Extension of Pit line-2 towards MAQ End as per DRSO design with one side inspection pathway and diversion of LC-47 road under AEN/MAO section (E-FILE NO 60579).

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/

Supplying and fixing M.S. Angles 65mmx 65mmx 8mm or any other size conforming 1 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/

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

Fixing all types of free rails / rail panels over pit line for BG track with inserts, elastic 1 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.

Fixing check rails to running rails on level crossings with MS brackets, MS packing 2 plates, bolts & nuts, spring washers etc. Including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails.

Manufacturing, supplying and laying factory made CC block pavers for road surface of 4 level crossings t o R DSO Drg. N o . M.00003, manufactured using 2 0 m m size graded hard stone aggregates of approved quality over a well compacted sand bedding 50 thick with all contractor's cement, labour, tools/plant and curing with all lead & lift as per specifications and as directed by Engineer in-charge

061020-Removing rail of all types & length from track, laid on any type & density of 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)

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.

Spreading of ballast, from existing stacks available along formation on top or at cess, 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 o f work; ( b ) redistribution & leveling o f excess 10 ballast while rolling to obtain uniform plane cambered surface.Spreading o f ballast, from existing stacks available along formation o n top o r a t cess, i n required uniform thickness, compaction of ballast layer laid o n new formation a t 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 t o a width o f 4 m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, a s directed b y Engineer in-charge. Note: Item i s inclusive o f (a) providing ramp for taking roller to formation and removing the same & making good formation after completion o f work; ( b ) redistribution & leveling o f excess ballast while rolling to obtain uniform plane cambered surface. Above/

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. Above/

Supply and providing of superplasticizer or similar to concrete in recommended 1 proportion as directed Engineer-in-charge with all contractors labours, tools, plants fittings and lead and lift etc., complete. Note: The superplasticizer shall be supplied at the rate of 1.35Kg Per cum of concrete. The payment will be made at the rate of Rs. 209.00 with respect to concrete quantity Above/

Dismantling concrete kerb stones/rail level platform stones/concrete beams/slabs or similar light structural parts/stones without appreciable damage including stacking.

Dismantling paver block/stone sett flooring laid in dry mortar/cement mortar/bitumen including stacking material within 50 m lead Above/

Item Breakup - 1-SCHEDULE-A

cum Total 51453.80

Item Breakup - 2-SCHEDULE-B

cum Total 96492.00

Item Breakup - 3-SCHEDULE-C

15.00 2481.58 stone aggregate 20 mm nominal size Total 37223.70 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 No Description of Item Unit Qty Rate Amount

14.00 2489.10 wall at formation level Total 173549.70 Item- 3 025030-Centering and shuttering including strutting, propping etc. and removal of form for : S No. Item No Description of Item Unit Qty Rate Amount

180.00 abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal o v e r P i e r c a p , Fender wall, Diaphragm wall etc. Total 103851.00

Item Breakup - 4-SCHEDULE-C 1

28.00 2334.16 graded stone aggregate 20 mm nominal size) Total 65356.48 Item- 2 025030-Centering and shuttering including strutting, propping etc. and removal of form for : S No. Item No Description of Item Unit Qty Rate Amount

90.00 girders, T-girders, Box girders etc. Total 67139.10

Item Breakup - 5-SCHEDULE-D

9000.00 500D or more of approved brands/makes. Total 795870.00

Item Breakup - 7-SCHEDULE-F

Item Breakup - 8-SCHEDULE-G

15.2.2-Nominal concrete 1:4:8 Total 5434.40 15.7-Demolishing brick work manually/ by mechanical means including stacking of serviceable Item- 3 material and disposal of unserviceable material within 50 metres lead as per direction of Engineer- in-charge. S No. Item No Description of Item Unit Qty Rate Amount KARWAR-DIVISION-ENGINEERING/KRCL

15.7.4-In cement mortar Total 7446.00 26.30-Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce Item- 5 steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. S No. Item No Description of Item Unit Qty Rate Amount

26.30.1-Upto and including 12mm dia Total 2138.40

Item Breakup - 9-SCHEDULE-H

26.69.1-Cement mortar 1:6 (1 cement: 6 coarse cum sand) Total 85083.96 Item- 2 13.7-12mm cement plaster finishd with a floating coat of neat cement of mix S No. Item No Description of Item Unit Qty Rate Amount

13.7.2-1:4 ( 1 cement : 4 fine sand) Total 41181.40 18.7-Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe Item- 3 with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. S No. Item No Description of Item Unit Qty Rate Amount

18.7.3-25mm nominal dia Pipes

18.7.6-50mm nominal dia Pipes Total 35130.30 Item- 4 18.16-Providing and fixing brass stop cock of approved quality S No. Item No Description of Item Unit Qty Rate Amount

18.16.2-20mm nominal bore Total 1150.20 Item- 5 18.19-Providing and fixing gun metal non-return valve of approved quality(screwed end) S No. Item No Description of Item Unit Qty Rate Amount

18.19.1-25mm nominal bore. 18.19.1.1-Horizontal

18.19.1-25mm nominal bore. 18.19.1.2-Vertical Total 947.07

Item Breakup - 10-SCHEDULE-I

Each Total 16227.00

Item Breakup - 11-SCHEDULE-J

400.00 1401.67 560668.00 Total 560668.00 KARWAR-DIVISION-ENGINEERING/KRCL 186170-Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of Item- 6 check rails including sizing at level crossings with contractor's labour, tools & plants and as directed. S No. Item No Description of Item Unit Qty Rate Amount

Each Total 16202.34 171030-Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Item- 7 Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. S No. Item No Description of Item Unit Qty Rate Amount

MT Total 3499.25 061020-Removing rail of all types & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials alongwith keeping released rail Item- 8 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) S No. Item No Description of Item Unit Qty Rate Amount

cum Total 1699.20

Item Breakup - 12-SCHEDULE-K

Each Total 4536.48 161040-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, Item- 2 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. S No. Item No Description of Item Unit Qty Rate Amount

Each Total 1797.20 092010-25mm gap 'in-situ' welding during traffic block 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 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. Welding shall be carried out only by trained welder having Item- 4 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. S No. Item No Description of Item Unit Qty Rate Amount

Each Total 13735.44

Item Breakup - 15-SCHEDULE-N

16.31.1-With rapid setting bitumen emulsion. Sqm 16.31.1.1-On W.B.M / W.M.M. @ 0.4kg/sqm Total 2542.50 KARWAR-DIVISION-ENGINEERING/KRCL 16.32-2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone Item- 4 chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). S No. Item No Description of Item Unit Qty Rate Amount

16.32.2-With paving Asphalt grade VG - 30 with no Sqm solvent Total 46360.00 16.37-Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained Item- 5 hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). S No. Item No Description of Item Unit Qty Rate Amount