(1) Replacement of Existing Steel Girder bridge with PSC slab 2x12.2m) (Bridge No. 59 Km 329/13-14 (UP & DN) between Chhapra Kacheri-Bhatni Section, Bridge No. 19 (SL) Km 362/05-06 between Kaptanganj-Gorakhpur Cantt Section. (2) Restoration work of Cracked Pier cap & Seismic Retainer of Bridge No. 16 in Gorakhpur Cantt(Ex)-Valmikinagar (Ex) (3) Provision of Ballast Retainer & modification of PSC slab Ballast Retainer, bridge tablet of Minor Bridge in Gorakhpur Cantt - Bhatni Section (17 Nos) (4) 3D Scanning of River bed of Bridge No. 50 of Span 14x61m in Paniahwa-Valmiknagar Section (5) Under Water Inspection with the help of Robotic Machine on Bridge No. 119 of Span 7x24.40m+1x12.20m between Bhatpar Rani-Bhatni section.

7x24.40m+1x12.20m between BHTR-BTT section)

Overall percentage above/below/at par over the basic cost of all the items of as per Item Breakup of Schedule-E1 (Approximate

S No. Item No Description of Item Unit Qty Rate Amount

1 1 Under water Inspection by Remote operated Robotic Vehicle (RORV) Sqm 1680.00 358.88 602918.40

Bridge no.50 span 14x61m) Pier no.2,6,7,8 & 13 between CPJ-VKNR

2 2 Report creation : Post inspection visual analysis of raw video including Each 1.00 56536.52 56536.52

depth and position tagging an identification of any visible concerning

points,additional module turbi water inspection module processed HD

video in a pen drives along the softcopy report. Also a hard copy of

the analysis report to be submitted showing the critical points of

piers/abutments foundations(Rate include GST and all other taxes)

Rate in each Report

Item Breakup - A1-IR-USSOR/2021 Items (Replacement of Existing steel girder bridge with PSC slab)

150.00 walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. Centering and shuttering including strutting, propping etc. and removal of form for :

417.00 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 Extra over 025040 for drilling of holes and insertion of dowel bars in case of Jacketing

3000.00 paid extra) Supply and using Cement at Worksite

MT Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

168396.00 approved brands/makes. VARANASI DIVN.-ENGG/NORTH EASTERN RLY Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load.

600.00 span design load capacity up to 800 MT

2064.00 barrier railing with B class G.I. pipe 65/50 mm nominal dia including cost of M.S. angle and channels in vertical posts, welding / bolting, priming painting with one coat ready mix Zinc Chromate conforming to IS:104 with DFT of 25-30Microns, followed by one coat of Zinc Chrome red oxide conforming to IS:2074 with DFT of 25 Microns with all material, labour, T&P as a complete job. Note: Cost of painting shall be paid extra under relevant item.

3.00 87841.30 platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item. Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

1500.00 additional 1 MT capacity or part there of Delaunching of all types of Steel girders, PSC girders/Slabs and stacking away from river stream or passage as directed by Engineer in charge with all labour, tools and plant, equipment etc., complete.

120.00 against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.

315.00 overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra.

270.00 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm.

225.00 stone boulders supplied by Railway with voids filled with spalls complete as per drawings and Technical Specifications.

450.00 with brush or any other tools to remove all traces of moss, loose materials, fungus, algae, vegetation growth etc. Cleaning shall be carried out with contractor's trained staff, tools & plants, safety equipments etc. complete job including arranging safe approach.

4500.00 approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra).

3150.00 w.r.t. cement.

12.00 abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete.

12.00 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. VARANASI DIVN.-ENGG/NORTH EASTERN RLY Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge.

RM Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in- charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

TRM Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

1992.00 grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.

Each Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

6.00 traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ.

6.00 assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge.

600.00 required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in- charge.

1500.00 edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

300.00 any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual VARANASI DIVN.-ENGG/NORTH EASTERN RLY

3000.00 more De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re- fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

TRM Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

RM 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)

Each Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length 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.

135.00 not required or in Truck / trailer Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.

540.00 Km or part thereof and up to 10 Km Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous m a t e r i a l 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-Km 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.

MT-Km VARANASI DIVN.-ENGG/NORTH EASTERN RLY Unloading of 52kg / 60kg PSC line and special sleepers up to 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 250 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.

150.00 running track under traffic block for TBTR & stacking the same neatly at specified places with contractor's tools & labour, as directed by Engineer in-charge.

6.00 required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right.

6.00 over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete a n d finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot.

600.00 rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable.

270.00 shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

6.00 frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

6.00 side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

6.00 frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

6.00 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long 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.

6.00 bucket capacity

6.00 misc. works of handling of material Total 41125573.40

Item Breakup - A2-CPWD DSR/2021 (Replacement of Existing steel girder bridge with PSC slab)

Item Breakup - A3-NS Items (Replacement of Existing steel girder bridge with PSC slab)

Designing and Preparation of all Drawings including earthquake Job analysis of substructure of Major Bridge No 46 with design as per Railway loading and as per Code/Relevant IS code duly checked by Government Engineering college/IIT. Submission of report in three copies.

Preparation of drawing through Auto Cad as per direction of Engineer Sqm in-charge.

Topographical mapping by Total Station Equipment (TSS) of yard Day curve etc. showing all existing feature/structure such as road, rail, boundary, building, Nallah/Draine, electric, telephone line, water drain etc. Using contractor own engineer, labour, tool & plant, equipment etc. complete. The work shall include mapping to the scale yard, curve etc. by TSS incorporating field data in Auto CAD, Drawing (Soft Copy) to engineer in-charge required details. NOTE: Rate unit effectively means per team, per day deployed for the work in site.

Providing and removing barricading with the help of portable fencing Metre made of wooden ballies/steel pipes to be provided along the length at a distance of 3.5 m from centre line of the nearest track where the days work to be done in closed vicinity of the track. The fencing shall be provided as mentioned in special condition of contract under the heading" SPECIAL CONDITION REGARDING INSTRUCTIONS ON SAFE WORKING NEAR RUNNING RAILWAYS TRACK " and as per direction of engineer in charge.

Provididng RCC of grade M-25/M-30/M 35/M40 in deck slab, ballast cum retainer, crash barrier, diaphram,weanng coat, pathway etc.as in conformity with approved GAD with hard cores crushed aggregares of maximum size 20mm including all lead, lift above ground level for all height, shuttering, centering, finishing, curing & all other temporary arrangement for construction using mixer, vibrator for concrete, curing for specified period including all labour and materials as all complete job and executing the work in safe manner under running traffic conditions. (Cement and steel will be arranged by the contractor and will be paid separately under relevant items)

Providing and laying RCC in M-35/ M-40/M45 grade PSC Cast in situ cum concrete girders/slab as per relevant drawing with hard coarse crushed aggregates of maximum size 20mm of approved quality and grading including fabricating, erecting and dismantling of shuttering moulds etc. including providing sheathing ducts, scaffolding (complete arrangement of bottom support is to be done by the contractor at his own cost) with weight batching, mechanical mixing and placing in position of concrete, vibrating, tamping, curing and finishing etc. complete with contractor's own materials including cement and plasticizer with all necessary construction plants and machinery, labour etc. complete as per drawing, specification and as directed by the Engineer (Plasticizer as per specification shall be arranged by the contractor at his own cost. Cement and Steel shall be paid separately under relevant Note:- Above item includes complete work of PSC slab including launching if required.

Supplying high tensile prestressing strands as per specification and as MT approved by the Engineer uncoiling straighjtening and making of cables, threading, placing in position, tensioning, anchoring eto induding supply and fixing in position of anchorage system viz. guide cones, bearing plates, grips etc. and supplying and fixing in position of sheathing, complete air vent pipes, fixtures, jointing of sheaths, grouting of duct holes complete as per approved drawing and specification with contractor's own materals (including cement and admixtures, required if any for grouting) labour all necessary plants and equipments. Total 18638524.41

Item Breakup - B1-IR-USSOR/2021 Items (Restoration work of Cracked pier cap & seismic retainer of Br No.16 in GKC(Ex)-VKNR(Ex)

115.00 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 in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength 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. 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 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.

20.00 Fender wall, Diaphragm wall etc. Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water, by percussion drilling using Direct Mud Circulation (DMC) or Bailor and Chisel technique by tripod and mechanical Winch machine, complete in all respect as per approved drawing, specification and direction of the Engineer in charge. N o t e : 1. Payment for only cement, reinforcement and permanent casing pipe (if any ) shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile cap. 3. 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.

1.00 107851.02 piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

16.00 men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. Centering and shuttering including strutting, propping etc. and removal of form for :

300.00 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 Supply and using Cement at Worksite

MT Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. VARANASI DIVN.-ENGG/NORTH EASTERN RLY

88000.00 approved brands/makes.

0.50 110537.21 H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Pretensioned Prestressed Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, placing, bending, routing, fixing, stressing including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Payment shall be made in terms of weight of HTS cables as per drawing.

10.00 cement concrete ballast retainers of size, as directed by Engineer In- charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting of the ducts will be done extra. Removing of existing bed plate from existing bed block, supply, fabrication and erection of new bed plate of approved sizes in exact position over bed block of pier/abutments by giving full and even bearing, setting them on the layer of free flow non-shrinkable grouting compound, scrapping or chipping of bed block, if required, fabrication and fixing of holding down HTS bolts of suitable sizes along with nuts, washers etc., drilling holes of required size, grouting of holes by epoxy mortar after fixing holding down bolts. Total work to be done during traffic block. Cost of holding down HTS bolts shall be paid extra under relevant item for supply of HTS holding down bolts.

240.00 than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).

75.00 underneath pitching in slopes complete as per drawing and Technical Specification. 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.

Set 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.

100.00 bucket capacity Total 12278994.78

Item Breakup - B2-CPWD DSR/2021 Items (Restoration work of Cracked pier cap & seismic retainer of Br No.16 in GKC(Ex)-VKNR(Ex)

Item Breakup - C1-IR-USSOR/2021 Items (Ballast Retainer & modification of PSC slab Ballast Retainer, Bridge tablet of Minor Bridge)

Each VARANASI DIVN.-ENGG/NORTH EASTERN RLY

1020.00 shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. Total 187181.56

Item Breakup - C2-CPWD DSR/2021 Items (Ballast Retainer & modification of PSC slab Ballast Retainer, Bridge tablet of Minor Bridge)

Item Breakup - D1-NS Items (3D Scanning of River bed of Bridge No. 50 of Span 14x61m in PNYA-VKNR section)

River bed mapping of Bridge no.50 of Span 14x61M in PNYA -VKNR Each section ,River bed mappng is to be carried out 250meters on either side of the Bridge .The rate included cost of labour ,Materials,consumables,freight charges ,GST,PF & ESI and all other taxes up to 100Metres length .(per Unit each means first 100 meters length of River)

River bed mapping of Bridge Bridge no.50 of Span14x61M in PNYA - Metre VKNR section , River bed mappng is to be carried out 250meters on either side of the Bridge .The rate included cost of labour ,Materials,consumables,freight charges ,GST,PF & ESI and all other taxes beyond 100 Metres length .( Unit meter means bridge meter length of River) Total 565922.27 Schedule E1-NS Items (Under Water Inspection with the help of Robotic Machine on Bridge no. 119 of Span