TPJ-DG (Up and Dn line) section - Proposed Construction of boundary wall with pre- stressed precast panel, precast column,Precast RCC Foundation (safety fencing) for a length of 46.40 km and W beam type metal fencing for a length of 73.60 km in between Tiruchchirappallai(Excluding) - Manaparai - Ayyalur station in SSE/P.Way/Manaparai jurisdiction section.

B-(List of works which are not covered in the printed unified

A3-(List of works which are covered in the printed Delhi Schedule Above/

A1a-(List of works which are covered in the printed unified Above/

A1b-(List of works which are covered in the printed Delhi Schedule Above/

SW.I Proposed Construction of Boundary wall with pre-stressed precast panel, precast column,

Precast RCC Foundation.

S No. Item Description of Item Unit Qty Rate Amount

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

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 900160 89.65 80699344

Schedule A1a-(List of works which are covered in the printed unified standard Schedule of Rates

2021 of Madurai Division)

SW I Proposed Construction of Boundary wall with pre-stressed precast panel, precast column,

Precast RCC Foundation.

S No. Item Description of Item Unit Qty Rate Amount

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

1 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 2320.00 867.49 2012576.80

minimum 1.10 cum bucket capacity

Item- 2 SW II -A Proposed Construction of W beam type metal fencing

S No. Item Description of Item Unit Qty Rate Amount

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

1 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 3681.00 867.49 3193230.69

minimum 1.10 cum bucket capacity

SW II-B"Proposed fixing of missing boundary stone at Rly boundary. ( using unservisable PSC

S No. Item Description of Item Unit Qty Rate Amount

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Loading of 52kg / 60kg PSC normal line and

special sleepers up to 2.75 metre length in Depot

/ Station / Mid-section between stations in a neat

manner to departmental material train (DMT) or

contractor's / Railway's Truck/Trailer with crane

or any other means including crossing of one

track with free lead up to 250 metre and lift up to

5 metre, if required with contractor's labour, tools

& plants, machinery, consumables etc. Note: In

case of any damage to sleeper during loading,

penalty @ 50% of the all inclusive cost of sleeper

shall be levied.

1 172014 In Wagon where mechanical handling is possible MT 293.00 132.26 38752.18

a n d traffic block is not required or in Truck /

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

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

e t c . Note: In case of any damage to sleeper

during loading, penalty @ 50% of the all inclusive

cost of sleeper shall be levied.

6 211120 Fixing vertically the unserviceable PSC sleepers Each 1030.00 167.22 172236.60

at locations of tress-passing, railway boundary or

to make temporary store by excavating trench,

fixing PSC sleeper in trench and filling back open

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

SW.I Proposed Construction of Boundary wall with pre-stressed precast panel, precast

column,Precast RCC Foundation.

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 in width as well

2.6 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-

2.25 Filling available excavated earth (excluding rock) cum 19952 253.95 5066810.4

in trenches, plinth, sides of foundations etc. in

2 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.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 3712 6833.4 25365580.8

from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural

Item- 2 SW II-AProposed Construction of W beam type metal fencing

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 in width as well

2.6 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-

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding 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 cum 34 6670.25 226788.5

from natural sources: 6 graded stone aggregate

40 mm nominal size derived from natural

4.14S MISCELLANEOUS

Providing and laying in position ready mixed or

site batched design mix cement concrete for

plain 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 site of

4.20 laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering and

finishing 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 110% of the minimum

specified cement content, the contractor shall

have discretion to either re-design the mix or

bear the cost of extra cement.

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cement cum 4056 8387.15 34018280.4

content of 270 kg /cum

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.

13.0 FINISHING

Painting with synthetic enamel paint of approved

brand and manufacture to give an even shade :

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Item- 3 SW.II-BRaising of wing wall at required minor bridges.

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying cement concrete in retaining

walls, return walls, walls (any thickness) including

attached pilasters, columns, piers, abutments,

pillars, posts, struts, buttresses, string or lacing

courses, parapets, coping, bed blocks, anchor

blocks, plain window sills, fillets, sunken floor

etc., up to floor five level, excluding the cost of

centering, shuttering and finishing:

4.2.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived cum 770 8843.45 6809456.5

from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 5650 669.55 3782957.5

thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs

13.0 FINISHING

13.37S INTERIOR FINISHING

13.37 White washing with lime to give an even shade :

15.0 DISMANTLING AND DEMOLISHING

15.56 Dismantling old plaster or skirting raking out Sqm 770 45.05 34688.5

joints and cleaning the surface for plaster

including disposal of rubbish to the dumping

ground within 50 metres lead.

SW.II-C"Proposed fixing of missing boundary stone at Rly boundary. ( using unservisable PSC

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 in width as well

2.6 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-

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding 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 cum 125 6670.25 833781.25

from natural sources: 6 graded stone aggregate

40 mm nominal size derived from natural

Centering and shuttering including strutting,

propping etc. and removal of form work for :

3 4.3.1 Foundations, footings, bases for columns Sqm 1390 307.95 428050.5