Hubballi Division: Construction of RUB at Km:46.122 in lieu of LC No.26 of size 1x9.25x5.5m RCC Box at Hulkoti yard on Hulkoti- Chikkhandogola road between Hulkoti and Gadag stations by box pushing technology.

B-Earthwork items

C-Supply of cement items

D-Concrete works and bridge items

E-Supply of reinforcement steel

F-COE and blanketing

G-Superstructure steel items

H-Collection and supply of ballast

M-Non DSR & Non USSOR items

COMPLETION DRAWING: Preparation and submission of GAD/Completion drawing for the Major bridges/ROBS/RUBs based on soil exploration and water way calculation for fixing suitable 10 span as per RDSO design and drawing in AutoCAD on 100micon film double mat finish as per Railway standard approved by the Engineer-in-charge to specified scales including submission of check print for proof check to incorporate suggested corrections and modifications and supply final copy in compact disk and 6 copies in ammonia print in A0 size with all contractor's materials, labours, tools, plants etc., complete.

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and 10 required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in- Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in- Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. a. For dumping of ballast on track for lead up to 150 m

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in- Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping 10 shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are allinclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. b. For boxing to sectional profile for a lead up to 150 m

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, 10 machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in- Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in- Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. c. For fully salvaging all the ballast at stack locations / that fallen in drains / side slopes of formation etc. and dumping the same uniformly in track up to a lead of150 m

Plotting initial levels: Computer Plotting of the theoretical cross section profile based on the initial levels of ground, recorded in the level books for cuttings/embankments at intervals of 10 25m or less including computation of theoretical profile/quantities duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer-in- charge. NOTES: i) Plottings and calculations are to be submitted to Railway in 3 sets. (ii) One cross section in one A4 size sheet is required.

Plotting final levels: Computer plotting of the theoretical & actual final finished cross section profile, duly indicating different type of strata available/ excavated in the x-section, based on the final levels recorded in the level books for banks/ cuttings at intervals of 25m or less, including computation of theoretical/actual quantities done as per classification of different types of 10 soil/blanketing material as certified by Engineer-incharge duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer-in-charge. NOTES: i) Plottings and calculations are to be submitted to Railway in 3 sets. ii)One cross section in one A4 sheet is required. iii) For embankments, computation of different soils viz., cut spoils, contractor's own earth, blanketing material are to be shown separately as per measurement recorded.

Excavation along the alignment of signalling cable/OFC/power cable carefully and exposing the same without any damage, and excavating the new trench along the railway alignment 10 or along the alignment as specified by the railway Engineer-in-charge, laying or removed cable, filling up all complete with sand and laying a layer of brick with contractor's own material, tools and plants etc., as directed by the Engineer-in-charge. NOTE: 1. In case the cable is damaged cost of restoration and the cost of cable will be recovered from the contractor. The decision of the railways with regard the cost to be recovered will be final.

Providing safety barricading as per drawing No. SWR/CN/BNC/SK/165-2018/R with contractor's materials and labour including all leads and lifts complete as directed by Engineer - in - charge. Note: 1.Casting of RCC pillars shall be carried out in nominated depot and submerged water 10 curing. 2. The precast RCC posts shall be transported to site duly handling carefully without causing any damage and erect it at nominated locations as per drawing duly ensuring safety of running trains. 3. Maintenance of rope/wire, RCC pillars, etc., shall be at the cost of contractor. 4. 90% payment shall be released after erecting fencing to the satisfaction of Engineer-in-charge. 5. Balance 10% will be released after certified date of completion.

Leasing of land for temporary road diversion at RUB, ROB and RUB(LH) Location and 10 clearing of land after completion of work to the satisfaction of land owner and without any liability to RVNL/ Railway etc., complete ( UNIT : MONTH ACRE)

Extra for the flooring items for using modern equipments for floor finish such as vaccum dewatering tremix system in lieu of manual/conventional method of concrete finishing etc., complete as per specification and as directed by the Engineer - in -charge.

Item Breakup - A-DSR Items

Item Breakup - B-Earthwork items

12000.00 except rock

500.00 breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. Total 3589665.00

Item Breakup - C-Supply of cement items

53 approved brands/makes Total 23547712.00

Item Breakup - D-Concrete works and bridge items

Metre Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes.

Metre Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit.

55.00 IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge Conducting laboratory Tests on collected soil samples as per relevant IS code

Each Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code

Each SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 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.

cum Providing and laying in position Plain cement concrete of specified Nominal Mix for 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 :

497.00 graded stone aggregate 20 mm nominal size) 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 and durability complete as p e r specifications and direction of the 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

686.00 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. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

1870.00 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.

1660.00 batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. Centering and shuttering including strutting, propping etc. and removal of form for :

16700.00 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 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

1655.00 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 w o r k s 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.

1655.00 for protection of track from subsidence while pushing the box as per design over item no. 031120. Note: 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. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

MT- Above 200 km Km

1878.00 than 35 kg each at specified bridge locations.

4.00 as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra).

167.00 (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in- charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.

1878.00 return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. Designing and developing Detailed structural and working Drawings for following items for ROB/RUB/Bridge based on Railway's approved GADs, duly collecting necessary data from Railways and R&B authorities, duly designing members and submission of check plot duly getting proof-checked by Railway approved institutes, submitting for Railway's verification and approval, making corrections duly incorporating suggestions in drawings/designs, further submission of original in transparent film paper and soft copy (CD) for Railways approval etc. with contractor's technical expertise and instruments, labour, consumables, repeatedly attending till final approval etc., complete as directed by Engineer in-charge.

1.00 24383.91 retaining wall, abutment and approach slab Total 53065178.82

Item Breakup - E-Supply of reinforcement steel

814000.00 Fe-500D or more of approved brands/makes. Total 82100040.00

Item Breakup - F-COE and blanketing

cum Total 917100.00

Item Breakup - G-Superstructure steel items

12.00 101672.47 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. Total 1220069.64

Item Breakup - H-Collection and supply of ballast

300.00 than 20 km and up to 30 km Total 287820.00

Item Breakup - L-Track work

400.00 from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with 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 as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. First or Second Through Packing of track of all sleeper density including giving a 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.

200.00 of 1660 Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

60.00 labours plus 1 Mate. Note: In case, contractor Day provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile.

TRM 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)

360.00 into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

40.00 handling is possible a n d traffic block is not required. 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.

MT 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.

4000.00 over item no. 172057 Km Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

104.00 Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

2.00 carefully and stacking the released material in countable manner, free from any infringements as directed by Engineer in- Charge including removal of cement concrete foundation and making surface clean. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

1.00 16906.18 winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

100.00 of check rail as per drawings & specifications and as directed by engineer in- charge.

including 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 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. Manufacture, supply, assembly, erection, commissioning and testing of Lifting Barrier assembly, having fragmented boom, boom light boxes with suitable gate lamps, bell, boom supports (stay wires) with adjusters, counter weight, pedestal and lock posts with foundation of 'A' type as required, turn-union wheel with brackets, balance and auxiliary weights clamps etc. to approved standard drawing with all fittings and fastenings excluding fringes, complete with contractor's men, equipments and materials, as per specifications and as directed.

1.00 50429.55 commissioning and testing of Winch Arrangement for operation of level crossing lifting barriers, as per RDSO's approved layout, having standard covering arrangement, foundation of 'A' type as required and pulleys, pulley guides & stakes, horizontal rope wheel, vertical rope wheel, wire adjusting screws, wire ropes 6 x 6 x 19 with all fittings, fixtures & accessories to RDSO's approved drawings with all parts including painting of steel work as per specification, as directed with cement concreting complete. Note: Excavation and concrete work will be paid separately. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

220.00 crossing portion and in between tracks along with stacking them in countable manner, as directed.

20.00 Rumble Strip on each side of the approaches of manned level crossings as per approved drawing including painting two coats with paint of approved quality and colour.

20.00 Fringes to the lifting barriers of various length at level crossing as per approved drawing; made of MS flat of size 30mm x 6mm in 2 rows, 40mm x 6mm in 1 row horizontally and MS flat of size 30mm x 6mm vertically at 500mm centre to centre, painting iron works with two coats of synthetic enamel paint of approved quality & colour over one coat of primer of approved quality, as directed.

2.00 of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board.

1.00 109026.76 Gate of size 1025mm x 1025mm x 1000mm at manned level crossings, as per approved drawing including painting with 2 coats of specified enamel colour paint over 1 coat of primer including earthwork in excavation etc. complete, as per specifications and as directed. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

5.00 by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

4.00 115440.23 and up to 26.00 using Road crane capacity of 80 MT

and sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

4.00 127344.80 and up to 26.00 using Road crane capacity of 80 MT 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.

Each SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

2000.00 cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 2781047.91

Item Breakup - L1-Track work

Each Total 67111.20