Raising of Platform No.1 and Repairs to Platform, Coping slabs and flooring at Platform Nos-1 and 2 at TDPR station yard in VM-TPJ (main line) section.

percentage above or below the advertised value of schedule 'A1'(The advertised value is inclusive

of Railways escalation over CPWD-DSR 2023 basic value)

Raising of Platform No.1 and Repairs to Platform, Coping slabs and flooring at Platform Nos-1 and 2

at TDPR station yard in VM-TPJ (main line) section.

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Excavating trenches by mechanical/manual

means of required width for pipes, cables, etc

including excavation for sockets, and dressing of

sides, ramming of bottoms, for all depth,

including getting out the excavated soil, and then

returning the soil as required, in layers not

exceeding 20 cm in depth, including consolidating

each deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not Metre 550 352.15 193682.5

exceeding 300 mm dia

3.0 MORTAR

3.1S General

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 :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 99 7878.5 779971.5

3 from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural sources)

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived cum 66 6812 449592

4 from natural sources : 8 graded stone aggregate

40 mm nominal size derived from natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

5 4.3.1 Foundations, footings, bases for columns Sqm 450 392.15 176467.5

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed with Kg 1000 117.35 117350

or without connecting plate, including cutting,

hoisting, fixing in position and applying a priming

coat of approved steel primer all complete.

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles 22 mm

thick in footpath & courtyard, jointed with neat

cement slurry mixed with pigment to match the

shade of tiles, including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement mortar

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

8 11.20.3 Dark shade pigment using ordinary cement Sqm 1000 1119.5 1119500

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

12.41 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.1 12 mm cement plaster of mix :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of Engineer

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 480 2434.25 1168440

equivalent design mix)

Dismantling dressed stone work ashlar face stone

work, marble work or precast concrete work

manually/ by mechanical means including

stacking of serviceable and disposal of

unserviceable material within 50 metres lead as

per direction of Engineer-in-charge:

15.60 Disposal of building rubbish / malba / similar cum 620 263.95 163649

unserviceable, dismantled or waste materials by

mechanical means, including loading,

14 transporting, unloading to approved municipal

dumping ground or as approved by Engineer-in-

charge, beyond 50 m initial lead, for all leads

including all lifts involved.

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

16.45 Providing and fixing pre-moulded joint filler in per cm 59700 5.3 316410

expansion joints of RCC roads / CC pavements depth

after making the joints dust free with high per cm

pressure air jet cleaners, all complete as per width

direction of the Engineer-in-Charge. (Pre-moulded per

joint fillers shall be made of bitumen hot sealing metre

compound impregnated fibre board having length

impregnation more than 35%, conforming to

IS:1838 for fibre board and IS: 1834 for hot

sealing bitumen compound grade A.)

16.49S MISCELLANEOUS

Manufacturing, supplying and fixing retro

reflective overhead signage boards made up of 2

mm thick aluminium sheet, face to be fully

covered with high intensity and encapsulated lens

type heat activated retro reflective sheeting

conforming to type - III of ASTM-D-4956-01 as

approved by Engineer-in-charge, letters, borders

etc. as per IRC : 67-2001 in silver white with blue

colour back ground and with high intensity grade,

pasted on substrate by pressure sensitive

adhesive backing which shall be activated by

applying pressure conforming to class II of ASTM-

D-4956-01 and fixing the same to the plate of

structural frame work by means of suitable sized

16.60 aluminium alloys, rivets or bolts & nuts @ 300

mm centre to centre all along the periphery as

well as in two vertical rows along with theft

resistant measures, including the cost of painting

with two or more coats of epoxy paint in grey

colour on the back side of aluminium sheet

including appropriate priming coat. The rate

includes the cost of rounding off the corners,

lowering down the structural frame work from the

gantry, fixing and erecting the same in position all

complete as per drawings, specification and

direction of the engineer-in-charge.(Structural

frame work including M.S. plate to be provided

separately. Rectangular area of the sheet only

shall be measured for payment).

16 16.60.1 Overhead informatory road signage Sqm 27 5879.9 158757.3

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

16.75 Providing and laying C.C. pavement of mix M-25 cum 440 9823.8 4322472

with ready mixed concrete from batching plant.

The ready mixed concrete shall be laid and

finished with screed board vibrator , vacuum

17 dewatering process and finally finished by

floating, brooming with wire brush etc. complete

as per specifications and directions of Engineer-

in-charge. (The panel shuttering work shall be

paid for separately).

16.76 Deduct for using of M-20 grade concrete instead cum 440 -203.8 -89672

of M-25 grade concrete in C.C. pavement.

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying non-pressure NP2 class (light

duty) R.C.C. pipes with collars jointed with stiff

19.6 mixture of cement mortar in the proportion of 1:2

(1 cement : 2 fine sand) including testing of joints

etc. complete :