Madurai Division: A)Transportation of fabricated RH girders of spans 20.4m - 2Nos. and 26.8m - 2Nos (total 4 nos) from EWS/AJJ to MDU, supply of Hbeam sleepers with its fittings, metalizing and assembling with other track structures to fit the girders for Bridge/LUS temporary works B)Construction and Improvement of gate lodge, toilet facilities and gate lodge shelters at various LC's in MDU Division.

B-(List of works which are not covered in Delhi schedule of Rates

A2-(List of steel items which are covered in Delhi schedule of Rates Above/

A1a-(List of works which are covered in the Southern Railways Above/

A1b-(List of works which are covered in Delhi schedule of Rates Above/

Item Breakup - A2-(List of steel items which are covered in Delhi schedule of Rates 2021)

of Rates 2021 of Madurai Division)

Item- 1 SW IRH Girder Provision

S No. Item Description of Item Unit Qty Rate Amount

Loading, transportation of Precast RCC Girders

/ Slabs / Ballast retainers / Steel Girders etc.

from Casting Yard to Site of Work, unloading

and stacking at site of work at prescribed

location as directed by Engineer-in-Charge

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.

Surface preparation of steel work of bridge

plate/composite girders by cleaning with

scrappers and/or wire brushes to remove all

rust and loose or perished paint to prepare

perfectly clean & dry bare metal surface free

from all dirt/foreign material & ready for initial

coat of paint for new or existing steel girders.

Rate includes cost of labour, consumables,

brushes, tools & plants, ladders, scaffoldings,

jhoola, hanging scaffolding staging etc.

twist in the foot of guard rails for fixing guard

rails on bridge as directed.

6 195020 Fabrication & supply of Galvanized H-beam MT 32.97 139687.16 4605485.67

Sleepers made out of the materials confirming

to IS 2062 of standard Rolled sections as per

approved drawing Nos RDSO/B/1636/4/R,5&9

complete and as directed by Engineer-in

charge. Note: Cost of steel fittings and GRSP

shall be paid separately.

dia. & 320mm long as per RDSO Drg. no. BA-

1636/I/R2 from RDSO approved sources

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Elastomeric Pads 25mm / 30mm thick and 4

nos of Grooved rubber pads as per RDSO

drawing No. B/1636/5 alt 2 to suit Insulated H

Beam sleepers from RDSO approved sources

with all contractor's material, lead, lift, labour,

tools, plant and transportation etc. complete

as per approved drawings and as instructed

by Engineer in-charge. Note: One Set consists

of 2 nos. Elastomeric Pad 25mm/30mm and 4

nos. Grooved Rubber Pad.

9 201080 Supplying of Zero toe load fixtures for H Beam Set 162.00 25169.12 4077397.44

sleepers of 52/60Kg Rails procured from RDSO

approved firms a s p e r RDSO approved

drawing with up-to-date correction slips and

specifications with all contractor's lead, lift,

labour, tools, plant, transportation etc.

complete as per instructions of Engineer in-

charge. Note: Complete fixture for 1 sleeper

shall constitute 1 set.

Schedule Schedule A1b-(List of works which are covered in Delhi schedule of Rates 2021)

Item- 1 SW I - Provision of shelter in front of gate lodges For 144 LC

S No. Item 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

2.6 in width as well as 10 sqm 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.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

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 priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

12.0 ROOFING

12.1S SHEET ROOFING

Providing corrugated G.S. sheet roofing

including vertical / curved surface fixed with

polymer coated J or L hooks, bolts and nuts 8

mm diameter with bitumen and G.I. limpet

washers or with G.I. limpet washers filled with

white lead, including a coat of approved steel

primer and two coats of approved paint on

overlapping of sheets complete (up to 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-ENGINEERING/SOUTHERN RLY

12.1.1 1.00 mm thick with zinc coating not less than Sqm 228 1320.35 301039.8

13.0 FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Item- 2 SW II- Proposed construction of Leachpit

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

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 sqm on plan),

2.8 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

5.0 REINFORCED CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 3.1 9673.5 29987.85

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

2 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).

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

6.23S HONEY COMB WORK

with common burnt clay bricks of class

4 designation 7.5 in super structure above

plinth level upto floor V level with cement

mortar 1:4 (1 cement : 4 coarse sand).

19.0 DRAINAGE

Constructing brick masonry circular manhole

1.52 m internal dia at bottom and 0.56 m dia

at top in cement mortar 1:4 (1 cement : 4

coarse sand) inside cement plaster 12 mm

thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of

neat cement, foundation concrete 1:3:6 (1

cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size) and making

necessary channel in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) finished with

a floating coat of neat cement, all complete

as per standard design :

Supplying and fixing C.I. cover without frame

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

5 duty) the weight of the cover to be not less

23.0 RAIN WATER HARVESTING & TUBEWELLS

Boring/drilling bore well of required dia for

casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore

23.2 log, including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer -in-charge, beyond 90

metre & upto 150 metre depth below ground

23.5 Supplying, filling, spreading & leveling stone cum 13.42 1302.3 17476.87

boulders of size range 5 cm to 20 cm, in

6 recharge pit, in the required thickness, for all

leads & lifts, all complete as per direction of

Engineer-in-charge.

Item- 3 SW III- Proposed construction of Toilets at LCs and Improvement of Toilets at LC's

S No. Item Description of Item Unit Qty Rate Amount

9.0 WOOD AND P.V.C. WORK

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium sliding door

bolts, ISI marked anodised (anodic coating not

9.96 less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or

shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI

marked, anodised (anodic coating not less

9.97 than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or

shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI

marked, anodised (anodic coating not less

9.100 than grade AC 10 as per IS : 1868)

transparent or dyed to required colour or

shade, with necessary screws etc. complete :

9.105S GYPSUM BOARD PARTITIONS

9.119 Providing and fixing factory made P.V.C. door Metre 80 408.25 32660

frame of size 50x47 mm with awall thickness

of 5 mm, made out of extruded 5mm rigid

PVC foam sheet, mitred at corners and joined

with 2 Nos of 150 mm long brackets of 15x15

mm M.S. square tube, the vertical door frame

4 profiles to be reinforced with 19x19 mm M.S.

square tube of 19 gauge, EPDM rubber gasket

weather seal to be provided through out the

frame. The door frame to be fixed to the wall

using M.S. screws of 65/100 mm size,

complete as per manufacturer's specification

and direction of Engineer- in-Charge.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of

19 mm x 19 mm for styles and 15x15 mm for

top & bottom rails. M.S. frame shall have a

coat of steel primers of approved make and

manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30

mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered

in 45 degree angle on both side forming styles

and 5 mm thick, 95 mm wide PVC sheet out of

which 75mm shall be flat and 20 mm shall be

tapered in 45 degree on the inner side to form

top and bottom rail and 115 mm wide PVC

sheet out of which 75 mm shall be flat and 20

mm shall be tapered on both sides to form

lock rail. Top, bottom and lock rails shall be

provided both side of the panel. 10 mm (5

mm x 2 ) thick, 20 mm wide cross PVC sheet

be provided as gap insert for top rail & bottom

rail, paneling of 5 mm thick both side PVC

sheet to be fitted in the M.S. frame welded/

sealed to the styles & rails with 7 mm (5

mm+2 mm) thick x 15 mm wide PVC sheet

beading on inner side, and joined together

with solvent cement adhesive. An additional 5

mm thick PVC strip of 20 mm width is to be

stuck on the interior side of the 'C' Channel

using PVC solvent adhesive etc. complete as

per direction of Engineer-in-charge,

manufacturer's specification & drawing.

5 9.120.2 30 mm thick pre laminated PVC door shutters Sqm 26.88 2455.1 65993.09

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 priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

11.0 FLOORING

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 31.84 935.6 29789.5

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, 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.

11.37A Providing and fixing 1st quality ceramic Sqm 115.2 938.5 108115.2

glazed floor 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

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.

12.0 ROOFING

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Providing and fixing on wall face unplasticised

- PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.50 Providing and fixing precoated galvanised iron Sqm 9.9 671.55 6648.35

profile sheets (size, shape and 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 25

9 microns minimum to avoid scratches during

transportation and should be supplied in

single length upto 12 metre or as desired by

Engineer-in-charge. The sheet shall be fixed

using self drilling /self tapping screws of size

(5.5x 55 mm) with EPDM seal, complete upto

any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters

and trusses and including cutting to size and

shape wherever required.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

Distempering with oil bound washable

13.41 distemper of approved brand and

manufacture to give an even shade :

13.41.1 New work (two or more coats) over and Sqm 19.09 162.55 3103.08

11 including water thinnable priming coat with

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

15.0 DISMANTLING AND DEMOLISHING

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

17.0 SANITARY INSTALLATIONS

17.15 Providing and fixing white vitreous china Each 16 2403.65 38458.4

14 pedestal type (European type/ wash down

type) water closet pan.