ADEN/SCT Sub division:- Yard improvement works at SSE/Pway/ SCT & PUU section SW-I : Sengottai Station:- Dismantling of existing cement concrete apron & CTR(P) with 60 kg rails and PSC-60 kg sleepers on Road no.1. SW-II Renewal of SEJ 25 sets in loop line and 32 sets in PUU section main line SW-III Conversion of SWP into LWR on Loop lines & Other lines SW-IV TFR (P) on plain track in yards

2021 of Madurai Division

Item- 1 SW.I-A: Supply of machine crushed Track Ballast

S No. Item Description of Item Unit Qty Rate Amount

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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

1 085011 When distance of nearest quarry is up to 10 cum 1210.00 1350.47 1634068.70

Schedule Schedule A1c-List of works which are covered in the printed Delhi Schedule of Rates 2021

Item- 1 SW.I-A : Supply of machine crushed Track Ballast

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.1 Lime, moorum, building rubbish

Item- 2 SW.I-B: Dismantling of existing CC apron

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.1 Lime, moorum, building rubbish

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 468 2007.1 939322.8

equivalent design mix)

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c cum 198 1239.6 245440.8

equivalent design mix)

Item- 3 SW.I-C: construction of side drain in between Road 1 & 2

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.1 Lime, moorum, building rubbish

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

2.6 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

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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)

derived from natural sources : 8 graded stone

aggregate 40 mm 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 form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 465 307.95 143196.75

for mass concrete

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c cum 24 1239.6 29750.4

equivalent design mix)

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

23.9 Providing and fixing factory made precast RCC Each 556 1213.25 674567

perforated drain covers, having concrete of

strength not less than M-25, of size 1000 x

450x50 mm, reinforced with 8 mm dia four nos

longitudinal & 9 nos cross sectional T.M.T.

hoop bars, including providing 50 mm dia

perforations @ 100 to 125 mm c/c, including

providing edge binding with M.S. flats of size

50 mm x 1.6 mm complete, all as per direction

of Engineer-in-charge.

Item Breakup - A3-List of works which are covered in the printed Delhi Schedule of Rates 2021