Provision of 2 nos. running line, 2nd pit line, cover shed and catwalk on both pit lines, additional new platform no. 4&5, extension of existing FOB & Second entry station building at Jaisalmer station.

Item Breakup - A-DSR 2023 Items

SET Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and 5.11 decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 5.11.1 Suspended floors, roofs, landing, Sqm 820 384.3 315126 14 beams and balconies (Plan area to be measured) 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above cum 15 10585.9 158788.5 plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the 15 cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.16 Providing, transporting, hoisting and cum 4 20355.8 81423.2 fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with 16 neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, 5.22 bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 598620 107.85 64561167 17 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, 5.22A bending, placing in position and binding all complete above plinth level. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 5.22A.6 Thermo-Mechanically Treated bars of Kg 352615 107.85 38029527.75 18 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 work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to 5.33 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 498 9504.75 4733365.5 19 cement content of 330 kg /cum 5.33.1.2 Concrete of M30 grade with minimum cum 5095 9655.7 49195791.5 20 cement content of 350 kg /cum 5.33.1.4 Concrete of M40 grade with minimum cum 340 9957.65 3385601 21 cement content of 390 kg/cum All works above plinth level upto floor 5.33.2 V level 5.33.2.1 Concrete of M25 grade with minimum cum 891 9860.4 8785616.4 22 cement content of 330 kg /cum 5.33.2.2 Concrete of M30 grade with minimum cum 2225 10011.35 22275253.75 23 cement content of 350 kg /cum 5.33.2.4 Concrete of M40 grade with minimum cum 38 10313.3 391905.4 24 cement content of 390 kg /cum 5.35 Add for using extra cement in the Quintal 403 733.5 295600.5 25 items of design mix over and above the specified cement content therein. Total 220266838.30 Item- 4 6.0--MASONRY WORK S No. Item No Description of Item Unit Qty Rate Amount 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.1 designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 cum 62 7132.25 442199.5 1 coarse sand) Brick work with common burnt clay 6.2 modular bricks of class designation 7.5 in foundation and plinth in: 6.2.2 Cement Mortar 1:6 (1 cement : 6 cum 15 6295.15 94427.25 2 coarse sand). Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to 6.3 IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : 3 6.3.1 With F.P.S.(non modular) bricks cum 420 9299.9 3905958 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.4 designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 cum 6 9105.95 54635.7 4 coarse sand) Total 4497220.45 Item- 5 7.0--STONE WORK S No. Item No Description of Item Unit Qty Rate Amount 7.0 STONE WORK 7.1S RANDOM RUBBLE MASONRY Random rubble masonry with hard stone in foundation and plinth including levelling up with cement 7.1 concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 cum 2126 7311.25 15543717.5 1 coarse sand) Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 7.2 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1 cement : 6 cum 3022 9275.45 28030409.9 2 coarse sand) 7.6S COURSED RUBBLE MASONRY Coursed rubble masonry with hard stone (first or second sort) in 7.8 superstructure above plinth level and upto floor five level. 7.8.2 Masonry work (second sort), in cement cum 8 10128.1 81024.8 3 mortar 1:6 (1 cement: 6 coarse sand) SUNK, MOULDED, CARVED ASHLAR 7.20S MASONRY Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with 7.20 white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 4 7.20.1 Red sand stone cum 7 94463 661241 5 7.20.2 White sand stone cum 7 108686 760802 Extra for stone work ashlar sunk or 7.21 moulded or sunk and moulded or carved in : 6 7.21.2 Circular or polygonal pillars cum 15 10706 160590 7.24S MISCELLANEOUS STONE WORK 7.30 30 mm red sand stone sun-shade Sqm 20 2159.9 43198 (chisel-dressed) supported on red sand stone brackets, fixed in walls with 7 cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including 7.32 pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 8 7.32.1 Red sand stone cum 2 93741.1 187482.2 9 7.32.2 White sand stone cum 2 107965.1 215930.2 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 7.33 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 10 7.33.1 Red sand stone Sqm 125 14931.55 1866443.75 11 7.33.2 White sand stone Sqm 125 14994.15 1874268.75 Total 49425108.10 Item- 6 8.0--CLADDING WORK S No. Item No Description of Item Unit Qty Rate Amount 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 8.2 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, 8.2.2 Cherry/Ruby red 1 8.2.2.2 Area of slab over 0.50 sqm Sqm 435 5136.3 2234290.5 Granite stone slab all colour and 8.2.3 texture except black, Cherry/Ruby red 2 8.2.3.2 Area of slab over 0.50 sqm Sqm 135 3848.7 519574.5 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to 8.3 edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 3 8.3.2 Granite work Metre 50 510.95 25547.5 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing machine cut, mirror/ eggshell polished , Marbles tone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 8.11 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 8.11.1 18 mm thick Italian Marble stone slab, Sqm 95 10414.8 989406 4 Perlato, Rosso Verona, Fire Red or Dark Emperador etc. 8.20S STONE WORK DRY CLADDING Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, 8.20 pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 8.20.2 White sand stone - 30 mm thick gang Sqm 520 3040.1 1580852 5 saw cut stone JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 8.21 Providing and fixing structural steel Kg 4150 269.95 1120292.5 frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with 6 approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in- charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 8.22 Providing and fixing adjustable Each 2100 437 917700 stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less 7 than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 8.31 Providing and fixing Ist quality ceramic Sqm 247 1267.95 313183.65 glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in 8 skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 8.32 Designing, fabricating, testing, Sqm 1960 5015.05 9829498 installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with 9 serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. Total 17530344.65 Item- 7 9.0--WOOD AND P.V.C. WORK JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY S No. Item No Description of Item Unit Qty Rate Amount 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and 9.1 fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 1 9.1.1 Second class teak wood cum 4.2 142949.7 600388.74 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size 9.5 with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. 9.5.1 Second class teak wood 2 9.5.1.1 35 mm thick shutters Sqm 91 4111.95 374187.45 3 9.7.1 Second class teak wood Sqm 48 3323.2 159513.6 Providing and fixing 25 mm thick 9.16 shutters for cup board etc. : Panelled or panelled & glazed shutters 9.16.1 : 9.16.1.1 Second class teak wood including ISI Sqm 12 4402.85 52834.2 4 marked anodised aluminium butt hinges with necessary screws Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing 9.18 lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 5 9.18.2 25 mm thick Sqm 28 1715.2 48025.6 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 9.20 class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Sqm 93 3473.85 323068.05 6 Stainless Steel butt hinges with necessary screws Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 9.27 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with ISI marked 9.27.1.1 M.S. pressed butt hinges bright finished of required size 7 9.27.1.1.1 Second class teak wood Sqm 42 4852.3 203796.6 COPER OXIDISED MILD STEEL FITTINGS 9.57S (COPPER OXIDISED AS PER IS: 1378) JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing ISI marked oxidised M.S. sliding door bolts with 9.62 nuts and screws etc. complete (Copper oxidised as per IS 1378) 8 9.62.2 250x16 mm Each 65 193.7 12590.5 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 9.63 (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 9 9.63.2 200x10 mm Each 220 69.4 15268 9.70S STAINLESS STEEL FITTINGS Providing and fixing IS : 12817 marked 9.70 stainless steel butt hinges with stainless steel screws etc. complete : 10 9.70.2 100X58X1.90 mm Each 25 107.1 2677.5 11 9.70.3 75x47x1.80 mm Each 315 80.05 25215.75 9.72S BRASS FITTINGS Providing and fixing bright finished 9.81 brass handles with screws etc. complete: 12 9.81.1 125 mm Each 280 256.65 71862 9.82 Providing and fixing bright finished Each 65 121.65 7907.25 13 brass hanging type floor door stopper with necessary screws, etc. complete. 9.84 Providing and fixing aluminium Each 65 983.15 63904.75 extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight 14 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 9.96 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 15 9.96.2 250x16 mm Each 17 260.6 4430.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as 9.97 per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 16 9.97.4 150x10 mm Each 17 82.55 1403.35 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as 9.100 per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 17 9.100.1 125 mm Each 34 66.25 2252.5 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than 9.101 grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 18 9.101.1 Single rubber stopper Each 17 39.6 673.2 9.105S GYPSUM BOARD PARTITIONS Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/- 1mm), with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints 9.117 mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size19 X 19 mm and 1mm ( +/- 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer- in-charge 9.117.2 Extruded section profile size 42x50 Metre 66 331.35 21869.1 19 mm Providing and fixing to existing door 9.118 frames. 9.118.2 30 mm thick factory made Polyvinyl Sqm 22 3253.8 71583.6 Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. 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 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up 20 of 'H' section, a uPVC hollow section of size 100x30 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. Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using 9.135 wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 9.135.1 With 2nd class teak wood beading Sqm 53 1597.15 84648.95 21 62X19 mm 22 9.135.2 With 12 mm mild steel U beading Sqm 53 1228 65084 Total 2213184.89 Item- 8 10.0--STEEL WORK S No. Item No Description of Item Unit Qty Rate Amount 10.0 STEEL WORK 10.1S General JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 10.1 Structural steel work in single section, Kg 13965 117.35 1638792.75 fixed with or without connecting plate, 1 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 243275 133.7 32525867.5 welded in built up sections, trusses and framed work, including cutting, 2 hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying 10.16 a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 3 10.16.1 Hot finished welded type tubes Kg 298120 194.4 57954528 10.16.3 Electric resistance or induction butt Kg 915 194.4 177876 4 welded tubes 10.19 Providing and fixing mild steel round Kg 23238 97.2 2258733.6 5 holding down bolts with nuts and washer plates complete. 10.20 Providing and fixing bolts including Kg 6100 159.35 972035 6 nuts and washers complete. Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying 10.25 a priming coat of approved steel primer using structural steel etc. as required. 10.25.1 In stringers, treads, landings etc. of Kg 59630 123.6 7370268 7 stair cases, including use of chequered plate wherever required, all complete 10.25.2 In gratings, frames, guard bar, ladder, Kg 20080 172.6 3465808 8 railings, brackets, gates and similar works Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, 10.26 staircase railing and similar works, including applying priming coat of approved steel primer. 9 10.26.1 M.S. tube Kg 200 196.8 39360 10.28 Providing and fixing stainless steel ( Kg 1840 772.4 1421216 Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 10 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Total 107824484.85 Item- 9 11.0--FLOORING JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY S No. Item No Description of Item Unit Qty Rate Amount 11.0 FLOORING 11.1S General Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a 11.3 floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 1282 614.2 787404.4 1 stone aggregate 11.4 52 mm thick cement concrete flooring Sqm 5010 978.45 4902034.5 with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of 2 mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.7 Cement concrete pavement with 1:2:4 cum 5 8595.15 42975.75 (1 cement : 2 coarse sand : 4 graded 3 stone aggregate 20 mm nominal size), including finishing complete. 11.16S TILE FLOORING Precast terrazzo tiles 22 mm thick with graded marble chips of size upto12 mm, laid in floors, and landings, jointed with neat cement slurry mixed 11.16 with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : 11.16.3 Dark shade pigment using ordinary Sqm 135 1450 195750 4 cement Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to 11.19 match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 11.19.3 Dark shade pigment using ordinary Sqm 205 1442.15 295640.75 5 cement Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match 11.20 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). 11.20.1 Light shade pigment using white Sqm 700 1402 981400 6 cement 11.20.2 Medium shade pigment using 50% Sqm 8 1328.35 10626.8 7 white cement 50% Grey cement 11.20.3 Dark shade pigment using ordinary Sqm 210 1119.5 235095 8 cement 9 11.20.4 Ordinary cement without any pigment Sqm 200 1056.35 211270 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and 11.21 joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick 11.21.1 mortar 1:4 (1 acid proof cement : 4 coarse sand) 10 11.21.1.1 Acid and alkali resistant tile Sqm 187 1738.15 325034.05 In dado/skirting on 12 mm thick mortar 11.21.2 1:4 (1 acid proof cement : 4 coarse sand) 11 11.21.2.1 Acid and alkali resistant tile Sqm 165 1884.9 311008.5 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of 11.26 the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 12 11.26.1 25 mm thick Sqm 10945 1948.25 21323596.25 11.27 Kota stone slabs 20 mm thick in risers Sqm 360 2354.7 847692 of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) 13 and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed Sqm 110 1096.55 120620.5 floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, 14 Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 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 with grey cement 11.41A slurry @3.3 kg/sqm including grouting t h e 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 floor tiles polished 11.41A.2 finish of size JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 15 11.41A.2.1 Size of Tile 600 x 600 mm Sqm 560 1502.75 841540 Glazed Vitrified tiles Matt/Antiskid 11.41A.3 finish of size 16 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 52 1464.85 76172.2 Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 11.51 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.51.1 18 mm thick Italian Marble stone slab, Sqm 100 6603.35 660335 17 Perlato, Rosso Verona, Fire Red or Dark Emperador etc. 11.53 Providing and fixing Glass mossaic tiles Sqm 200 3891.15 778230 on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on 18 the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in- Charge: Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of 11.55 cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Sqm 2700 3186.7 8604090 19 Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 11.56 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 11.56.1 Polished Granite stone slab colour of Sqm 5280 4481.3 23661264 20 Black, Cherry/Ruby Red or equivalent 11.56.2 Polished Granite stone slab of all Sqm 2400 3071.05 7370520 21 colour and texture except Black, Cherry/Ruby Red Total 72582299.70 Item- 10 12.0--ROOFING S No. Item No Description of Item Unit Qty Rate Amount 12.0 ROOFING 12.1S SHEET ROOFING Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer 12.5 coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : 12.5.1 1.60 mm thick with zinc coating not Metre 432 1863.9 805204.8 1 less than 350 gm/m2 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, 12.41 including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2 12.41.2 110 mm diameter Metre 3207 377.4 1210321.8 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 12.42 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.4 Single tee without door 3 12.42.4.2 110x110x110 mm Each 72 221.35 15937.2 12.42.5 Bend 87.5 degree 4 12.42.5.2 110 mm bend Each 43 150.35 6465.05 12.42.6 Shoe (Plain) 5 12.42.6.2 110 mm Shoe Each 216 131.85 28479.6 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood 12.43 plugs, 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. 6 12.43.2 110 mm Each 807 371.3 299639.1 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 12.45 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.1 12.5 mm thick tapered edge gypsum Sqm 700 1355.8 949060 plain board conforming to IS: 2095- 7 (Part I) :2011 (Board with BIS certification marks) JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 12.50 Providing and fixing precoated Sqm 21625 738.65 15973306.25 galvanised 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 8 have 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. Providing and fixing precoated galvanised steel sheet roofing accessories 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 12.51 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 using self drilling/ self tapping screws complete : 9 12.51.1 Ridges plain (500 - 600mm) Metre 1185 532.35 630834.75 10 12.51.2 Flashings/ Aprons.( Upto 600 mm) Metre 1200 485.6 582720 11 12.51.6 Gutter (600 mm over all girth) Metre 1200 1313.7 1576440 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of 12.52 the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.52.3 12.5 mm thick square edge PVC Sqm 450 2215.15 996817.5 Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the 12 face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Total 23075226.05 Item- 11 13.0--FINISHING S No. Item No Description of Item Unit Qty Rate Amount 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 1 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 650 333.35 216677.5 13.3 20 mm cement plaster of mix : 2 13.3.2 1:6 (1 cement: 6 fine sand) Sqm 500 450 225000 13.11S CEMENT PLASTER IN TWO COATS JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 13.11 18 mm cement plaster in two coats Sqm 14405 518.55 7469712.75 under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) 3 finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 13.16S 6 mm CEMENT PLASTER 13.16 6 mm cement plaster of mix : 4 13.16.1 1:3 (1 cement : 3 fine sand) Sqm 1012 300.45 304055.4 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 6780 262.7 1781106 putty of 2 mm thickness over plastered 5 surface to prepare the surface even and smooth complete. 13.31S POINTING ON BRICK WORK Pointing on brick work or brick flooring 13.31 with cement mortar 1:3 (1 cement : 3 fine sand): 13.31.1 Flush / Ruled/ Struck or weathered Sqm 25 257.35 6433.75 6 pointing 13.33S POINTING ON STONE WORK Pointing on stone work with cement 13.33 mortar 1:3 (1 cement : 3 fine sand) : 7 13.33.1 Flush/ Ruled pointing Sqm 7095 385.4 2734413 13.37S INTERIOR FINISHING White washing with lime to give an 13.37 even shade : 8 13.37.1 New work (three or more coats) Sqm 6 39.05 234.3 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over Sqm 165 185.65 30632.25 and including water thinnable priming 9 coat with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with Acrylic Smooth 13.46 exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ Sqm 3730 160.6 599038 1.67 ltr/10 sqm over and including 10 priming coat of exterior primer applied @ 0.90 litre/10 sqm) Finishing walls with Premium Acrylic 13.47 Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied Sqm 510 171.1 87261 @ 1.43 ltr/10 sqm over and including 11 priming coat of exterior primer applied @ 0.90 litre/10 sqm) Finishing with Deluxe Multi surface paint system for interiors and exteriors 13.48 using Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Sqm 445 170.7 75961.5 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 12 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 13.50 Applying priming coat: JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 13.50.2 With ready mixed aluminium primer of Sqm 350 74.65 26127.5 13 approved brand and manufacture on resinous wood and plywood Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's 13.52 specifications including appropriate priming coat, preparation of surface, etc. complete. 14 13.52.1 On steel work Sqm 400 241.75 96700 Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 15 13.61.1 Two or more coats on new work Sqm 8145 155.9 1269805.5 Painting with synthetic enamel paint of 13.62 approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over Sqm 1800 226.25 407250 an under coat of suitable shade with 16 ordinary paint of approved brand and manufacture Painting with aluminium paint of 13.63 approved brand and manufacture to give an even shade . 17 13.63.1 Two or more coats on new work Sqm 7200 146.8 1056960 Polishing on wood work with ready 13.69 mixed wax polish of approved brand and manufacture : 18 13.69.1 New work Sqm 650 197.65 128472.5 Total 16515840.95 Item- 12 15.0--DISMANTLING AND DEMOLISHING S No. Item No Description of Item Unit Qty Rate Amount 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means 15.2 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 214 2434.25 520929.5 1 (including equivalent design mix) 15.2.2 Nominal concrete 1:4:8 or leaner mix cum 244 1503.6 366878.4 2 (including equivalent design mix) Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable 15.9 material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 3 15.9.2 In cement mortar cum 25 2458.95 61473.75 15.18 Dismantling steel work in built up Kg 13200 5.65 74580 sections in angles, tees, flats and channels including all gusset plates, 4 bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 15.20 Extra for dismantling trusses, rafters, kg per 13200 .85 11220 purlins etc. of steel work for every metre 5 additional span of one metre or part span thereof beyond 10 metres Dismantling tile work in floors and roofs laid in cement mortar including 15.23 stacking material within 50 metres lead. 6 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 575 73.4 42205 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 15.25 Dismantling stone slab flooring laid in Sqm 10 266.45 2664.5 cement mortar including stacking of 7 serviceable material and disposal of unserviceable material within 50 metres lead. Dismantling roofing including ridges, hips, valleys and gutters etc., and 15.28 stacking the material within 50 metres lead of: 8 15.28.2 Asbestos Cement sheet Sqm 165 77.3 12754.5 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of 15.43 unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 9 15.43.1 Water bound macadam road Sqm 265 217.45 57624.25 10 15.43.2 bituminous road Sqm 300 428.5 128550 15.59 Dismantling of flexible pavement cum 36 420.8 15148.8 (bituminous courses) by mechanical 11 means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. 15.60 Disposal of building rubbish / malba / cum 770 263.95 203241.5 similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, 12 unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Total 1497270.20 Item- 13 16.0--ROAD WORK S No. Item No Description of Item Unit Qty Rate Amount 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub Sqm 4050 218.9 886545 grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, 1 dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.3 Supplying and stacking at site. 16.3.3 53 mm to 22.4 mm size stone cum 4476 1842.3 8246134.8 2 aggregate 16.4 Laying, spreading and compacting cum 4476 1046.95 4686148.2 stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 3 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.30S PREMIX CARPET JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 16.39 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : 16.39.2 With paving asphalt grade VG - 30 with Sqm 100 568.6 56860 4 no solvent 16.42S CONCRETE PAVEMENTS 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, levelling to required 16.43 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 3000 10529.35 31588050 5 mixing machine 16.43.2 Cement concrete manufactured in cum 3200 11098.45 35515040 automatic batching plant (RMC plant) 6 including transportation to site in transit mixer 16.45 Providing and fixing pre-moulded joint per cm 1835 5.3 9725.5 filler in expansion joints of RCC roads / depth CC pavements after making the joints per cm dust free with high pressure air jet width cleaners, all complete as per direction per of the Engineer-in-Charge. (Pre- metre 7 moulded joint fillers shall be made of length bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion 16.46 j o i n t s in roads / pavements all complete as per direction of the Engineer-in-Charge. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 16.46.1 per cm 1835 8.65 15872.75 Providing and filling in position depth rubberized bitumen hot sealing per cm compound for sealing of expansion 8 width j o i n t s in roads / pavements all per complete as per direction of the metre Engineer-in-Charge. length 16.49S MISCELLANEOUS 16.68 Providing and laying 60mm thick Sqm 90 972 87480 factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of 9 approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.69 Providing and laying at or near ground cum 150 10117.6 1517640 level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp 10 curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). 16.75 Providing and laying C.C. pavement of cum 652 9823.8 6405117.6 mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum 11 dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, 16.91 compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 Sqm 1500 1091.5 1637250 12 grade with approved color design and pattern. Total 90651863.85 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Item- 14 17.0--SANITARY INSTALLATIONS S No. Item No Description of Item Unit Qty Rate Amount 17.0 SANITARY INSTALLATIONS 17.1S General 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, 17.1 with manually 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 Each 11 6767.4 74441.4 1 W.C. pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 17.2 with manually 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 : 17.2.1 W.C. pan with ISI marked white solid Each 9 6515.55 58639.95 2 plastic seat and lid Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic 17.4 flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white Each 21 6258.75 131433.75 3 P.V.C. automatic flushing cistern Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of 17.7 standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 White Vitreous China Flat back wash Each 18 1879.2 33825.6 4 basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 17.8 Providing and fixing white vitreous Each 18 1683.35 30300.3 china pedestal for wash basin 5 completely recessed at the back for the reception of pipes and fittings. 17.16A Providing and fixing 8 mm dia C.P. / Each 15 349.15 5237.25 S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to 6 European type W.C. of quality and make as approved by Engineer - in - charge. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing white vitreous china laboratory sink including making 17.27 all connections excluding cost of fittings : 7 17.27.1 Size 450x300x150 mm Each 7 2512.75 17589.25 Providing and fixing P.V.C. waste pipe 17.28 for sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 8 17.28.2.2 40 mm dia Each 25 119.55 2988.75 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 : 9 17.32.4 Rectangular shape 1500x450 mm Each 18 2093 37674 Providing and fixing soil, waste and 17.35 vent pipes : 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: Metre 56 1151.9 64506.4 10 1729 Providing and fixing plain bend of 17.39 required degree. 17.39.1 100 mm dia 11 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 8 470.45 3763.6 Providing and fixing single equal plain 17.44 junction of required degree : 17.44.1 100x100x100 mm 12 17.44.1.1 Sand cast iron S&S as per IS - 1729 Each 8 626.95 5015.6 Providing and fixing trap of self cleansing design with screwed down or 17.60 hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1 100 mm inlet and 100 mm outlet 13 17.60.1.1 Sand cast iron S&S as per IS: 3989 Each 8 1996.5 15972 Providing and fixing PTMT Waste 17.69 Coupling for wash basin and sink, of approved quality and colour. 17.69.1 Waste coupling 31 mm dia of 79 mm Each 24 115.3 2767.2 14 length and 62mm breadth weighing not less than 45 gms Providing and fixing PTMT Bottle Trap 17.70 for Wash basin and sink. 17.70.1 Bottle trap 31mm single piece Each 24 367.1 8810.4 moulded with height of 270 mm, effective length of tail pipe 260 mm 15 from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 17.71 Providing and fixing PTMT liquid soap Each 15 168.35 2525.25 container 109 mm wide, 125 mm high and 112 mm distance from wall of 16 standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 17.72 Providing and fixing PTMT towel ring Each 15 231.95 3479.25 trapezoidal shape 215 mm long, 200 mm wide with minimum distances of

fittings arrangement of approved quality and colour, weighing not less than 88 gms. Providing and fixing PTMT towel rail complete with brackets fixed to 17.73 wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total Each 6 708.95 4253.7 length of 645 mm, width 78 mm and 18 effective height of 88 mm, weighing not less than 190 gms. 17.75 Providing and fixing PTMT 15 mm Each 21 107.2 2251.2 Urinal spreader size 95x69x100 mm 19 with1/2" BSP thread and shapes, weighing not less than 60 gms. Providing and fixing PTMT urinal cock 17.76 of approved quality and colour. 17.76.1 15 mm nominal bore, 80 mm long, 42 Each 21 175.4 3683.4 mm high and 30mm wide with BSP 20 female threads weighing not less than 48 gms Total 509158.25 Item- 15 18.0--WATER SUPPLY S No. Item No Description of Item Unit Qty Rate Amount 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 pipes & fittings 18.8 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. 1 18.8.2 20 mm nominal dia Pipes Metre 255 537.6 137088 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing 18.9 of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 2 18.9.2 20 mm nominal dia Pipes Metre 230 274.3 63089 3 18.9.4 32 mm nominal dia Pipes Metre 410 438.6 179826 4 18.9.6 50 mm nominal dia Pipes Metre 380 794.25 301815 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. 18.11 concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 5 18.11.1 15 mm dia nominal bore Metre 70 580.45 40631.5 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing G.I. pipes complete with G.I. fittings including 18.12 trenching and refilling etc. External work 6 18.12.2 20 mm dia nominal bore Metre 70 368.6 25802 18.14 Fixing water meter and stop cock in Each 4 812.3 3249.2 G.I. pipe line including cutting and threading the pipe and making long 7 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 : 8 18.15.1 15 mm nominal bore Each 48 353.25 16956 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying flanged C.I. standard specials such as tees, bends, 18.26 collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : 9 18.26.1 Up to 300 mm dia Quintal 36 8913.15 320873.4 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Per 10500 11 115500 floor levels) polyethylene water Litre storage tank, IS : 12701 marked, with cover and suitable locking 10 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT stop cock of 18.55 approved quality and colour. 18.55.1 15 mm nominal bore, 86 mm long, Each 32 118.5 3792 11 weighing not less than 88 gms 18.55.2 20 mm nominal bore, 89 mm long, Each 32 129.9 4156.8 12 weighing not less than 88 gms Providing and fixing PTMT, push cock 18.57 of approved quality and colour. 18.57.1 15 mm nominal bore, 98 mm long, Each 32 112.8 3609.6 13 weighing not less than 75 gms AIR VALVE & WATER METER (BULK 18.59S 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. 18.62.1 15 mm nominal bore, 105 mm long, Each 9 182.1 1638.9 14 weighing not less than 138 gms 18.62.2 20 mm nominal bore, 120 mm long, Each 8 257.6 2060.8 15 weighing not less than 198 gms Providing and laying S&S Centrifugally 18.72 Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72.2 150 mm dia Ductile Iron Class K-7 Metre 720 1789.6 1288512 16 pipes Total 2508600.20 Item- 16 19.0--DRAINAGE S No. Item No Description of Item Unit Qty Rate Amount 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the 19.1 proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 1 19.1.2 150 mm diameter Metre 305 695.8 212219 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of 19.6 cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2 19.6.4 300 mm dia. R.C.C. pipe Metre 650 994.3 646295 Total 858514.00 Item- 17 21.0--ALUMINIUM WORK S No. Item No Description of Item Unit Qty Rate Amount 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ 21.1 neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised Kg 103 495.05 50990.15 transparent or dyed to required shade 1 according to IS: 1868, Minimum anodic coating of grade AC 15) 21.1.1.2 Powder coated aluminium (minimum Kg 1100 530.9 583990 2 thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making 21.1.2 provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 280 598.6 167608 transparent or dyed to required shade 3 according to IS: 1868, Minimum anodic coating of grade AC 15) JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in 21.2 aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with Sqm 20 1139.3 22786 4 decorative lamination on one side and balancing lamination on other side Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 21.3 complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.3 With float glass panes of 8 mm Sqm 200 1685.4 337080 5 thickness (weight not less than 20 kg/sqm) Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting 21.4 floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 21.4.1 With stainless steel cover plate Each 10 2823.85 28238.5 6 minimum 1.25 mm thickness Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon 21.8 sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 7 21.8.1 Upto 5mm depth and 5 mm width Metre 220 96.75 21285 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm 21.12 thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. 21.12.1 Anodized (AC 15 ) aluminium tubular Each 31 575.75 17848.25 8 handle bar Providing and fixing aluminium round shape handle of outer dia 100 mm 21.16 with SS screws etc. complete as per direction of Engineer-in-charge 9 21.16.1 Anodized (AC 15 ) aluminium Each 4 107.9 431.6 JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 21.17 Providing and fixing anodised Kg 572 638.35 365136.2 aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm 10 centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). Total 1595393.70 Item- 18 24.0--CONSERVATION OF HERITAGE BUILDINGS S No. Item No Description of Item Unit Qty Rate Amount CONSERVATION OF HERITAGE 24.0 BUILDINGS 24.1S General 24.2 Providing and fixing double scaffolding Sqm 1150 338.25 388987.5 system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and 1 maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in- charge. Total 388987.50

Item Breakup - B-USSOR 2021 Items

Using Soil Class SQ1 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 o f 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 Contract.

In all conditions and classifications of cum soil except rock JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY P r o v i d i n g portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately.

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. Total 1235171.00 Item- 2 020000--CHAPTER - 2 : Bridge Works - Substructure S No. Item No Description of Item Unit Qty Rate Amount Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.

Taking out 100mm dia. & 450mm long Each disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720.

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

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain Hydrometer analysis JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal M i x 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 :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand (zone- cum III) : 4 graded stone aggregate 20 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone- cum III): 6 graded stone aggregate 40 mm nominal size).

P r o v i d i n g and laying in position cum 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 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. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY P r o v i d i n g 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.

Abutment & Pier Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, e.g. Sqm 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

All types of bridge super-structures, Sqm e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. Supply and using Cement at Worksite

Ordinary Portland Cement 43 grade MT 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.

Thermo-Mechanically Treated bars of Kg grade Fe-500D or more of approved brands/makes. Total 14627708.77 Item- 3 040000--CHAPTER - 4 : Bridge Works - Super Structure (Steel) S No. Item No Description of Item Unit Qty Rate Amount JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per a p p r o v e d Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%

Plate Girder/Composite Girder (Steel Work)

Extra for using steel conforming to MT Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062

Deduct for using steel conforming to MT Quality "BR" instead of Quality "B0" of Grade designation E250 as per IS:2062.

Supplying and fixing HSFG bolts of any Kg dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 f o r bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication Painting cleaned triangulated bridge girders including all scaffolding, along with provision of Jhoola / hanging scaffolding ladder where required. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY

With one coat ready mix Zinc Sqm Chromate conforming to IS:104 with DFT of 25-30 Microns followed by one coat of Zinc Chrome red oxide conforming to IS:2074 with DFT of 25 Microns.

With two cover coats of ready-mixed Sqm paint conforming to IS:13607 with colour/shades, as decided by Engineer- in charge. Note: DFT of each coat shall be 20-25 microns.

With two coats Aluminium paint in dual Sqm containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat.

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by E n g i n e e r- i n - c h a r g e . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 141338797.28 Item- 4 070000--CHAPTER - 7 : Turnouts and Renewals S No. Item No Description of Item Unit Qty Rate Amount 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.

1 in 8½ Turnout

1 in 12 Turnout JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN 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.

1 in 8½ Turnouts 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.

1 in 8½ Turnouts

1 in 12 Turnouts Total 1510441.23 Item- 5 090000--CHAPTER - 9 : Welding Activities S No. Item No Description of Item Unit Qty Rate Amount JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion 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 s l i p s , including marking of welded j o i n t , 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 portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. 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.

For 60 Kg/60EI-R260 grade Rail, Single Each shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. 25mm gap Cess Welding with Railway's welding portion and finishing o f weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's 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 all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1 . Only welding portion and related accessories as per Annexure - I shall be supplied by Railways. 2 . Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY

For 60 Kg/60EI-R260 grade Rail, Single Each shot crucible fitted with Automatic Tapping Thimble, 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique.

For 52 Kg - 90 UTS or 52 Kg-72 UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 1076638.50 Item- 6 120000--CHAPTER - 12 : Activities at Construction Sites S No. Item No Description of Item Unit Qty Rate Amount

Dismantling of existing LWR/SWR track TRM of 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. 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 f a s t e n i n g s 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.

For sleeper density of 1540 sleepers TRM per km Total 984133.00 Item- 7 130000--CHAPTER - 13 : Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition o f Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 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.

For PSC Sleeper Track with Sleeper TRM Density of 1540 Third or subsequent Through Packing o f track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1540 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 train over it.

1 in 8½ PSC layout

1 in 12 PSC layout Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

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

For 60 Kg Rails

For 52 Kg Rails Total 1788735.63 Item- 8 160000--CHAPTER - 16 : Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Cutting of rails with Rail Cutting Machine (Saw type) in all types of rail sections with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Cutting Machine (Saw type) will be as per RDSO Specification No. TM/SM/4, dated 24.04.1991. Note: This item shall only be used in specific circumstances on specific order of Engineer-in-Charge.

60 Kg - 90 UTS - Outside Track

52 Kg - 90 UTS - Outside Track 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.

Outside Track Total 181351.20 Item- 9 170000--CHAPTER - 17 : Handling of Materials S No. Item No Description of Item Unit Qty Rate Amount Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

I n Wagon where mechanical handling MT is possible a n d 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.

From handling 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.

I n Wagon where mechanical handling MT is possible a n d traffic block is not required or in Truck / trailer JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid- section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

I n Wagon/Truck / trailer where MT mechanical handling is possible and traffic block is not required. Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead beyond 100 Km and up to 150 MT Km

Extra for every Km per MT beyond 150 MT-Km Km 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.

Lead beyond 100 Km and up to 150 MT Km

Extra for every Km per MT beyond 150 MT-Km 1067500.00 Km over item no. 172057 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.

From Truck / Trailer JODHPUR DIVISION-GATI SHAKTI/NORTH WESTERN RLY 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.

From Truck / Trailer Total 6797855.95 Item- 10 210000--CHAPTER - 21 : Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount

Supply and fixing in position pre-cast Each 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.

Manufacturing and fixing buffer stop Each with 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 separately. Total 54109.68

Item Breakup - C-All Non Scheduled Items

NS09-(A)- Upto a lead of 150 meter

NS09-(B)- Extra for lead beyond 150m cum but up to 500 M Total 744190.50