 12269 and TMT steel reinforcement bar ofGrade Fe-500D as per IS: 1786(minimum reinforcement 15 contentshall be 2.48 Kg/m). Design shallconfirm to IS/BIS/Indian RailwayConcrete bridge code / JISstandards/ Guidelines/ Codes.Precast product shall take intoaccount expected handling anderection stresses etc.(Note -one setis includung 02 nos/pair of covers).The rate is inclusive of all loading atFactory, leading, unloading in vicinityof site approachable by road. PrecastFactory shall have in-house NABLapproved testing facility for qualitychecks and shall have ISO 9001, ISO14001 and ISO 45001 certificationfor design, manufacture, dispatch ofproducts and shall also be ZEDcertified. The precast manufacturershould have proven track record inproduction & supply of precastproducts. The rate is applicable forsupply of precast product at variousstations of UMB Division and isinclusive of all loading,transportation, unloading at site, allTaxes etc."

NS ITEM FOR SUPPLY OF CHAMBERCOVER "Design, Manufacture &Supply of factory- made (wet cast)Precast Ea Manhole/Catch BasinCover of size 1144 X 1144 X 150mmsuitable for precast Manhole/CatchBasin of size 1000 X 1000 mm(Internal dimensions). PrecastManholes Cover shall consist of highstrength reinforced cement concreteduly steam cured in a controlledenvironment and manufactured byusing high performance self-compacting concrete of M- 50 gradeusing Cement of Gr. 53 as per IS:12269 and TMT steel reinforcementbar of Grade Fe-500D as per IS:1786 (minimum reinforcementcontent shall be 11.20 kg per Unit.Design shall confirm to IS/BIS IndianRailway Concrete bridge code / JISstandards / Guidelines/ Codes.Precast product shall take intoaccount expected handling anderection stresses etc. The rate is inclusive of all loading at Factory,leading, unloading in vicinity of siteapproachable by road. PrecastFactory shall have in- house NABLapproved testing facility for qualitychecks and shall have ISO 9001, ISO14001 and ISO 45001 certificationfor design, manufacture, dispatch ofproducts and shall also be ZEDcertified. The precast manufacturershould have proven track record inproduction & supply of precastproducts. The rate is applicable forsupply of precast product at variousstations of UMB Division and isinclusive of all loading,transportation, unloading at site, allTaxes etc."

NS ITEM FOR SUPPLY OF CHAMBER"Design, Manufacture & Supply offactory-made (wet cast) PrecastManhole/Catch Basin of size 1000 X1000 X 1000 mm (Internaldimensions) having filler wallthickness of 80mm Manholes shallconsist of high strength reinforcedcement concrete duly steam cured ina controlled environment andmanufactured by using highperformance self- compactingconcrete of M- 50 grade usingCement of Gr. 53 as per IS: 12269and TMT steel reinforcement bar ofGrade Fe-500D as per IS: 1786(minimum reinforcement contentshall be 21.0 Kg/Unit. The precastchamber shall be designedconsidering maximum of all possibleloads (All types of Load coming whileplaced between the tracksconsidering traffic block/trafficmovement on track, 17 consideringsaturated/Unsaturated soil condition,all type of static & Dynamic loadconsidering minimum track centre of4.265m). Design shall confirm toIS/BIS / Indian Railway Concretebridge code/JISstandards/Guidelines/Codes. Precastproduct shall take into accountexpected handling and erectionstresses etc. The precast segmentshall consist of special in-built insertsat appropriate location for safer andfaster installation. The rate isinclusive of all loading at Factory,leading, unloading in vicinity of siteapproachable by road. PrecastFactory shall have in-house NABLapproved testing facility for qualitychecks and shall have ISO 9001, ISO14001 and ISO 45001 certificationfor design, manufacture, dispatch ofproducts and shall also be ZEDcertified. The precast manufacturershould have proven track record inproduction & supply of precastproducts. The rate is applicable forsupply of precast product at variousstations of UMB Division and isinclusive of all loading, transportation, unloading at site, allTaxes etc."

NS ITEM FOR SUPPLY OF CHAMBER"Design, Manufacture & Supply offactory-made (wet cast) PrecastManhole/Catch Basin of size 1000 X1000 X 800 mm (Internaldimensions) having filler wallthickness of 80mm. PrecastManholes shall consist of highstrength reinforced cement concreteduly steam cured in a controlledenvironment and manufactured byusing high performance self-compacting concrete of M- 50 gradeusing Cement of Gr. 53 as per IS:12269 and TMT steel reinforcementbar of Grade Fe-500D as per IS:1786 (minimum reinforcementcontent shall be 17.20 Kg/Unit. Theprecast drain shall be designedconsidering maximum of all possibleloads (All types of Load coming whileplaced between the tracksconsidering traffic block/trafficmovement on track, 18 consideringsaturated/Unsaturated soil condition,all type of static & Dynamic loadconsidering minimum track centre of4.265m). Design shall confirm toIS/BIS / Indian Railway Concretebridge code /JISstandards/Guidelines/Codes. Precastproduct shall take into accountexpected handling and erectionstresses etc. The precast segmentshall consist of special in-built insertsat appropriate location for safer andfaster installation. The rate isinclusive of all loading at Factory,leading, unloading in vicinity of siteapproachable by road. PrecastFactory shall have in-house NABLapproved testing facility for qualitychecks and shall have ISO 9001, ISO14001 and ISO 45001 certificationfor design, manufacture, dispatch ofproducts and shall also be ZED certified. The precast manufacturershould have proven track record inproduction & supply of precastproducts. The rate is applicable forsupply of precast product at variousstations of UMB Division and isinclusive of all loading,transportation, unloading at site, all Taxes etc."

Providing and fixing in position factory made U shape drain with cover for 01 storm water drain(SWD).Precast Lid cover with perforation for storm water drain of size 500x410x110mm suitable for U Shape storm water drain(SWD) Ductofsize300x300mm.Precast U Shaped segments shall consist of high strength reinforced cement concrete duly steam cured in a control led environment and manufactured by using high performance self-compacting concrete of M-50 grade 19 as per manufacturers design using TMT steel reinforcement bar gradeFe500D. The precast drain shall be designed considering a wheel load of5.0 Tonne. The precast segment shall consist of special in-built insert at appropriate location for safer and faster installation. This includes all materials, labours, transportation, lead& lift, tool sand plants, machinery etc. stipulated taxes all including. Excluding dismantling existing flooring, under layer concrete, excavation upto the level required, removing debris, preparation of bed for precast drain and top surface as per existing flooring or as directed by Engineer incharge.

Item Breakup - 01-Part "A" for DSR-2021 items

Item Breakup - 02-Part "B" for IRUSSOR-2021 items

15000.00 from any location. Payment to be done for Hour Horse power of pump multiplied by pumping hours. AMBALA DIVISION-ENGG/NORTHERN RLY 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.

50.00 minimum 1.10 cum bucket capacity

50.00 crane of 12T capacity for misc. works of handling of material

1000.00 by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Total 576415.50