(A) Extension of loading platform 200x25M, approach road 200x10M. (B) Construction of Auto Hut. (C) (i) Proposed extension of Bridge no. 891/1, 1/6.10 m (25 m barrel length) in Ballarshah yard. (ii) Extension of existing bridge No. 891/1 by cast in situ RCC box in Ballarshah station yard for Road Bridge. (D) Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25 M by cast in situ method and approach road of 150m on Sewagram-Ballarshah section. (E) Ballarshah- Provision of additional loop line at existing goods shed and connectivity of Manikgarh end at Ballarshah under ADEN Ballarshah sub-division. (F) Connectivity of goods siding No. 1 & 2 to the UP main line at Wardha end of Chandrapur station.

01-Part-(A)-Balharshah- Additional line adjacent to existing Balharshah Above/

02-Part-(B)-Construction of AutoHut. 3565577.39 Below/P

03-Part-(C)(a)(i)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25

04-Part-(C)(a)(ii)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25

05-Part-(C)(a)(iii)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25

06-Part-(C)(b)(i) - Extension of existing bridge no. 891/1 by cast in situ

07-Part-(C)(b)(ii)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25

08-Part-(C)(b)(iii) - Extension of existing bridge no. 891/1 by cast in situ Above/

09-Part-(D)(i)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25

10-Part-(D)(ii)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25

11-Part-(D)(iii)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25

12-Part-(D)(iv)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25

13-Part-(E)(i)- Ballarshah- Provision of additional loop line at existing Above/

14-Part-(E)(ii)-Ballarshah- Provision of additional loop line at existing Above/

15-Part-(E)(iii):- Ballarshah- Provision of additional loop line at existing Above/

16-Part-(E)(iv):- Ballarshah- Provision of additional loop line at existing Above/

17-Part-(E)(v):- Ballarshah- Provision of additional loop line at existing Above/

20-Part-(F)(i)- Chandrapur station- Connectivity of existing goods siding Above/

21-Part-(F)(ii)- Chandrapur station- Connectivity of existing goods siding Above/

22-Part-(F)(iii)- Chandrapur station- Connectivity of existing goods Above/

23-Part-(F)(iv)- Chandrapur station- Connectivity of existing goods Above/

Item Breakup - 02-Part-(B)-Construction of AutoHut.

SET 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 3200 107.85 345120 19 grade Fe-500D or more. NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 2800 107.85 301980 20 grade Fe-500D or more. Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to 5.22B construction site including placing in position and binding all complete upto plinth level. 5.22B.1 Thermo-Mechanically Treated bars of Kg 100 99.65 9965 21 grade Fe-500D or more. Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to 5.22C construction site including placing in position and binding all complete above plinth level. 5.22C.1 Thermo-Mechanically Treated bars of Kg 426 99.65 42450.9 22 grade Fe-500D or more. 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 5.33 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, c u r i n g , carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 31 9504.75 294647.25 23 cement content of 330 kg /cum 5.33.1.2 Concrete of M30 grade with minimum cum 2 9655.7 19311.4 24 cement content of 350 kg /cum All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 30 9860.4 295812 25 cement content of 330 kg /cum 5.33.2.2 Concrete of M30 grade with minimum cum 5 10011.35 50056.75 26 cement content of 350 kg /cum 5.35 Add for using extra cement in the items of Quintal 5 733.5 3667.5 27 design mix over and above the specified cement content therein. NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY Providing and fixing in position factory made precast RCC M-40 door and window frames fixing with hold fast embedded in 1:3:6 concrete block, having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing 5.47 hinges including providing 6 nos specially designed M.S. galvanised sleeves for accommodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimal. 28 5.47.1 Door frame 125 mmx 60 mm Metre 33 814.85 26890.05 6.0 MASONRY WORK 6.26S EXPOSED BRICK WALL 6.44 Brick edging 7cm wide 11.4 cm deep to Metre 35 60.85 2129.75 plinth protection with common burnt clay F.P.S. (non modular) bricks of class 29 designation7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 6.47 Providing and laying Autoclaved Aerated cum 14 8333.65 116671.1 Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V 30 level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard 9.20 wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.2 30 mm thick including ISI marked Sqm 14 3167.95 44351.3 31 Stainless Steel butt hinges with necessary screws 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 32 9.48.1 Fixed to steel windows by welding Kg 40 219.1 8764 9.55S BRIGHT FINISHED M.S. FITTINGS Providing and fixing ISI marked IS:1341 9.55 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 33 9.55.2 100x58x1.90 mm Each 8 45 360 COPER OXIDISED MILD STEEL FITTINGS 9.57S (COPPER OXIDISED AS PER IS: 1378) NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY Providing and fixing ISI marked oxidised M.S. single acting spring hinges with 9.59 necessary screws etc. complete (Copper oxidised as per IS 1378) 34 9.59.1 150 mm Each 4 291.35 1165.4 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and 9.62 screws etc. complete (Copper oxidised as per IS 1378) 35 9.62.1 300x16 mm Each 4 216.55 866.2 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) 9.63 with necessary screws etc. complete (Copper oxidised as per IS 1378) 36 9.63.1 250x10 mm Each 4 83.9 335.6 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with 9.66 necessary screws etc. complete (Copper oxidised as per IS 1378) 37 9.66.2 100 mm Each 8 32.55 260.4 9.72S BRASS FITTINGS 9.77 Providing and fixing bright finished brass Each 4 726.6 2906.4 100 mm mortice latch with one dead bolt 38 and a pair of lever handles of approved quality with necessary screws etc. complete. 9.82 Providing and fixing bright finished brass Each 4 121.65 486.6 39 hanging type floor door stopper with necessary screws, etc. complete. 9.84 Providing and fixing aluminium extruded Each 1 983.15 983.15 section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, 40 door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per 9.96 IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 41 9.96.2 250x16 mm Each 2 260.6 521.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per 9.97 IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 42 9.97.2 250x10 mm Each 1 115.15 115.15 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) 9.100 transparent or dyed to required colour or shade, with necessary screws etc. complete : 43 9.100.2 100 mm Each 2 59.55 119.1 9.105S GYPSUM BOARD PARTITIONS Providing and fixing to existing door 9.118 frames. NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY 9.118.1 24 mm thick factory made PVC door Sqm 3 2969.25 8907.75 shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow 44 section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 10.0 STEEL WORK 10.1S General Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash 10.11 bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 10.11.2 Fixing with carbon steel galvanised dash Kg 160 128.25 20520 45 fastener of required dia and size (to be paid for separately) Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, 10.16 fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 46 10.16.1 Hot finished welded type tubes Kg 765 194.4 148716 10.17 Providing and fixing M.S. fan clamp type I Each 6 226 1356 or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams 47 during laying, including painting the exposed portion of loop, all as per standard design complete. NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY 10.18 Providing and fixing circular/ Hexagonal Each 6 220.65 1323.9 cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper 48 bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 450 172.6 77670 49 railings, brackets, gates and similar works Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, 10.26 balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 50 10.26.2 E.R.W. tubes Kg 150 205.75 30862.5 11.0 FLOORING 11.1S General Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement 11.6 : 3 coarse sand), finished with a floating coat of neat cement. 51 11.6.1 18 mm thick Sqm 15 662.05 9930.75 11.16S TILE FLOORING Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed 11.20 with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.3 Dark shade pigment using ordinary Sqm 6 1119.5 6717 52 cement 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing 11.41A with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 53 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 4 1464.85 5859.4 NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY 11.44 Crazy ceramic tile flooring, with under Sqm 121 954.15 115452.15 layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 54 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 12.41 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 55 12.41.1 75 mm diameter Metre 15 248.8 3732 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC 12.42 rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 56 12.42.1.1 75 mm Each 3 91.7 275.1 12.42.3 Single tee with door 57 12.42.3.1 75x75x75 mm Each 3 164.2 492.6 12.42.5 Bend 87.5 degree 58 12.42.5.1 75 mm bend Each 3 105.9 317.7 12.42.6 Shoe (Plain) 59 12.42.6.1 75 mm Shoe Each 3 93.1 279.3 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, 12.43 screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 60 12.43.1 75 mm Each 15 369.85 5547.75 12.44 Providing and fixing to the inlet mouth of Each 6 54.7 328.2 rain water pipe cast iron grating 15 cm 61 diameter and weighing not less than 440 grams. NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY 12.50 Providing and fixing precoated galvanised Sqm 6 738.65 4431.9 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have 62 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 63 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 1754 333.35 584695.9 13.4S CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 64 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 432 395.35 170791.2 CEMENT PLASTER WITH A FLOATING COAT 13.7S OF NEAT CEMENT 13.10 15 mm cement plaster 1:3 (1 cement: 3 Sqm 84 506.6 42554.4 coarse sand) finished with a floating coat 65 of neat cement on the rough side of single or half brick wall. 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 432 116.9 50500.8 66 3.84 kg/10 sqm) Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.2 Painting wood work with Deluxe Multi Sqm 11 176.25 1938.75 Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over 67 an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 13.80 Providing and applying white cement Sqm 1754 156.05 273711.7 based putty of average thickness 1 mm, of 68 approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Painting (one or more coats) on rain water, soil waste and vent pipes and 13.94 fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 69 13.94.1 75 mm diameter pipes Metre 15 26.85 402.75 17.0 SANITARY INSTALLATIONS 17.1S General NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.1 controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. Each 1 6767.4 6767.4 70 pan of size 580x440 mm with integral type foot rests Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 White Vitreous China Flat back wash basin Each 1 1879.2 1879.2 71 size 550x 400 mm with single 15 mm C.P. brass pillar tap Providing and fixing P.V.C. waste pipe for 17.28 sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 72 17.28.2.1 32 mm dia Each 1 119.55 119.55 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic 17.32 moulded frame of approved make and shade with 6 mm thick hard board backing : 73 17.32.2 Rectangular shape 453x357 mm Each 1 1361.8 1361.8 17.33 Providing and fixing 600x120x5 mm glass Each 1 1083.5 1083.5 shelf with edges round off, supported on anodised aluminium angle frame with C.P. 74 brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 75 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 10 1151.9 11519 Providing and filling the joints with spun yarn, cement slurry and cement mortar 17.36 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 76 17.36.2 100 mm dia pipe Each 5 198.15 990.75 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 17.37 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 77 17.37.1 For 100 mm dia pipe Each 15 362.85 5442.75 Providing and fixing plain bend of required 17.39 degree. 17.39.1 100 mm dia 78 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 2 470.45 940.9 NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY Providing and fixing single equal plain junction of required degree with access 17.43 door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 79 17.43.1.1 Sand cast iron S&S as per IS - 1729 Each 2 726.55 1453.1 Providing and fixing M.S. stays and clamps 17.59 for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 80 17.59.1 100 mm Each 15 139.7 2095.5 17.71 Providing and fixing PTMT liquid soap Each 1 168.35 168.35 container 109 mm wide, 125 mm high and 112 mm distance from wall of standard 81 shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 82 18.8.1 15 mm nominal dia Pipes Metre 20 497.8 9956 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc. External work 83 18.12.3 25 mm dia nominal bore Metre 20 467.75 9355 84 18.12.5 40 mm dia nominal bore Metre 15 617.05 9255.75 Making connection of G.I. distribution branch with G.I. main of following sizes by 18.13 providing and fixing tee, including cutting and threading the pipe etc. complete : 85 18.13.1 25 to 40 mm nominal bore Each 4 911.9 3647.6 18.14 Fixing water meter and stop cock in G.I. Each 1 812.3 812.3 pipe line including cutting and threading 86 the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 87 18.15.1 15 mm nominal bore Each 2 353.25 706.5 Providing and fixing brass stop cock of 18.16 approved quality : 88 18.16.1 15 mm nominal bore Each 1 353.25 353.25 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 89 18.17.1 25 mm nominal bore Each 1 622.4 622.4 90 18.17.3 40 mm nominal bore Each 1 826.1 826.1 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying S&S C.I. standard 18.25 specials such as tees, bends, collars, tapers, caps etc. (Heavy class): 91 18.25.1 Up to 300 mm dia Quintal .5 6352.4 3176.2 NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I.double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm 18.37 nominal size) , including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.37.1 With common burnt clay F.P.S.(non Each 1 9698.55 9698.55 92 modular) bricks of class designation 7.5 Painting G.I. pipes and fittings with synthetic enamel white paint with two 18.38 coats over a ready mixed priming coat, both of approved quality for new work : 93 18.38.3 25 mm diameter pipe Metre 10 30.25 302.5 94 18.38.5 40 mm diameter pipe Metre 10 42.65 426.5 18.48A Providing and fixing rectangular high Per 8000 11 88000 density polyethylene water storage loft Litre tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by 95 Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings & fixtures for tank shall be paid separately. 18.54S PTMT FITTINGS Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 18.58.1.2 125 mm nominal dia with 25 mm waste Each 6 51.85 311.1 96 hole 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and fixing PTMT Ball cock of approved quality, colour and make 18.62 complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.3 25 mm nominal bore, 152mm long, Each 1 523.8 523.8 97 weighing not less than 440 gms Providing and fixing unplasticised P.V.C. 18.74 connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 98 18.74.2 15 mm nominal bore with 45 cm length Each 7 121.9 853.3 Providing and fixing PTMT extension 18.75 nipple for water tank pipe, fittings of approved quality and colour. 18.75.3 25mm nominal bore, weighing not less Each 1 113.35 113.35 99 than 62 gms Cutting holes up to 30x30 cm in walls 18.76 including making good the same: 18.76.1 With common burnt clay F.P.S. (non Each 10 416.8 4168 100 modular) bricks 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff 19.1 mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 101 19.1.3 200 mm diameter Metre 20 970.35 19407 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 19.2 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 102 19.2.3 200 mm diameter S.W. pipe Metre 20 1375.45 27509 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water 19.4 tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.3 180x150 mm size P type 19.4.3.1 With common burnt clay F.P.S. (non Each 1 2802.15 2802.15 103 modular) bricks of class designation 7.5 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal 19.7 size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total 19.7.1 weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 104 19.7.1.2 With Sewer bricks conforming to IS : 4885 Each 1 12711.8 12711.8 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone 19.21 aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 105 19.21.1 For pipes 100 to 250 mm diameter Each 1 810.45 810.45 19.33 Constructing soak pit 1.20x1.20x1.20 m Each 1 2890.1 2890.1 filled with brick bats including S.W. drain 106 pipe 100 mm diameter and 1.20 m long complete as per standard design. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY Providing and laying factory made Precast concrete solid blocks of 200 mm thickness 26.68 of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse cum 28 7387.25 206843 107 sand) Total 4728255.39 Schedule 03-Part-(C)(a)(i)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25 m barrel length) in

Ballarshah yard.(Sub-structure)

Item- 01 USSOR-2021

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

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

Providing and laying in position Plain

cement concrete of specified Nominal Mix

f o r 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 :

6 graded stone aggregate 20 mm nominal

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

4 022040 Providing and laying in position machine cum 375.00 2536.39 951146.25

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 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.

Platform & Pedestal over Pier cap, Fender

wall, Diaphragm wall etc.

7 022054 Approach slab at formation level, Dirt cum 60.00 2568.45 154107.00

wall/ ballast wall at formation level

8 022070 Providing and fixing Weep Holes in Metre 200.00 244.14 48828.00

Abutments, Wing walls and Return 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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

9 025031 All types of bridge sub-structures, e.g. Sqm 1000.00 329.00 329000.00

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. up to 5m above ground level

10 025060 Supplying, spreading and compacting well cum 150.00 1357.12 203568.00

graded hard stone of 63mm average size

(maximum up to 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 In-charge.

Supply and using Cement at Worksite

approved brands/makes

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

grade Fe-500D or more of approved

consisting of granular materials of GW,

GP, SW groups as per IS:1498 (latest) in

required profile behind boulder filling of

abutments, wing walls / return walls etc.

above bed level with all labour and

material complete job as per drawing and

technical specification of RDSO

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.

piers/abutments

16 053013 Foundation and sub-structure for RCC Set 1.00 23778.80 23778.80

retaining wall, abutment and approach

Schedule 04-Part-(C)(a)(ii)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25 m barrel length) in

Ballarshah yard.(Super structure)

Item- 01 USSOR-2021

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

Centering and shuttering including

strutting, propping etc. and removal of

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

1 025032 All types of bridge super-structures, e.g. Sqm 471.35 427.70 201596.40

slabs, I-girders, T-girders, Box girders etc.

up to 5m above ground level.

Supply and using Cement at Worksite

2 025072 Ordinary Portland Cement 53 grade of MT 39.96 8100.61 323700.38

approved brands/makes

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

3 025082 Thermo-Mechanically Treated bars of Kg 9660.00 88.90 858774.00

grade Fe-500D or more of approved

4 031020 P r o v i d i n g and launching in position cum 63.00 2536.39 159792.57

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 Precast

Prestressed (Post-tensioned) Concrete

Girder/Box Girders/Slabs in contactor's

casting yard in the vicinity of worksite,

including finishing, using Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing

strength and durability, complete as per

drawings, specifications and direction of

the Engineer. Note: 1. Payment for

Shuttering, Cement, Reinforcement, HTS

cables, Sheathing, Anchorage Cones,

stressing of cables, grouting of the ducts

and launching of girder/slab in position

shall be made extra under relevant items.

However, deduction shall be made in case

of slab as per relevant item. 2. For pre-

cast item, loading in transport vehicle in

casting yard is included and shall not be

paid extra. 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 at the

stage of Mix Design and in that case

deduction shall be made as per relevant

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

5 031040 Providing, fabricating & fixing in position MT 3.69 154143.12 568788.11

to exact design profiles, H.T.S. cables of

all classification made from Low

Relaxation strands conforming to

IS:14268- latest version in Prestressed

(Post-tensioned) Concrete girders/slabs

etc. including supplying, cutting, making

into cables with necessary spacers, colour

coding, protecting with water soluble oil at

all time, anchoring of cables, supplying

and placing spiral corrugated type

galvanized metal steel ducts sheathing

made up of Cold Rolled Cold Annealed

(CRCA) mild steel conforming to IS:513 of

required diameter/ thickness, vent pipe,

placing, bending, routing, fixing, stressing

& grouting of cable ducts with cement

grout, Anchorage sets in required number

with provision for future prestressing if

any including all lead and lift with

contractor's own materials, labour,

equipments etc. complete as per drawings

& specifications. Rate also includes

covering anchorage pads with epoxy

mortar of approved quality to avoid

corrosion. Cement for grouting to be paid

separately. Payment shall be made in

terms of weight of HTS cables as per

6 031060 Extra for using HDPE sheathing in place of Metre 257.22 34.96 8992.41

7 031080 Supplying and laying in position specified cum 19.80 2536.39 50220.52

grade precast prestressed 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

abutments and piers, made by 20mm

thick 1:4 cement plaster for a width of not

less than 300mm, duly engraving

markings & figures in metres, divided into

10 parts commencing from under-side of

girders towards bed, painting markings &

figures with black enamel paint in three

coats on white background including

painting HFL Mark in white by side of

gauge with year of occurrence with all

Contractor's materials, labour, tools,

scaffolding and supports, lead & lifts,

curing etc. complete as per approved

drawing and as directed by the Engineer

in- charge excluding cost of cement which

shall be paid extra.

9 031200 Applying Epoxy Poly-sulphate Paint three Sqm 270.08 282.50 76297.60

coats on existing bottom surface of deck

slab including cleaning surface of dirt,

dust & other foreign matter, sand

papering, wire brushing as required with

all contractor's materials tools, machinery,

scaffolding, lead, lifts etc. complete as per

specifications and as directed by Engineer

031030 for casting of slab in place of

Girder for any height

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Delaunching of existing and Launching &

fixing of new girder/slab in exact location

of all type of steel/PSC girders/Slabs

available at site, during block, complete

job including lifting to any height as per

site requirement, provision of approaches,

and placing of released material away

from bridge stream or roads as the case

may be. Note: Payment under this item

shall be made for the total weight of

girder removed and newly launched

11 041344 Delaunching of existing Structural steel MT 208.50 944.18 196861.53

plate girders / slabs and Launching New

PSC girders / slabs

12 052200 Painting the HFL mark and Danger level Each 2.00 99.41 198.82

mark, year of HFL on bridge 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.

13 052210 Providing cast in situ bridge number Each 2.00 375.22 750.44

plaques 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.

Schedule 05-Part-(C)(a)(iii)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25 m barrel length)

in Ballarshah yard.(Wing wall, face wall, toe wall, etc.)

Item- 01 USSOR-2021

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

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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.

3 022060 Providing and laying Plain Cement cum 15.45 2693.74 41618.28

Concrete 1:3:6 with graded stone

aggregate of 40mm nominal size, in

foundation and floors, retaining walls of

b r i d g e s 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

4 022070 Providing and fixing Weep Holes in Metre 40.00 244.14 9765.60

Abutments, Wing walls and Return 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.

5 024020 Providing and laying in position machine cum 30.00 2070.00 62100.00

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

6 025031 All types of bridge sub-structures, e.g. Sqm 529.60 329.00 174238.40

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. up to 5m above ground level

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Supply and using Cement at Worksite

approved brands/makes

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

grade Fe-500D or more of approved

9 051060 Providing and laying Pitching with Stone cum 57.60 1442.84 83107.58

Boulders, weighing not less 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

(average) Dry Stone flooring with boulders

of not less than 35kg each in weight, hand

packed with surface levelled off to the

correct section with hammer dressing as

necessary on the ground including filling

the gaps with quarry spalls and ordinary

sand complete including cost of supply of

all materials, labour, lead, lift, tools,

plants, crossing of tracks and the like as

per drawing and technical specification as

directed by Engineer in charge.

Schedule 06-Part-(C)(b)(i) - Extension of existing bridge no. 891/1 by cast in situ RCC box in

Ballarshah station yard for Road bridge.(RCC box)

Item- 01 USSOR-2021

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

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

2 022060 Providing and laying Plain Cement cum 14.00 2693.74 37712.36

Concrete 1:3:6 with graded stone

aggregate of 40mm nominal size, in

foundation and floors, retaining walls of

b r i d g e s 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

3 024010 Providing and casting machine batched, cum 208.00 2303.00 479024.00

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. 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 at the stage of

Mix Design and in that case deduction

shall be made as per relevant item.

4 025020 Providing and applying two coats of coal Sqm 245.70 157.51 38700.21

tar or bitumen confirming to IS:3117-

latest version on the top and sides of RCC

box/slabs @ 1.70 kg/sqm after cleaning

the surface with all labour and materials

complete job as directed by the Engineer.

Centering and shuttering including

strutting, propping etc. and removal of

5 025031 All types of bridge sub-structures, e.g. Sqm 411.32 329.00 135324.28

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. up to 5m above ground level

6 025060 Supplying, spreading and compacting well cum 44.20 1357.12 59984.70

graded hard stone of 63mm average size

(maximum up to 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 In-charge.

Supply and using Cement at Worksite

7 025072 Ordinary Portland Cement 53 grade of MT 93.60 8100.61 758217.10

approved brands/makes

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

grade Fe-500D or more of approved

Schedule 07-Part-(C)(b)(ii)- Proposed extension of Bridge no. 891/1, 1/6.10 m (25 m barrel length)

in Ballarshah yard.(Sub-structure)

Item- 01 NS ITEM

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

for executing the work under water and/or

liquid mud to compensate all additional

arrangements including pumping out

water as required. Note: The extra

percentage rate is applicable only for the

quantity of work executed under water.

Schedule 08-Part-(C)(b)(iii) - Extension of existing bridge no. 891/1 by cast in situ RCC box in

Ballarshah station yard for Road bridge.(Wing wall, face wall, toe wall etc.)

Item- 01 USSOR ITEM -2021

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

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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.

3 022060 Providing and laying Plain Cement cum 12.00 2693.74 32324.88

Concrete 1:3:6 with graded stone

aggregate of 40mm nominal size, in

foundation and floors, retaining walls of

b r i d g e s 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

4 022070 Providing and fixing Weep Holes in Metre 40.00 244.14 9765.60

Abutments, Wing walls and Return 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.

5 024020 Providing and laying in position machine cum 56.00 2070.00 115920.00

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

6 025031 All types of bridge sub-structures, e.g. Sqm 279.00 329.00 91791.00

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. up to 5m above ground level

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Supply and using Cement at Worksite

approved brands/makes

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

8 025082 Thermo-Mechanically Treated bars of Kg 21437.00 88.90 1905749.30

grade Fe-500D or more of approved

9 051060 Providing and laying Pitching with Stone cum 15.00 1442.84 21642.60

Boulders, weighing not less 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

Schedule 09-Part-(D)(i)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25 M by cast in situ

method and approach road of 150m on Sewagram-Ballarshah section in connection with

construction of 1 additional line at existing goods shed & connectivity at Manikgarh end at

Ballarshah Station.

Item- 01 USSOR ITEM -2021

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

1 024010 Providing and casting machine batched, cum 300.00 2303.00 690900.00

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. 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 at the stage of

Mix Design and in that case deduction

shall be made as per relevant item.

2 025020 Providing and applying two coats of coal Sqm 425.00 157.51 66941.75

tar or bitumen confirming to IS:3117-

latest version on the top and sides of RCC

box/slabs @ 1.70 kg/sqm after cleaning

the surface with all labour and materials

complete job as directed by the Engineer.

Centering and shuttering including

strutting, propping etc. and removal of

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

3 025031 All types of bridge sub-structures, e.g. Sqm 700.00 329.00 230300.00

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. up to 5m above ground level

Supply and using Cement at Worksite

approved brands/makes

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

grade Fe-500D or more of approved

Schedule 10-Part-(D)(ii)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25 M by cast in situ

method and approach road of 150m on Sewagram-Ballarshah section in connection with

construction of 1 additional line at existing goods shed & connectivity at Manikgarh end at

Ballarshah Station.(Trough wall,Road, Height Gauge & sump with pumping drainage arrangement)

Item- 01 USSOR ITEM -2021

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

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

Providing and laying in position Plain

cement concrete of specified Nominal Mix

f o r 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 :

6 graded stone aggregate 20 mm nominal

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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.

4 022070 Providing and fixing Weep Holes in Metre 88.00 244.14 21484.32

Abutments, Wing walls and Return 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

5 025031 All types of bridge sub-structures, e.g. Sqm 118.80 329.00 39085.20

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. up to 5m above ground level

Supply and using Cement at Worksite

approved brands/makes

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

7 025082 Thermo-Mechanically Treated bars of Kg 28248.00 88.90 2511247.20

grade Fe-500D or more of approved

8 041080 Supplying, Fabricating and fixing access MT 2.73 93832.67 256163.19

ladders, inspection 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.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Painting of cleaned plate/composite

bridge girders including all scaffolding

along with provision of Jhoola / hanging

scaffolding ladders etc. where required.

9 041263 With two coats of Aluminium paint in dual Sqm 158.40 87.26 13821.98

containers conforming to IS:2339 with DFT

of 15 - 20 Microns for each coat.

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).

11 181030 Dismantling exiting Rail Height Gauge Each 1.76 3781.01 6654.58

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

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.

12 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 79.20 752.64 59609.09

with minimum 1.10 cum bucket capacity

Schedule 11-Part-(D)(iii)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25 M by cast in situ

method and approach road of 150m on Sewagram-Ballarshah section in connection with

construction of 1 additional line at existing goods shed & connectivity at Manikgarh end at

Ballarshah Station.

Item- 01 NS ITEM

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

1 01 Extra for lead of earth work above initial cum 950.00 14.93 14183.50

lead of 50m, in all kind of soils and rocks :

for every 50 m or part thereof - lead over

50m and upto 150m (USSOR-2011 -

2 02 Extra for every additional lift of 1.5m or cum 950.00 11.36 10792.00

part thereof, after the initial 1.5m, for

earth work in all soils.(USSOR 2011 -

Item- 02 NS ITEM

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

concrete surface with 1 part metallic floor

hardener, 4 parts cement and 9 parts by

weight hard stone chips of size 6 mm

mixed and laid as per

specifications(USSOR-2011-092050)

Schedule 12-Part-(D)(iv)- Extension of RCC Box (891/1A) of size 4.50 x 4.50 by 25 M by cast in situ

method and approach road of 150m on Sewagram-Ballarshah section in connection with

construction of 1 additional line at existing goods shed & connectivity at Manikgarh end at

Ballarshah Station.

Item- 01 DSR-2023

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

2.0 EARTH WORK

2.1S General

2.36 Extra for levelling & neatly dressing of cum 874 93.05 81325.7

1 disposed soil completely as directed by

Engineer-in-charge.

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering,

shuttering, finishing and reinforcement -

All work up to plinth level :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

Reinforced cement concrete work in walls

(any thickness), including attached

pilasters, buttresses, plinth and string

courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. above

plinth level up to floor five level, excluding

cost of centering, shuttering, finishing and

reinforcement :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 55.2 392.15 21646.68

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 552 842.5 465060

5 pilasters, buttresses, plinth and string

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/

by mechanical means including disposal

of material within 50 metres lead as per

direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix cum 46 2434.25 111975.5

(including equivalent design mix)

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing and laying design mix cement

concrete of M-30 grade, in roads/taxi

tracks/ runways, using cement content as

per design mix, using coarse sand and

graded stone aggregate of 40 mm

nominal size in appropriate proportions as

per approved and specified design

criteria, providing dowel bars with sleeve/

tie bars wherever required, laying at site,

spreading and compacting mechanically

by using needle and surface vibrators,

16.43 levelling to required slope/ camber,

finishing with required texture, including

steel form work with sturdy M.S. channel

sections, curing, making provision for

contraction/ expansion, construction and

longitudinal joints (10 mm wide x 50 mm

deep) by groove cutting machine,

providing and filling joints with approved

joint filler and sealants, complete all as

per direction of Engineer-in-charge (Item

of joint fillers, sealants, dowel bars with

sleeve/ tie bars to be paid separately).

16.43.1 Cement concrete prepared with batch cum 312.8 10529.35 3293580.68

16.49S MISCELLANEOUS

Construction of granular sub-base by

providing close graded Material

conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of

mixed material by tippers to work site, for

all leads & lifts, spreading in uniform

layers of specified thickness with motor

grader on prepared surface and

compacting with vibratory power roller to

achieve the desired density, complete as

per specifications and directions of

Engineer-in-Charge.

16.78.1 With material conforming to Grade-I (size cum 207 2784 576288

8 range 75 mm to 0.075 mm) having CBR

Schedule 13-Part-(E)(i)- Ballarshah- Provision of additional loop line at existing goods shed and

connectivity of Manikgarh end at Ballarshah under ADEN Ballarshah sub-division.

Item- 01 P.way (USSOR-2021)

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

Fixing of fish plates with fish bolts on a

joint of all rail sections duly 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.

Cutting / cropping of rail of 52Kg - 90 UTS,

manually and perfectly vertical with

contractor's labour, hacksaw blade and

tools & plants - Note: 1.Manual cutting

should be used only in emergencies with

prior permission of sectional ADEN where

machine cutting can not be arranged in

time. 2. Cutting of Rails with blade and

forcing to part by using other means to

break the rails is prohibited. 3.Rails should

be cut right through hacksaw blades only.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Cutting / cropping of rail of 60Kg - 90 UTS,

manually and perfectly vertical with

contractor's labour, hacksaw blade and

tools & plants - Note: 1.Manual cutting

should be used only in emergencies with

prior permission of sectional ADEN where

machine cutting can not be arranged in

time. 2. Cutting of Rails with blade and

forcing to part by using other means to

break the rails is prohibited. 3.Rails should

be cut right through hacksaw blades only.

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.

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

Under Traffic Block: Dismantling of

existing BG turnouts, diamond crossings

and derailing switches with all types of

rails and sleeper layout, removing rails,

switches, crossings, sleepers & fastenings,

leveling of ballast to correct profile &

stacking all the released materials,

sleepers, fastenings, rails, switches &

crossings including segregating & stacking

at specified locations in a neat and

countable manner, within the lead of

250m & all lift, clear of infringements,

crossing of track, if any complete, as

directed. N o t e : 1. This item shall be

operated only when existing turnout is

replaced either with new turnout in case

of TTR or with plain track when existing

turnout is no more required at that

location. 2. Rail cutting will be paid extra

under relevant item. 3. Laying of new

turnout or plain track on prepared ballast

bed, as required, shall be paid separately

under relevant item.

Assembling complete BG Turnout on

staging, clear of infringements, to correct

gauge and alignment as per standard

drawings with all types of rail sections

over PSC sleepers at specified locations,

duly leading rails, special sleepers,

switches, crossings with a maximum lead

of 500m, all lift & crossing of track as

required and testing points with S&T staff

for throw of switch etc. at station yard

after levelling surface complete including

lubrication of all fastenings, complete in

all respect. Note: 1.Rail cutting and

Drilling shall be paid separately 2.

Required P.Way fittings/fastenings shall be

supplied at the SSE/P.Way stores.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Assembling all types of Switches on

staging, clear of infringements, to correct

gauge and alignment as per standard

drawings with all types of rail sections

over PSC sleepers at specified locations,

duly leading rails, special sleepers,

switches with a maximum lead of 500m,

all lift & crossing of track as required

including cutting, drilling, fixing of all

components, fittings etc. with housing of

tongue rails as per requirement of

signaling including lubrication of

fittings/fastenings, complete in all respect.

Note: Required P.Way fittings shall be

supplied at SSE/P.Way stores.

Assembling on temporary staging and

insertion of all types of turnouts including

diamond crossings and derailing switches

on prepared ballast bed during traffic

block, manually or by contractor's cranes,

at specified location with 52Kg / 60Kg rail

section on PSC sleepers with Railways

rails/sleepers available anywhere within

5 0 0 m as per standard drawing, duly

leading sleepers, rails, switches,

crossings, fastenings etc. including rail

cutting, drilling, fixing of all components,

fittings etc. with housing of tongue rails as

per requirement of signaling including

crossing of track, filling and spreading of

ballast in crib and shoulder as required,

linking of turnout with existing track,

attending track parameters including

lifting, providing one round of packing to

make track fit for 20 kmph speed

including lubrication of fittings/fastenings,

complete in all respect and as directed by

Engineer in-charge. Note: Required P.Way

fittings shall be supplied at the SSE/P.Way

Laying and linking of turnouts of all types

including diamond crossings & Derailing

switches with 52Kg / 60Kg rail section on

PSC sleepers on prepared ballast bed for

New lines or during total closure of

section at indicated location as per

standard drawing, duly leading sleepers,

rails, switches, crossings, fastenings

including rail cutting, drilling, fixing of all

components, fittings with housing of

tongue rails as per requirement of

signaling, preparing ballast bed, filling and

spreading of ballast as required, linking of

turnout with track, attending track

parameters including lifting, providing one

round of packing to make track fit for 20

kmph speed including lubrication of

fittings/fastenings, complete as directed

by Engineer in-charge.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

13 083010 Lifting and packing for regrading the TRM 1800.00 185.83 334494.00

existing PSC sleeper track to 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.

Shifting & pairing of rails / panels

unloaded alongside existing running track

to adjoining formation of a new line

including crossing of one track, duly lifting

& pushing rail / panel without damaging it

and taking all necessary precautions, so

as not to infringe the running track, as

directed by Engineer in-charge. Note: The

rail barricading, if disturbed during

working, should be restored to its original

condition by the agency including re-fixing

& concreting as required.

not requiring Traffic Block

to 40m length - Under Conditions not

requiring Traffic Block

Providing Centre Line / Rail Level,

reference Pegs on formation at an interval

of 30 metres on one side or at centre of

proposed / existing track, as directed by

engineer in-charge for linking of new track

/ CTR / Deep Screening / Lifting / Lowering

works, duly embedding in formation

including marking with contractor's paint.

Note: (1) Rails/tie bar of suitable size bar

shall be supplied by the Railways from

nearest Stores Depot. In case of hard

wood peg, the hard wood will be supplied

by the contractor. (2) Excavation and

concrete work, if required, will be paid

17 123020 Installation of reference points for track Each 150.00 587.58 88137.00

centre line in main and loop lines, in

straight or curve portion, SRJ for turnouts,

heel of crossing (HOC), locations of

derailing switches, switch expansion joints

etc. away from formation on firm ground

at known offset with MS Angles of

50mmx50mmx5mm thick of length 1.80

m each, founded in concrete block of size

30cm x 30cm x 45cm of nominal mix

1:3:6, including painting to reference pegs

with two coats of enamel paints on

exposed surface, as directed by Engineer

In charge. Note: Earth work and Cement

concrete will be paid under relevant

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

18 123030 Spreading of ballast, from existing stacks cum 6000.00 38.64 231840.00

available along formation on top or at

c e s s , 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

of work; (b) redistribution & leveling of

excess ballast while rolling to obtain

uniform plane cambered surface.

Linking of BG track (except at LC, Bridges

and SEJs) with any type of rail section and

sleeper of specified density, on ballast

bed spread and compacted with suitable

roller, over prepared formation including

leading free rails/welded panels available

along the alignment on to formation,

leading and spreading all fittings and

fastenings, spreading of sleepers at

specified spacing, squaring, placing of

rails over sleepers and fixing 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.

19 123041 For sleeper density of 1660 sleepers per TRM 2300.00 285.17 655891.00

Loading of tongue rail, stock rail, switch

assembly and crossings of any section

and length, SEJ, Glued joint etc. with /

without P.Way fittings and fastenings, in

Wagon / Truck / trailer including lead up to

250 metre and lift up to 5 metre.

20 171024 I n Wagon where mechanical handling is MT 270.00 117.10 31617.00

possible and traffic block is not required or

in Truck/trailer.

Loading, unloading and hauling of 52Kg /

60Kg rail more than 13 metre and up to

39 metre length by Railway's Rail Dolly /

Dip Lorry to the nominated location under

traffic and line protection in case road

carriage is not possible for different leads

and lift up to 5 metre.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Unloading of rails of any section and

length up to 13 metre, in neat manner for

Railway usage from departmental

material train (DMT) or contractor's /

Railway's Truck/trailer including lead up to

50 metre, lift up to 5 metre and stacking

in prescribed manner.

23 171053 From Wagon where mechanical handling MT 276.00 87.44 24133.44

is possible and traffic block is not required

or in Truck / trailer.

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.

24 172014 I n Wagon where mechanical handling is MT 3542.00 89.70 317717.40

possible and traffic block is not required or

in Truck / trailer

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.

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.

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.

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.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

29 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 2000.00 752.64 1505280.00

with minimum 1.10 cum bucket capacity

30 211202 Hydra or similar tyre mounted Pick-n- Hour 2000.00 889.42 1778840.00

Carry crane of 12T capacity for misc.

works of handling of material

Schedule 14-Part-(E)(ii)-Ballarshah- Provision of additional loop line at existing goods shed and

connectivity of Manikgarh end at Ballarshah under ADEN Ballarshah sub-division.

Item- 01 Supply of ballast (USSOR-2021)

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

Manufacturing, supply and stacking of

machine crushed Track Ballast conforming

to RDSO Specification (IRS-GE-1) with

latest correction slips at Railway depot or

nominated location. Note: Distance of

nearest quarry mentioned in each sub-

item is only for the purpose of selecting

the items for preparation of

estimates/tender schedule, based on the

minimum distance between nearest

quarry and centre of supply points and will

not affect the selection of quarry during

physical supply in any way till prescribed

specification is met fully.

1 085015 When distance of nearest quarry is more cum 6000.00 1017.94 6107640.00

than 40 km and up to 50 km

Schedule 15-Part-(E)(iii):- Ballarshah- Provision of additional loop line at existing goods shed and

connectivity of Manikgarh end at Ballarshah under ADEN Ballarshah sub-division.

Item- 01 Earth work (USSOR-2021)

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

Earthwork in filling in embankment, guide

bunds, around buried type abutments,

bridge gaps, trolley refuges, platforms etc.

with contractor's own earth conforming to

Soil Quality Class SQ1/SQ2/SQ3, after

preparation of foundations as applicable,

benching in existing banks wherever

required, spreading in layers with motor

grader, bringing the moisture content to

OMC, mechanical compaction to specified

density a n d dressing of bank to final

profile as per RDSO Specifications:

RDSO/2020/GE: IRS-0004 with latest

correction slips. Note: 1) Foundation

preparation, Benching including additional

earthwork on account of this, wherever

required, shall be paid extra under

relevant schedule item for benching. 2)

Payment for Earthwork under this item

shall be made based on the cross section

measurements calculated (i) with original

ground profile of existing bank based on

initial ground levels before doing benching

and (ii) final profile of the bank worked out

with final levels as per prevailing

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Earthwork in cutting in formation, trolley

refuges, side drains, level crossing

approaches, platforms, catch water

drains, diversion of nallah & finishing to

required dimension and slopes to obtain a

neat appearance to standard profile

inclusive of all labour, materials, plant &

machinery, leading all cut spoils either to

make spoil dumps or for filling in

embankment with leads within 2 km on

either side of edge of the cutting(s)

including all lifts, ascent, descent, loading,

unloading, bailing & pumping out water, if

required, clearance of site and all other

works incidental thereto for completing

the work as per RDSO Specification No.

RDSO/2020/GE: IRS-0004 with latest

updated correction slips and to the

satisfaction of the Engineer-in-Charge.

Note: (i) All usable earth arising from cut

spoils shall be led into bank formation and

Unusable spoils shall be dumped / stacked

away from toe of embankment. (ii) All

hard rock /and boulders not fit for filling

will be stacked by the contractor and will

be property of the Railways. (iii)Cut trees

shall be property of Railways and to be

deposited in the railway godown unless

specified otherwise in the Conditions of

2 012011 In all conditions and classifications of soil cum 25000.00 98.70 2467500.00

3 012015 Extra for leading of Cut spoil every one cum 5000.00 4.91 24550.00

km beyond original lead of 2 km over item

Schedule 16-Part-(E)(iv):- Ballarshah- Provision of additional loop line at existing goods shed and

connectivity of Manikgarh end at Ballarshah under ADEN Ballarshah sub-division.

Item- 01 Blanketting material (USSOR-2021)

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

1 012030 Mechanical manufacturing of blanketing cum 3000.00 1842.52 5527560.00

material by using only hard and durable

stone crushed in mechanical crusher to

different gradations, wet mixing of the

same in designed proportion in Pug mill or

wet mix plant to have uniform gradation

including all incidental transportation,

laying over finished formation in uniform

layer(s) with motor grader, compaction

with suitable vibratory roller to specified

density and finishing to correct profile,

complete as per RDSO Specification No.

RDSO/2020/GE: IRS-0004 with latest

correction slips. Note: This item shall be

used only when entire constituent of

blanketing material is mechanically

manufactured by crushing of hard and

durable stone into desired gradation of

designed proportion.

Schedule 17-Part-(E)(v):- Ballarshah- Provision of additional loop line at existing goods shed and

connectivity of Manikgarh end at Ballarshah under ADEN Ballarshah sub-division.

Item- 01 (P.way) (USSOR-2011 NS ITEM)

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

demarcated muck/debris etc. at indicated

loaction within 50 meters as directed by

Engineer In-charge so as to ensure its

correct measurement including

excavation loosening of soil, if required.

The stack shall not be less than 3.0 m3 at

one location.( USSOR-2021 item Code-

debris etc. from various locations in track

areas between platforms, yards along the

track in section etc. and disposing off the

same beyond railway land as per the local

corporation/council rules. The rate

includes all lead, lift etc. complete and

levelling the area after removal. (USSOR-

2021 item Code-274110)

Schedule 20-Part-(F)(i)- Chandrapur station- Connectivity of existing goods siding No. 1 & 2 to the

UP main line at Wardha end and construction of High leverl platform (650mx10m) at DN Side.

Item- 01 P-Way Item (USSOR-2021)

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

1 063020 Through renewal of Metal / GFN liners in Sleeper 3320.00 16.34 54248.80

running track condition after cleaning of

rail foot at liner seat, greasing of liner,

liner seat and sealing of liner contact area

at rail foot including removing, cleaning &

lubrication of ER Clip & Insert Eye and re-

driving the same with contractor's grease

graphite of approved quality with all lead

2 063090 Lubrication of ERCs and its liner contact ERC 33200.00 3.92 130144.00

area by removal of ERCs and Metal / GFN

liners in rail panel, cleaning of rust / scale

of ERC, Metal / GFN liners & SGCI insert by

using wire brush, scrapper / sand emery

paper etc supply and application of

graphite grease, as prescribed by Railway

for under side of liners & corresponding

area of rail foot & SGCI insert with ERCs

and re-fixing the same as per procedure

prescribed in latest edition of IRPWM with

contractors grease and all other tools &

plants complete and as directed. Note:

Each ERC in this item shall constitute 1

ERC and its Liner Contact area.

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

Assembling and Laying of Improved

Switch Expansion Joint (SEJ) on PSC

sleepers of any rail section as per RDSO

drawing including leading of SEJ rails,

sleepers, fittings for a free lead of 250

metres, cutting of rails, drilling of holes as

required and lubrication of SEJ, gauging,

aligning rails, providing temporary

connection with adequate welding gap

with adjoining rails, providing reference

posts at SEJ, first through packing of SEJ

portion to make track geometry fit for 30

kmph speed and making ballast profile as

per IRPWM. Note: (1) Rail cutting and hole

drilling shall be paid separately.(2) One

set comprise complete SEJ on both rails at

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

4 065031 Under Conditions not requiring Traffic Set 10.00 6872.88 68728.80

Under Traffic Block: Dismantling of

existing BG turnouts, diamond crossings

and derailing switches with all types of

rails and sleeper layout, removing rails,

switches, crossings, sleepers & fastenings,

leveling of ballast to correct profile &

stacking all the released materials,

sleepers, fastenings, rails, switches &

crossings including segregating & stacking

at specified locations in a neat and

countable manner, within the lead of

250m & all lift, clear of infringements,

crossing of track, if any complete, as

directed. N o t e : 1. This item shall be

operated only when existing turnout is

replaced either with new turnout in case

of TTR or with plain track when existing

turnout is no more required at that

location. 2. Rail cutting will be paid extra

under relevant item. 3. Laying of new

turnout or plain track on prepared ballast

bed, as required, shall be paid separately

under relevant item.

6 071030 Dismantling the existing BG Buffer-stop Set 2.00 4645.62 9291.24

laid with rails & wooden/ST sleepers

including leading the dismantled Buffer

stop materials to nominated places within

station yard limits and stacking as

material-wise and classification-wise duly

releasing all fittings carefully without

causing any damage with all contractor's

labour, tools, with all lead and lifts,

crossing of tracks if any, etc., complete as

directed by the Engineer-in-charge.

Assembling complete BG Turnout on

staging, clear of infringements, to correct

gauge and alignment as per standard

drawings with all types of rail sections

over PSC sleepers at specified locations,

duly leading rails, special sleepers,

switches, crossings with a maximum lead

of 500m, all lift & crossing of track as

required and testing points with S&T staff

for throw of switch etc. at station yard

after levelling surface complete including

lubrication of all fastenings, complete in

all respect. Note: 1.Rail cutting and

Drilling shall be paid separately 2.

Required P.Way fittings/fastenings shall be

supplied at the SSE/P.Way stores.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Laying and linking of turnouts of all types

including diamond crossings & Derailing

switches with 52Kg / 60Kg rail section on

PSC sleepers on prepared ballast bed for

New lines or during total closure of

section at indicated location as per

standard drawing, duly leading sleepers,

rails, switches, crossings, fastenings

including rail cutting, drilling, fixing of all

components, fittings with housing of

tongue rails as per requirement of

signaling, preparing ballast bed, filling and

spreading of ballast as required, linking of

turnout with track, attending track

parameters including lifting, providing one

round of packing to make track fit for 20

kmph speed including lubrication of

fittings/fastenings, complete as directed

by Engineer in-charge.

Manual deep screening of Plain track/

turnouts as per procedure prescribed in

IRPWM, June 2020 or latest, on PSC

sleepers of any density and throwing

away screened muck arising out of

screening on toe of bank or on cess, if low

or on spoil banks above top of cutting

(including throwing and leveling, if

required beyond minimum 5m from the

edge of cutting which are up to 3m deep

or alternatively carting it up to 50m for

disposing it off beyond cutting or

platforms) as per direction of Engineer in-

charge, including cutting cess for effective

drainage on both sides, one round of

kutcha packing with screened ballast and

further attending to track parameter to

make track fit for 20 kmph speed

complete in all respect. Note : Payment

shall be made for length along main line

only for turnouts.

- For Plain Track :

Recoupment of ballast in running line with

railway's stone ballast from existing

stacks available along alignment either on

top of cutting or on cess or at toe of bank

by head leads or by any other means and

spreading to make up deficiency in the

required profile with contractor's labour,

tools & plants, as directed by Engineer-in-

charge. Note: Payment shall be made

based on ballast stack measurement.

12 082011 For average lead up to 50m and lift up to cum 5000.00 98.40 492000.00

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

13 083010 Lifting and packing for regrading the TRM 500.00 185.83 92915.00

existing PSC sleeper track to 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.

14 083011 Extra for additional lift over 75mm for TRM 500.00 28.79 14395.00

every 50mm lift or part thereof up to

275mm for item nos. 083010 for each

15 083030 Boxing and profiling of ballast as per TRM 4000.00 27.33 109320.00

procedure prescribed in latest 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

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 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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

17 121010 Dismantling of existing LWR/SWR track of TRM 2500.00 182.52 456300.00

any structure, removing rails, sleepers,

fish plates, cutting of rails, segregation

and stacking of released Rails, Sleepers

and fitting at nominated location in

countable manner within a free lead of

500m, levelling of ballast to correct profile

for laying new track over it, all as per

direction of Engineer-in-Charge.

18 121020 Dismantling existing sand humps in yards Each 1.00 13905.19 13905.19

from end of turnout to end of sand hump.

Scope includes dismantling of track and

brick / stone masonry on either sides of

track, removing sand and earth to the

required level including clearing site and

stacking released materials within

maximum lead of 250m, clear of

infringement, complete and as directed.

19 123030 Spreading of ballast, from existing stacks cum 6000.00 38.64 231840.00

available along formation on top or at

c e s s , 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

of work; (b) redistribution & leveling of

excess ballast while rolling to obtain

uniform plane cambered surface.

Linking of BG track (except at LC, Bridges

and SEJs) with any type of rail section and

sleeper of specified density, on ballast

bed spread and compacted with suitable

roller, over prepared formation including

leading free rails/welded panels available

along the alignment on to formation,

leading and spreading all fittings and

fastenings, spreading of sleepers at

specified spacing, squaring, placing of

rails over sleepers and fixing 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.

20 123041 For sleeper density of 1660 sleepers per TRM 4000.00 285.17 1140680.00

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

21 124010 Construction of Sanded Dead End as per Each 5.00 11420.64 57103.20

RDSO's Drawing no. RT-347 (with all

amendments) with brick-work using

country bricks or CC bricks in mud mortar

and filling with river coarse sand,

surrounding rails and filling around. Note:

Cost of brick and sand is not included in

Through packing of track, as per

procedure prescribed in latest edition of

Indian Railways Permanent Way Manual

Density of 1540 Sleepers/Km or more

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.

Density of 1660

Through packing of points and crossings,

derailing switches including gauging,

fittings recoupment, ballasting as

required, elimination of sag and to the

required alignment after Deep Screening

as per procedure prescribed in latest

edition of IRPWM complete as per

direction of Engineer-in-charge. Note: This

work shall be operated in exceptional

cases with written approval at DEN level

when UNIMAT is not available and

immediate packing is required to pass

Dismantling of existing Turnout by

removing switches, rails, crossings, check

rails, sleepers and all fixtures and

stacking all released materials, removing

ballast and muck by excavating up to

required depth, preparation of formation

bed, laying of pre assembled Turnout by

Railway's T-28 machine, linking of track

with all fittings, filling up of ballast duly

screened, packing, adjusting, opening &

housing of switch, testing operation of

switch assembly and attending track

parameters, so as to make track fit for 20

kmph speed including disposing off muck

to indicated places up to free lead after

the block working etc. complete. Note:

Rate includes making necessary

preparation for T-28 machine movement

like preparation of approaches,

transportation and laying of wooden

sleepers/blocks, etc.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL 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.

27 155013 New Line Section, not opened for traffic TRM 8000.00 10.78 86240.00

Carrying out pre-tamping, during tamping

and post-tamping works prescribed in

current version IRTMM/IRPWM for tamping

of Turnouts of all types Under Conditions

not requiring Traffic Block.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

31 157010 Carrying out various miscellaneous works, Shift 20.00 1447.65 28953.00

for proper upkeep of crew rest van / rest

room as directed by machine in-charge of

Track Machines by providing a team of 2

labours for 12 hours shift, broadly

mentioned hereunder: (1) Bringing water

from nearby source and cleaning machine

with water jet or any suitable means; (2)

Fuelling machine duly bringing diesel /

hydraulic oil from the stacked drums; (3)

Bringing water to staff rest van or staff

rest room, cleaning rest van / rest room,

cooking food for Track Machine staff or

bringing food from outside (cost of food

shall be borne by the staff concerned).;

(4) Guarding & watching machines, spare

parts, oils, grease etc. during day and

night time at all locations, wherever

necessary, as instructed by the machine

in-charge; (5) In case, contractor provides

less no. of Labour/Mate, payment will be

deducted for each such person @ 75% of

the accepted item rate.

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

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, 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.

Loading of rails of any section and length

up to 13 metres in Wagons / Truck / trailer

including lead up to 50 metres and lift up

34 171014 I n Wagon where mechanical handling is MT 420.00 117.25 49245.00

possible and traffic block is not required or

in Truck/trailer.

Loading of tongue rail, stock rail, switch

assembly and crossings of any section

and length, SEJ, Glued joint etc. with /

without P.Way fittings and fastenings, in

Wagon / Truck / trailer including lead up to

250 metre and lift up to 5 metre.

35 171024 I n Wagon where mechanical handling is MT 100.00 117.10 11710.00

possible and traffic block is not required or

in Truck/trailer.

Unloading of rails of any section and

length up to 13 metre, in neat manner for

Railway usage from departmental

material train (DMT) or contractor's /

Railway's Truck/trailer including lead up to

50 metre, lift up to 5 metre and stacking

in prescribed manner.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

36 171053 From Wagon where mechanical handling MT 420.00 87.44 36724.80

is possible and traffic block is not required

or in Truck / trailer.

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.

37 172014 I n Wagon where mechanical handling is MT 550.00 89.70 49335.00

possible and traffic block is not required or

in Truck / trailer

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.

38 172024 In Wagon/Truck / trailer where mechanical MT 150.00 116.66 17499.00

handling is possible and traffic block is not

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.

41 172048 Extra for every Km per MT beyond 150 Km MT-Km 7500.00 2.98 22350.00

over item no. 172047

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.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL 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.

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.

Unloading of Switches / Crossings / SEJ

Rails / Glued Joints of any rail section and

length with or without P.Way fittings &

fastenings in neat manner for Railway

usage from departmental material train

(DMT) or contractor's / Railway's

Truck/Trailer with lead up to 250 metre &

lift up to 5 metres.

50 173020 Unloading all types of P.Way fittings and MT 100.00 144.76 14476.00

fastenings for Railway usage from Truck

and stacking with lead up to 250 metre &

lift up to 5 metre.

51 211060 Supply and fixing in position pre-cast Each 10.00 458.68 4586.80

cement concrete Fouling Mark as per

approved drawing at station yard, duly

painting the top surface and slopes with

white enamel paint in two coats and

inscribed letters with black of Fouling

Mark, complete in all respects with all

labour, materials including cement, tools

and plants etc.

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.

52 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 250.00 752.64 188160.00

with minimum 1.10 cum bucket capacity

53 211202 Hydra or similar tyre mounted Pick-n- Hour 250.00 889.42 222355.00

Carry crane of 12T capacity for misc.

works of handling of material

transportation or other misc. works.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

55 211250 Manufacturing and fixing buffer stop with Each 5.00 15481.58 77407.90

Railway supplied rails, cutting, including

bending of rails as per plan ,with all

contractor's labour, materials, tools,

plants etc. and all lead and lift including

crossing of track where necessary and as

directed by Engineer in charge at site.

Note: Excavation, fixing rails in cement

concrete, drilling of holes will be paid

Schedule 21-Part-(F)(ii)- Chandrapur station- Connectivity of existing goods siding No. 1 & 2 to the

UP main line at Wardha end and construction of High leverl platform (650mx10m) at DN Side.

Item- 01 Earthwork in Cutting for Formation (USSOR-2021)

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

Earthwork in cutting in formation, trolley

refuges, side drains, level crossing

approaches, platforms, catch water

drains, diversion of nallah & finishing to

required dimension and slopes to obtain a

neat appearance to standard profile

inclusive of all labour, materials, plant &

machinery, leading all cut spoils either to

make spoil dumps or for filling in

embankment with leads within 2 km on

either side of edge of the cutting(s)

including all lifts, ascent, descent, loading,

unloading, bailing & pumping out water, if

required, clearance of site and all other

works incidental thereto for completing

the work as per RDSO Specification No.

RDSO/2020/GE: IRS-0004 with latest

updated correction slips and to the

satisfaction of the Engineer-in-Charge.

Note: (i) All usable earth arising from cut

spoils shall be led into bank formation and

Unusable spoils shall be dumped / stacked

away from toe of embankment. (ii) All

hard rock /and boulders not fit for filling

will be stacked by the contractor and will

be property of the Railways. (iii)Cut trees

shall be property of Railways and to be

deposited in the railway godown unless

specified otherwise in the Conditions of

1 012011 In all conditions and classifications of soil cum 50000.00 98.70 4935000.00

Schedule 22-Part-(F)(iii)- Chandrapur station- Connectivity of existing goods siding No. 1 & 2 to the

UP main line at Wardha end and construction of High leverl platform (650mx10m) at DN Side.

Item- 01 Earthwork in filling for Formation (NS ITEM)

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

1 01 Earthwork in filling in embankment, guide cum 50000.00 647.53 32376500.00

bunds, around buried type abutments,

bridge gaps, trolley refuges, rain bunds if

provided, platforms etc. with earth

excavated from outside railway boundary

entirely arranged by the contractor at his

own cost as per specifications and special

condition of contract including all leads,,

lifts, ascents, descents, crossing of nallahs

or any other obstructions, spreading in

specified thickness in loose conditions by

paver, levelling by grader, mechanical

compaction of earth filled in embankment

with contractor's vibro rollers of suitable

capacity, type and size to achieve

specified density conducting all specified

testings,cost of water T&P consumable

material,all dressings of bank to final

profile, demarcation and setting outs of

profile,site clearance, removing of

shrubs,roots of vegetables growth, heavy

grass, benching of existing slope of old

bank all handling/rehandling, taxes,

royalty and all labour as a complete job.

The work is to be executed as per,

"Comprehensive Guidelines &

Specifications for Railway Formation-

Specification RDSO/2020/GE:IRS 0004

sept 2020 "issued by RDSO with all

subsequequent Modifications/Correction

slips cut trees shall be property of railway

and to be deposited in the railway godown

unless specified otherwise in the special

conditions of contract,Note 1)The Work

within 3.5 m from existing track centre

Schedule 23-Part-(F)(iv)- Chandrapur station- Connectivity of existing goods siding No. 1 & 2 to the

UP main line at Wardha end and construction of High leverl platform (650mx10m) at DN Side.

Item- 01 BALLAST SUPPLY (NS ITEM)

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

crushed stone ballast from outside querry

confirming to revised specification of

June2016 (with latest corrections)

including all lead, lift, neatly stacked,

royalty, taxes, duties including

contractor's toolsand plants etc.