MADURAI DIVISION - Augmentation of covered sickline shed and allied facilities for Coach maintenance at Tirunelveli junction and Creation of MRF facility at Tuticorin and Kovilpatti Railway station-Engineering portion of work.

Cement and steel)

Item- 1 SW-I -Sickline extension for 21m of 2 Nos.

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

1 071030 Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers Set 2.00 5818.47 11636.94

including leading the dismantled Buffer stop materials to nominated places

within station yard limits and stacking as material-wise and classification-wise

duly releasing all fittings carefully without causing any damage with all

contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc.,

complete as directed by the Engineer-in-charge.

2 083030 Boxing and profiling of ballast as per procedure prescribed in latest edition of TRM 42.00 29.22 1227.24

IRPWM including cess dressing on both sides of track. The work will include

removing excess ballast from track and putting the same in crib and shoulder

by leading to a maximum of 50m including crossing of track, deweeding on

ballast section etc and as directed by Engineer-In charge.

3 083040 Removing, screening and salvaging ballast from track, duly digging / scarifying cum 210.00 344.21 72284.10

ballast by beaters / wire brushes or any mechanical means, leveling and

dressing formation with specified cross slope after salvaging ballast,

separating muck by screening the salvaged ballast with contractor's 20mm

size sieve, stacking of screened ballast for measurement, disposing off muck

at specified locations with all lead & lifts as directed by Engineer in-charge.

Note: Payment shall be made for quantity of ballast stacked after screening of

retrieved ballast from track.

Manufacturing, supply and stacking of machine crushed Track Ballast

conforming to RDSO Specification (IRS-GE-1) with latest correction slips at

Railway depot or nominated location. Note: Distance of nearest quarry

mentioned in each sub-item is only for the purpose of selecting the items for

preparation of estimates/tender schedule, based on the minimum distance

between nearest quarry and centre of supply points and will not affect the

selection of quarry during physical supply in any way till prescribed

specification is met fully.

5 092030 25mm gap 'in-situ' welding during traffic block using Railway's welding portion Each 20.00 1806.57 36131.40

& Welder and finishing of weld to meet the prescribed tolerances and pass all

stipulated tests with all required labour, materials, consumables, tools,

equipments etc. to complete the work in all respect as per IR's "Manual for

Fusion Welding of Rails by Alumino - Thermic Process" with latest correction

slips, including marking of welded joint, painting weld collar with anticorrosive

paint, restoration of track near weld joint to original position and fixing of

joggled fish plate at new weld, to be removed after passing of weld in USFD

test as directed by Engineer in charge. Note: 1. Only welding portion and

related accessories as per Annexure - I and Welder shall be supplied by

Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile

Grinder for finishing. 3. 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.

6 121010 Dismantling of existing LWR/SWR track of any structure, removing rails, TRM 50.00 216.96 10848.00

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.

7 123100 Assembling, laying and linking of Broad Gauge track over CC apron, RCC/CC TRM 42.00 241.01 10122.42

Bed Blocks etc. to correct level & alignment, fixing of all fittings with rails /

panels, aligning & leveling correctly, as directed by engineer in-charge. Rate is

inclusive of cutting rails, drilling holes for fixing fish plates, lubrication of

fittings & fastenings, fixing reference pillars, arrangement for keeping

assembly in correct position while concreting, as required.

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.

Third or subsequent Through Packing of 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.

Quick cutting with abrasive rail cutter of all types of rail sections including

wear resistant, head hardened rails up to 110 UTS, with contractors tools &

plants, equipment, consumable with all lead & lift etc. complete as directed by

Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No.

TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel

Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY

Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including

chamfering with appropriate chamfering tools in all types of rail section with

contractor's tools & plants, equipment, consumable with all lead & lift etc.

complete, as directed by Engineer in-charge. Rail Drilling Machine will be as

per RDSO Specification No. TM/SM/3, dated 24.04.1991.

Loading of rails of any section and length up to 13 metres in Wagons / Truck /

trailer including lead up to 50 metres and lift up to 5 metres.

12 171014 I n Wagon where mechanical handling is possible a n d traffic block is not MT 4.00 165.78 663.12

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.

13 171053 From Wagon where mechanical handling is possible a n d traffic block is not MT 4.00 121.63 486.52

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

14 172014 I n Wagon where mechanical handling is possible a n d traffic block is not MT 20.00 132.26 2645.20

required or in Truck / trailer

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.

Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by

road vehicles for different leads. Note: 1. Lead shall be the shortest motorable

road length between the points of loading and unloading. 2. Loading and

unloading shall be paid extra under relevant items.

Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length

in Depot / Station / Mid-section between stations in neat manner for Railway

usage from departmental material train (DMT) or contractor's / Railway's

Truck/Trailer with crane or any other means including crossing of one track

and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools &

plants, machinery, consumables etc. Note: In case of any damage to sleeper

during loading, penalty @ 50% of the all inclusive cost of sleeper shall be

19 183020 Fabrication including cutting, bending/machining and fixing of check rails of all TRM 42.00 1307.16 54900.72

rail sections over PSC Sleepers as per Railway's approved drawings &

specifications for level crossings / trolley paths/inspection lines in yards duly

cutting rail flanges, wherever required to correct alignment and level, drilling

of holes with machine in check rails and fixing to Running rail and sleepers

with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets,

packing pieces, bolts, washers etc including grinding of brackets if required,

fixing of Railway's wooden blocks at flare ends duly cutting and plaining,

crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of

holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2.

Required P.Way materials will be supplied at SSE/P.Way stores.

Hiring of machinery for minor miscellaneous works for short duration including

operator/driver, fuel, lubricants and consumable. The contractor shall arrange

all statutory permits as required by rules and regulations prevailing in the area

of work. Payment shall be made for actual working hours at site.

20 211201 JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket Hour 100.00 867.49 86749.00

21 211202 Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. Hour 50.00 1459.19 72959.50

works of handling of material

22 211203 Tractor with Trolley for local transportation or other misc. works. Hour 50.00 641.10 32055.00

23 211250 Manufacturing and fixing buffer stop with Railway supplied rails, cutting, Each 2.00 17110.32 34220.64

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.

Item- 2 SW-II -Tandem wheel lathe shed 19.80m x 60m.

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

1 052260 Dewatering of natural or accumulated water from any location. Payment to be HP Hour 400.00 74.78 29912.00

done for Horse power of pump multiplied by pumping hours.

Hiring of machinery for minor miscellaneous works for short duration including

operator/driver, fuel, lubricants and consumable. The contractor shall arrange

all statutory permits as required by rules and regulations prevailing in the area

of work. Payment shall be made for actual working hours at site.

2 211201 JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket Hour 300.00 867.49 260247.00

Item- 3 SW-V - 4m wide bitumen approach road 240m long.

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

MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY

Hiring of machinery for minor miscellaneous works for short duration including

operator/driver, fuel, lubricants and consumable. The contractor shall arrange

all statutory permits as required by rules and regulations prevailing in the area

of work. Payment shall be made for actual working hours at site.

1 211201 JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket Hour 100.00 867.49 86749.00

Schedule Schedule A2b-(List of works which are covered in the printed SR's Unified Standard Schedule of Rates 2021 of Madurai Division)

Item- 1 SW I - Proposed construction of material recovery shed at Kovilpatti & Tuticorin (Size-6.00 m x 4.50 m)

Hiring of machinery for minor miscellaneous works for short duration including

operator/driver, fuel, lubricants and consumable. The contractor shall arrange

all statutory permits as required by rules and regulations prevailing in the area

of work. Payment shall be made for actual working hours at site.

1 211201 JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket Hour 20.00 867.49 17349.80

Schedule Schedule A3a-(List of works which are covered in the Delhi Schedule Of Rates 2021 for Steel)

Item- 1 SW-II -Tandem wheel lathe shed 19.80m x 60m.

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete above plinth level.

Item- 2 SW-III - Heavy duty flooring of 65m x 20m

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.

Item- 3 SW-VIII - Switch room for electrical substation.

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete above plinth level.

Schedule Schedule A3b-(List of works which are covered in the Delhi Schedule Of Rates 2021 for Steel)

Item- 1 SW 1 - Proposed construction of material recovery shed at Kovilpatti & Tuticorin (Size-6.00 m x 4.50 m)

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.

Item Breakup - A1a-(List of works which are covered in the Delhi Schedule Of Rates 2021 except steel)

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 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per 12.51 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 : 27 12.51.1 Ridges plain (500 - 600mm) Metre 60 450.6 27036 28 12.51.6 Gutter (600 mm over all girth) Metre 150 1110.6 166590 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 29 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 500 282 141000 13.44S EXTERIOR FINISHING 13.44 Finishing walls with water proofing cement paint of required shade : 30 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 400 97.6 39040 Painting with aluminium paint of approved brand and manufacture to give an 13.63 even shade . 31 13.63.1 Two or more coats on new work Sqm 120 121.45 14574 16.0 ROAD WORK 16.1S ROADS Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and 16.5 consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately) 32 16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 35 725.6 25396 Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling 16.6 complete including preparation of the surface and rolling. 33 16.6.1 With road roller/ hand roller Sqm 1750 21.8 38150 Providing and applying tack coat using bitumen emulsion conforming to 16.31 IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 16.35 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal Sqm 2800 205.25 574700 size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen 34 contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . 16.49S MISCELLANEOUS 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete cum 120 8277.55 993306 from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and 35 directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 19.2 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 36 19.2.4 250 mm diameter S.W. pipe Metre 150 1476.35 221452.5 Total 37899351.75 Item- 3 SW-III - Heavy duty flooring of 65m x 20m S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of 2.1 excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 1 2.1.1 All kinds of soil Sqm 1300 107 139100 2.27 Supplying and filling in plinth with sand under floors, including watering, cum 150 2161.2 324180 2 ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Centering and shuttering including strutting, propping etc. and removal of 4.3 form work for : 3 4.3.1 Foundations, footings, bases for columns Sqm 60 307.95 18477 5.0 REINFORCED CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 cum 260 8364.2 2174692 4 graded stone aggregate 20 mm nominal size derived from natural sources) 10.0 STEEL WORK 10.1 Structural steel work in single section, fixed with or without connecting plate, Kg 800 93.05 74440 5 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 16.0 ROAD WORK 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 & 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 slope/ 16.43 camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & 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). 16.43.2 Cement concrete manufactured in automatic batching plant (RMC plant) i/c cum 130 10006.65 1300864.5 6 transportation to site in transit mixer Total 4031753.50 Item- 4 SW-IV - 2m wide CC pathway 180m long. S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm 2.6 on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 40 205.45 8218 2.27 Supplying and filling in plinth with sand under floors, including watering, cum 35 2161.2 75642 2 ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding 4.1 the cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 cum 65 7365.15 478734.75 3 graded stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including strutting, propping etc. and removal of 4.3 form work for : 4 4.3.1 Foundations, footings, bases for columns Sqm 220 307.95 67749 11.0 FLOORING 11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded cum 60 7958.65 477519 5 stone aggregate 20 mm nominal size), including finishing complete. 13.0 FINISHING Wall painting with acrylic emulsion paint of approved brand and manufacture 13.60 to give an even shade : 6 13.60.1 Two or more coats on new work Sqm 200 137.85 27570 Total 1135432.75 Item- 5 SW-V - 4m wide bitumen approach road 240m long. S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS 1.1 By Mechanical Transport including loading,unloading and stacking 1.1.2 Earth 1 1.1.2.6 Beyond 5 km upto 10 km per km cum-km 5000 19.35 96750 2 1.1.2.7 Beyond 10 km upto 20 km per km cum-km 10000 15.78 157800 3 1.1.2.8 Beyond 20 km per addl. km cum-km 30000 12.73 381900 1.1.18 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled cum 100 411.3 41130 or waste material by mechanical transport including loading, transporting, 4 unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 2.0 EARTH WORK 2.25A Excavating, supplying and filling of local earth (including royalty) by cum 1000 368.65 368650 mechanical transport upto a lead of 5km also including ramming and watering 5 of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 15.0 DISMANTLING AND DEMOLISHING Dismantling manually/ by mechanical means including stacking of serviceable 15.43 material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 6 15.43.2 bituminous road Sqm 300 353.65 106095 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 Sqm 1200 180.5 216600 tonne capacity after excavating earth to an average of 22.5 cm depth, 7 dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. Providing and applying tack coat using bitumen emulsion conforming to 16.31 IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 16.31.1 With rapid setting bitumen emulsion MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 8 16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm Sqm 1000 11.6 11600 9 16.31.1.2 On bituminous surface @ 0.25kg/sqm Sqm 1000 7.9 7900 16.35 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal Sqm 1000 205.25 205250 size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen 10 contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . 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 sqm of road 16.39 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) : 16.39.1 With paving Asphalt grade VG - 10 heated and then mixed with solvent at the Sqm 2000 427.75 855500 11 rate of 70 grams per kg of asphalt 16.40S SEAL COAT 16.41 Providing and laying seal coat over prepared surface of road with bitumen Sqm 1000 106.1 106100 heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone 12 aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. 16.49S MISCELLANEOUS Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher 16.54 equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 16.54.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ cum 75 10013.3 750997.5 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by 13 weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with 16.57 electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.57.6 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% cum 50 11315.15 565757.5 (percentage by weight of total mix) and lime filler @ 3% (percentage by weight 14 of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, 16.78 spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. 16.78.3 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) cum 200 2612.95 522590 15 having CBR Value-20 16.79 Providing, laying, spreading and compacting graded stone aggregate (size cum 150 2803.65 420547.5 range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, 16 laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. Total 4815167.50 Item- 6 SW-VI - Tandem wheel lathe scrap yard 4m x 20m S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm 2.6 on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 30 205.45 6163.5 2.27 Supplying and filling in plinth with sand under floors, including watering, cum 15 2161.2 32418 2 ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding 4.1 the cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 cum 15 7365.15 110477.25 3 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 cum 10 6833.4 68334 4 graded stone aggregate 20 mm nominal size derived from natural sources) 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.1 designation 7.5 in foundation and plinth in: 5 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 15 6658.25 99873.75 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 : MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 6 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 20 8288.35 165767 10.0 STEEL WORK Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a 10.16 priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 7 10.16.1 Hot finished welded type tubes Kg 1200 154.9 185880 12.0 ROOFING 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. 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and Sqm 120 671.55 80586 pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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

supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 9 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 180 294.35 52983 Wall painting with acrylic emulsion paint of approved brand and manufacture 13.60 to give an even shade : 10 13.60.1 Two or more coats on new work Sqm 180 137.85 24813 Painting with synthetic enamel paint of approved brand and manufacture to 13.61 give an even shade : 11 13.61.1 Two or more coats on new work Sqm 70 131.45 9201.5 Total 836497.00 Item- 7 SW-VII - Electrical Sub station shed S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm 2.6 on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 40 205.45 8218 2.27 Supplying and filling in plinth with sand under floors, including watering, cum 30 2161.2 64836 2 ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding 4.1 the cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 cum 50 7365.15 368257.5 3 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 cum 20 6833.4 136668 4 graded stone aggregate 20 mm nominal size derived from natural sources) 6.0 MASONRY WORK 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 : 5 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 10 8288.35 82883.5 10.0 STEEL WORK Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a 10.16 priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 6 10.16.1 Hot finished welded type tubes Kg 5000 154.9 774500 12.0 ROOFING 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. 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and Sqm 500 671.55 335775 pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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

supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 8 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 100 294.35 29435 Wall painting with acrylic emulsion paint of approved brand and manufacture 13.60 to give an even shade : MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 9 13.60.1 Two or more coats on new work Sqm 100 137.85 13785 Painting with synthetic enamel paint of approved brand and manufacture to 13.61 give an even shade : 10 13.61.1 Two or more coats on new work Sqm 230 131.45 30233.5 Total 1844591.50 Item- 8 SW-VIII - Switch room for electrical substation. S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm 2.6 on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 20 205.45 4109 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 2.8 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 2.8.1 All kinds of soil. cum 10 286.85 2868.5 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of cum 5 253.95 1269.75 3 foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.27 Supplying and filling in plinth with sand under floors, including watering, cum 10 2161.2 21612 4 ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding 4.1 the cost of centering and shuttering - All work up to plinth level : 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 cum 5 6670.25 33351.25 5 graded stone aggregate 40 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE 4.11 Providing and laying damp-proof course 50mm thick with cement concrete Sqm 5 452.25 2261.25 6 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including strutting, propping etc. and removal of 5.9 form for 7 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 20 307.95 6159 8 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 20 766.55 15331 9 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 30 608.35 18250.5 10 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 25 804.25 20106.25 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 accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to 5.33 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 11 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 5 8683.8 43419 5.33.2 All works above plinth level upto floor V level 12 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 10 10306.2 103062 6.0 MASONRY WORK 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 : 13 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 15 8288.35 124325.25 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.12 designation 7.5 in foundations and plinth in : 14 6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 15 837.85 12567.75 6.14 Extra for half brick masonry in superstructure, above floor V level for every Sqm 15 12.6 189 15 four floors or part thereof by mechanical means. 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every Sqm 15 86.45 1296.75 16 third course of half brick masonry. 8.0 CLADDING WORK 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: Sqm 40 1063.45 42538 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as 17 approved by Engineer-in-Charge, in 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. 9.0 WOOD AND P.V.C. WORK MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 9.55S BRIGHT FINISHED M.S. FITTINGS Providing and fixing ISI marked IS : 1341 M.S. pressed butt hinges bright 9.55 finished with necessary screws etc. complete : 18 9.55.3 75x47x1.70 mm Each 10 32.75 327.5 9.57S COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 9.66 with necessary screws etc. complete : (copper oxized as per IS: 1378) 19 9.66.1 125 mm Each 2 35.2 70.4 9.72S BRASS FITTINGS Providing and fixing bright finished brass tower bolts (barrel type) with 9.74 necessary screws etc. complete : 20 9.74.3 150x10 mm Each 2 232.3 464.6 9.95S ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) 9.101 transparent or dyed to required colour and shade, with necessary screws etc. complete. 21 9.101.1 Single rubber stopper Each 10 35.5 355 9.105S GYPSUM BOARD PARTITIONS 9.118 Providing and fixing to existing door frames. 9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a Sqm 5 1790.65 8953.25 uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC 22 hollow section of size 100x24 mm and 2 mm (+/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter). Providing and fixing wire gauge shutters using stainless steel grade 304 wire 9.134 gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, 9.147A plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.147A.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), Sqm 5 10443.75 52218.75 made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall 23 thickness of 1.9 +/- 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) 9.147A.5 Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) Sqm 10 10746.9 107469 made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both 24 having wall thickness of 2.3 +/- 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm). Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion 9.147B welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in- Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.147B.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion Sqm 5 7249.9 36249.5

bead of appropriate dimension. (Area upto 0.75 sqm.) 10.0 STEEL WORK 10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to Each 2 185.95 371.9 26 shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. 11.0 FLOORING 11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded cum 20 7958.65 159173 27 stone aggregate 20 mm nominal size), including finishing complete. MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 11.41S VITRIFIED FLOOR TILES Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 11.41 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 28 11.41.2 Size of Tile 600x600 mm Sqm 20 1416.65 28333 12.0 ROOFING Providing, fixing and embedding sand cast iron accessories for rain water pipes 12.40 in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 12.41 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 29 12.41.2 110 mm diameter Metre 10 319.75 3197.5 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. 12.42.1 Coupler 30 12.42.1.2 110 mm Each 5 119.95 599.75 12.42.5 Bend 87.5 degrees 31 12.42.5.2 110 mm bend Each 5 132 660 12.42.6 Shoe (Plain) 32 12.42.6.2 110 mm Shoe Each 5 115.95 579.75 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. 33 12.43.2 110 mm Each 20 309.5 6190 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 Each 5 47.9 239.5 34 cm diameter and weighing not less than 440 grams. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 35 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 60 294.85 17691 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : 36 13.2.1 1:4 (1 cement: 4 fine sand) Sqm 30 339.7 10191 13.16S 6MM CEMENT PLASTER 13.16 6 mm cement plaster of mix : 37 13.16.1 1:3 (1 cement : 3 fine sand) Sqm 20 253.05 5061 13.44S EXTERIOR FINISHING 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including Sqm 60 166.85 10011 38 priming coat of exterior primer applied @ 2.20 kg/10 sqm) Painting with synthetic enamel paint of approved brand and manufacture to 13.61 give an even shade : 39 13.61.1 Two or more coats on new work Sqm 60 131.45 7887 17.0 SANITARY INSTALLATIONS 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 17.1 cistern, including flush pipe, 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 W.C. pan of size 580x440 mm with integral Each 1 5781.35 5781.35 40 type foot rests Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 17.7 32 mm C.P. brass waste of 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 basin size 550x 400 mm with single 15 Each 1 1679.6 1679.6 41 mm C.P. brass pillar tap 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of Each 1 1411.15 1411.15 42 approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 43 17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Metre 10 1077.4 10774 Providing and fixing PTMT towel rail complete with brackets fixed to wooden 17.73 cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and Each 1 600.35 600.35 44 effective height of 88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This 18.7 includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall 45 18.7.2 20 mm nominal dia Pipes Metre 15 325.1 4876.5 MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 46 18.7.3 25 mm nominal dia Pipes Metre 10 408.55 4085.5 47 18.7.6 50 mm nominal dia Pipes Metre 20 927 18540 Providing and fixing G.I. pipes complete with G.I. fittings including trenching 18.12 and refilling etc.-External work 48 18.12.6 50 mm dia nominal bore Metre 20 654.2 13084 18.15S BRASS FITTINGS 18.15 Providing and fixing brass bib cock of approved quality : 49 18.15.1 15 mm nominal bore Each 2 303.85 607.7 Providing and fixing gun metal gate valve with C.I. wheel of approved quality 18.17 (screwed end) : 50 18.17.4 50 mm nominal bore Each 2 878.25 1756.5 Providing and fixing ball valve (brass) of approved quality, High or low 18.18 pressure, with plastic floats complete : 51 18.18.2 20 mm nominal bore Each 2 397.45 794.9 18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading the 18.46 pipe and making long screws etc. complete (New work) : 52 18.46.2 20 mm nominal bore Each 2 289.05 578.1 53 18.46.3 25 mm nominal bore Each 2 369.35 738.7 54 18.46.6 50 mm nominal bore Each 2 706.7 1413.4 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage Litre 1000 9.7 9700 tank, IS : 12701 marked, with cover and suitable locking arrangement and 55 making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.1 Circular type 56 18.58.1.2 125 mm nominal dia with 25 mm waste hole Each 2 45.25 90.5 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff 19.1 mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 57 19.1.2 150 mm diameter Metre 50 591.4 29570 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 19.30 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 mix(1Cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two 19.30.2 inlets : 58 19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 7308.15 14616.3 21.0 ALUMINIUM WORK 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 21.1 EPDM rubber/ 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade Kg 50 433.95 21697.5 59 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required 21.1.2 including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade Kg 100 531.8 53180 60 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the 21.3 architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 61 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) Sqm 10 1019.8 10198 Total 1114783.70

Item Breakup - A1b-(List of works which are covered in the Delhi Schedule Of Rates 2021)

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. MADURAI DIVISION-GATI SHAKTI/SOUTHERN RLY 13.0 FINISHING 13.7S CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix : 16 13.7.2 1:4 (1 cement: 4 fine sand) Sqm 180 361.3 65034 13.44S EXTERIOR FINISHING 13.44 Finishing walls with water proofing cement paint of required shade : 17 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 180 97.6 17568 Painting with synthetic enamel paint of approved brand and manufacture to 13.61 give an even shade : 18 13.61.1 Two or more coats on new work Sqm 110 131.45 14459.5 Total 2043191.09 Schedule A2a-(List of works which are covered in the printed SR's Unified Standard Schedule of Rates 2021 of Madurai Division) (Except