Improvements to Platforms at JTJ station (NSG 3) in ADEN/JTJ Sub Division.

Schedule of Rates 2021 (Formation,Br & Pway works) for Chennai Division.

Item no 1: Tactile pathway in the platform zoning location, parking location with approach road,

Ramps, Low height ticket counter and Signages.

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

Providing 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

1 013041 With provision of one 50mm wide retro- Metre 4716.01 246.43 1162166.34

reflective tape in horizontal direction, duly

secured/tight with vertical posts.

2 013080 Shoring with 'Z' section MS sheet piles side Sqm 690.88 1010.15 697892.43

by side in all kinds of soil mechanically or

manually as per approved drawing with

contractor's own arrangement complete in

all respects and removal of sheet piles after

completion of the work as directed by

engineer in-charge Note: Payment will be

made as per actual driven length of pile.

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.

CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY

Preparation of completion drawings of yard

in AutoCAD, showing all the details, such as

circulating area, approach road, platform

shelter, platform, FOB etc., showing relevant

particulars to appropriate scale as per IR's

Engineering Code on approved quality,

transparent media as per details supplied

by Railways, including submission of check

print for proof checking, duly incorporating

the suggested corrections and modifications

and supplying the final plot on approved

quality & transparent media with six copies

of ammonia prints complete and soft copy,

as directed by Engineer in-charge Note: (i)

Drawings shall be prepared by using latest

drawing making softwares AutoCAD, Work

station etc. and printing shall be done on

high end latest plotters. (ii) Stage Payment -

(a) For check print - 40% (b) For Paper

tracing - 40% (c) For Ammonia print & soft

4 124041 Completion drawing of yard at junction Each 1.00 7571.72 7571.72

Item Breakup - D-List of items of work that are covered under Delhi Schedule of Rates 2023

of 88 mm, weighing not less than 190 gms. 17.74 Providing and fixing PTMT shelf 440 mm Each 15 713.2 10698 long, 124 mm width and 36 mm height of 54 approved quality and colour, weighing not less than 300 gms. 17.78 Providing and fixing white vitreous china Each 2 14999.15 29998.3 extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous 55 china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 17.81 Providing and fixing floor mounted, white Each 6 18212.9 109277.4 vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual 56 flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 57 18.8.2 20 mm nominal dia Pipes Metre 150 537.6 80640 CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY 58 18.8.3 25 mm nominal dia Pipes Metre 150 627.25 94087.5 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc. External work 59 18.12.6 50 mm dia nominal bore Metre 50 762.15 38107.5 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 60 18.15.1 15 mm nominal bore Each 25 353.25 8831.25 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 61 18.17.4 50 mm nominal bore Each 5 1026.65 5133.25 Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet 62 18.22.2 150 mm diameter Each 15 222.35 3335.25 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 18.33 mm nominal size ) including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.33.1 With common burnt clay F.P.S.(non Each 10 10862.4 108624 63 modular) bricks of class designation 7.5 18.48 Providing and placing on terrace (at all floor Per 10000 11 110000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable 64 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 65 18.53.1 15mm nominal bore Each 5 574.3 2871.5 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking 19.5 of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 66 19.5.3 200 mm diameter Metre 100 104.7 10470 CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), 19.7 inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total 19.7.1 weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non Each 20 12770.55 255411 67 modular) bricks of class designation 7.5 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total 19.7.2 weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.7.2.1 With common burnt clay F.P.S. (non Each 10 26405.5 264055 68 modular) bricks of class designation 7.5 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 19.21 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 69 19.21.2 For pipes 250 to 300 mm diameter Each 20 922.4 18448 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb 19.32 shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non Each 2 26861.9 53723.8 70 modular) bricks of class designation 7.5 22.0 WATER PROOFING 22.1S General Grading roof for water proofing treatment 22.14 with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse cum 37.01 8042.3 297645.52 71 sand : 4 graded stone aggregate 20 mm nominal size) CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY 22.22A Providing and applying fibre reinforced Sqm 306 563.1 172308.6 elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted 72 elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.73S PREFAB/PRECAST TECHNOLOGY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum 26.86 frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). 73 26.86.5 Frame size 65 x 100 mm Metre 90 1111.3 100017 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58- 60 (Suspension Grade), calcium carbonate a n d natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) 26.87 & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 74 26.87.1 30 mm thick Sqm 28.35 4346.7 123228.95 Total 13525078.72 Item- 3 Item no :3 Platform shelter IRS type shelter ( 16 bay x 16.5 m x 9.58 m). S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY By Mechanical Transport including loading, 1.1 unloading and stacking 1.1.2 Earth 1 1.1.2.1 1km cum 354.37 217.55 77093.19 By Manual Labour including loading, 1.2 unloading and stacking for lead less than 0.50 KM 1.2.1 Lime, moorum, building rubbish 1.2.1.1 Cost of carriage including loading, unloading cum 354.37 227.18 80505.78 2 & stacking for first 50 metres 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 2.6 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 3 2.6.1 All kinds of soil cum 354.37 177.5 62900.68 2.25 Filling available excavated earth (excluding cum 182.82 196 35832.72 rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 4 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 2.27 Supplying and filling in plinth with sand cum 17.72 2123.75 37632.85 5 under floors, including watering, ramming, consolidating and dressing complete. 2.36 Extra for levelling & neatly dressing of cum 354.38 93.05 32975.06 6 disposed soil completely as directed by Engineer-in-charge. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 202.85 7294.7 1479729.9 derived from natural sources : 6 graded 7 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 8 4.3.1 Foundations, footings, bases for columns Sqm 309.43 392.15 121342.97 5.0 REINFORCEMENT CEMENT CONCRETE 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 c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / 5.33 retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, 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 CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY 5.33.1.1 Concrete of M25 grade with minimum cum 20 9504.75 190095 9 cement content of 330 kg /cum 10.0 STEEL WORK 10.1S General 10.2 Structural steel work riveted, bolted or Kg 54666.16 133.7 7308865.59 welded in built up sections, trusses and 10 framed work, including cutting, 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 10.16 position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 11 10.16.1 Hot finished welded type tubes Kg 2000 194.4 388800 10.19 Providing and fixing mild steel round holding Kg 1000 97.2 97200 12 down bolts with nuts and washer plates complete. 10.20 Providing and fixing bolts including nuts and Kg 3363.57 159.35 535984.88 13 washers complete. 11.0 FLOORING 11.1S General 11.7 Cement concrete pavement with 1:2:4 (1 cum 36 8595.15 309425.4 cement : 2 coarse sand : 4 graded stone 14 aggregate 20 mm nominal size), including finishing complete. 11.8 Extra for making chequers of approved Sqm 2000 83.85 167700 15 pattern on cement concrete floors, steps, landing, pavements etc. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 12.50 Providing and fixing precoated galvanised Sqm 2772 738.65 2047537.8 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 16 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 : 17 12.51.6 Gutter (600 mm over all girth) Metre 198 1313.7 260112.6 13.0 FINISHING CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY 13.44S EXTERIOR FINISHING 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate Sqm 1325.66 67.4 89349.48 18 primer of approved brand and manufacture on steel galvanised iron/ steel works Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 19 13.63.1 Two or more coats on new work Sqm 2651.37 146.8 389221.12 Total 13712305.02 Schedule U-List of items of work that are covered under Southern Railway Unified Standard