Construction of 5m length of Pit line for ART maintenance on ART Stabling line at VEN Yard under SEN/MAO section.

022010 - 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 1 layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil upto 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 fo OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. 022011 - All kinds of soils

025060 - Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum upto 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer Incharge Above/

025030 - Centering and shuttering including strutting, propping etc. and removal of 3 form for : 025031 - All 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. Above/

025080 - Steel reinforcement o f approved brands/makes f o r R.C.C. work including straightening, cutting, bending, placing i n position and binding all complete. 025082 - Thermo- Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.

041060 - Supplying and fixing M.S. Angles 65mmx 65mmx 8mm or any other size 2 conforming to IS:2062 in the nosing of steps of stair cases of Foot Over Bridges including provision of 10mm dia, anchor bar 600mm c/c and fixing with main girder with M.S. flat,making anti-slip arrangements over the top of nosing as per approved scheme given by Engineer in charge with all material, labour, T&P as a complete job. Above/

025070 - Supply and using Cement at Worksite. 025072 - Ordinary Portland Cement 53 grade of approved brands/makes Above/

15.2 - Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per dorection of Engineer -in-charge. 15.2.2 - Nominal concrete 1:4:8.

15.6 - Disposal of building rubbish/malba/ similar unserviceable , dismantled or waste 2 materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved.

13.7 - 12mm cement plaster finishd with a floating coat of neat cement of mix. 13.7.2 - 1:4 ( 1 cement : 4 fine sand) Above/

062010 - Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / 1 formation / slope / t o e within 5 metres height w ith a l l fittings t o specified spacing, gauge and squareness, one round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in- charge. 062011 - For location of work not involving deep screening.

083040 - Removing, screening and salvaging ballast from track, duly digging/scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing 2 formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking o f screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Above/

123110 - Fixing all types of free rails / rail panels over pit line for BG track with 1 inserts, elastic rail clips, MS liners and grooved rubber pads below rail to correct spacing, gauge, alignment and level with above fittings & fastenings in position, duly providing full complements of rail fittings. Required nos. of inserts per bearing shall be fixed at the time of concreting bed block over pit wall to correct spacing, centre to centre, alignment & levels as per IRs approved drawing.

061020 - Removing rail of all types & length from track, laid on any type & density of 2 sleeper by removing fish plates, fastenings & fish bolts and other materials alongwith keeping released rail and all materials safely on cess, as directed by Engineer in-charge.(cutting & drilling of rail shall be paid separately and work to be done under traffic block & Railway's supervision). 061022 - BG Track - For Casual/Scattered Renewal work.

211020 - 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. Above/

161040 - Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including 2 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. 161041 - Outside Track

063010 - Fixing of fish plates with fish bolts on a joint of all rail sections duly 3 lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates And fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. 063012 - Fish plates of 6 bolts

092010 - 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet t h e prescribed tolerances a n d p a s s a l l stipulated tests w i t h a l l required labour, materials, consumables, tools, equipments etc. t o complete t h e 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 near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in 4 USFD test as directed by Engineer in charge. Note: 1. Welding shall b e carried out only b y trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only 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. All other items required shall be supplied by the Contractor. 092013 - For 52 Kg - 90/72 UTS Rail Above/

Fixing KRCL supplied bearing plates and rubber pads with 4nos anchor studs and other all fittings to correct spacing, gauge, alignment and level (Track fittings shall be supplied by KRCL) Note : Quantity in numbers per each bearing plate

Item Breakup - 2-Schedule B

2.00 2334.16 graded stone aggregate 20 mm nominal size)

6.00 2481.58 14889.48 stone aggregate 20 mm nominal size Total 19557.80 KARWAR-DIVISION-ENGINEERING/KRCL 022050 - Providing 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 Item- 2 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. S No. Item Description of Item Unit Qty Rate Amount No

4.00 2489.10 at formation level Total 45262.44

Item Breakup - 7-Schedule G

Each Total 737.80

Item Breakup - 8-Schedule H

Each Total 1580.00