Divisional Engineer/East Juridistiction - Proposed Standardization of Level Crossing- 30 LCs & overhauling of LCs for a period of Two years.

Vol.I & Vol .II ) except reinforcement steel

Item- 1 LC related works

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

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

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 : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub grade Sqm 200 218.9 43780

with power road roller of 8 to 12 tonne

capacity after excavating earth to an average

of 22.5 cm depth, dressing to camber and

consolidating with road roller including

making good the undulations etc. and re-

rolling the sub grade and disposal of surplus

earth with lead upto 50 metres.

16.4 Laying, spreading and compacting stone cum 120 1046.95 125634

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material

to fill up interstices of coarse aggregate,

watering and compacting to the required

16.30S PREMIX CARPET

Providing and applying tack coat using hot

straight run bitumen of grade VG - 10,

including heating the bitumen, spraying the

16.30 bitumen with mechanically operated spray

unit fitted on bitumen boiler, cleaning and

preparing the existing road surface as per

specifications :

Providing and applying tack coat using

bitumen emulsion conforming to IS:8887,

16.31 using emulsion pressure distributer including

preparing the surface & cleaning with

mechanical broom.

16.31.1 With rapid setting bitumen emulsion

16.31.2 With medium setting bitumen emulsion

16.42S CONCRETE PAVEMENTS

16.42 Cement concrete 1:2:4 (1 cement : 2 coarse cum 36 7993.8 287776.8

sand : 4 graded stone aggregate 40 mm

nominal size) in pavements, laid to required

slope and camber in panels as required

including consolidation finishing and tamping

16.47S PAINTING AREA/RUNWAY MARKING

Painting road surface marking with adequate

nos of coats to give uniform finish with ready

mixed road marking paint conforming to IS :

16.48 164, on bituminous surface in white/yellow

shade, including cleaning the surface of all

dirt, scales, oil, grease and foreign material

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

16.49S MISCELLANEOUS

Providing and laying semi- dense 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

equipped with 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-

16.56.1 25 mm compacted thickness with bitumen of Sqm 244 277.7 67758.8

grade VG-30 @ 5% (percentage by weight of

10 total mix) and lime filler @ 2% (percentage by

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 equipped

16.57 with 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.

16.57.1 40/50 mm compacted thickness with bitumen cum 20 12126.2 242524

of grade VG-30 @ 5.5% (percentage by

weight of total mix) and lime filler @ 3%

(percentage by weight of Aggregate)

prepared in Batch Type Hot Mix Plant of 100-

120 TPH capacity.

16.62 Providing and applying 2.5 mm thick road Sqm 100 747.8 74780

marking strips (retro- reflective) of specified

shade/ colour using hot thermoplastic

material by fully/ semi automatic

thermoplastic paint applicator machine fitted

with profile shoe, glass beads dispenser,

propane tank heater and profile shoe heater,

driven by experienced operator on road

surface including cost of material, labour,

T&P, cleaning the road surface of all dirt,

seals, oil, grease and foreign material etc.

complete as per direction of Engineer-in-

charge and accordance with applicable

specifications.

16.77 Scarifying the existing bituminous road Sqm 8400 7 58800

surface to a depth of 50 mm and disposal of

scarified material within all lifts and lead upto

1km (by mechanical means).

16.79 Providing, laying, spreading and compacting cum 120 2914.3 349716

graded stone aggregate (size 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,

laying in uniform layers with mechanical

paver finisher in sub- base / base course on

well prepared surface and compacting with

vibratory roller of 8 to 10 tonne capacity to

achieve the desired density, complete as per

specifications and directions of Engineer-in-

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

16.83 Taking out existing CC interlocking paver Sqm 500 131.75 65875

blocks from footpath/ central verge, including

removal of rubbish etc., disposal of

unserviceable material to the dumping

ground, for which payment shall be made

separately and stacking of serviceable

material within 50 metre lead as per direction

of Engineer-in-Charge.

16.84 Laying old cement concrete interlocking paver Sqm 250 402.95 100737.5

blocks of any design/ shape laid in required

line, level, curvature, colour and pattern over

and including 50 mm thick compacted bed of

coarse sand, filling the joints with fine sand

etc. all complete as per the direction of

Engineer-in-charge. (Old CC paver blocks shall

be supplied by the department free of cost).

Item- 2 Provision for new height gauge

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

13.0 FINISHING

13.44S EXTERIOR FINISHING

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 900 67.4 60660

1 primer of approved brand and manufacture on

steel galvanised iron/ steel works

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Schedule C-List of Items of Works covered by the SRUSSOR - 2021 for TVC & PGT Division except

Schedule Cement & Reinforcement steel for which tenderer has to quote percentage rate over, below or at

par to the SRUSSOR 2021 rate.

Item- 1 LC related works

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

Painting 2 coats to various P.Way Reference

Post, Structures etc. with enamel paint of

approved make with 2 coats of different

colours & letters, as directed by Engineer in-

1 137084 Level Crossing Boards including Road Sign Each 100.00 188.48 18848.00

Manufacturing, supplying and laying factory

made CC block pavers for road surface of

level crossings to RDSO Drg. No. M.00003,

manufactured using 20mm size graded hard

stone aggregates of approved quality over a

well compacted sand bedding 50 thick with all

contractor's cement, labour, tools/plant and

curing with all lead & lift as per specifications

and as directed by Engineer in-charge.

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Manufacturing, fabricating and supplying

retro-reflective Level Crossing Indicator

boards, made of 2mm thick aluminium sheet

or 3mm thick aluminium composite sheet,

face to be fully covered with high intensity

encapsulated type heat activated retro-

reflective sheeting conforming to type-IV of

ASTM-D4956-01 in yellow & black or other

colour combination including subject matter,

message, symbols, borders etc. as approved

by Engineer In-charge or as per IRPWM

guidelines, pasted on substrate by an

adhesive backing which shall be activated by

applying heat and pressure conforming to

class-2 of ASTM-D-4956-01 and fixing the

same with suitable sized aluminium alloy

rivets @ 20 cm c/c to back-support frame of

M.S. angle iron of size 25mm x 25mm x 3mm

provided all along the edges of board with

theft resistant measures, back side of board

shall be with non-peelable weather-proof

paint, consisting of one coat of zinc chromate

primer and two coats of epoxy paint. Vertical

post shall have black & white anti-corrosive

paint or powder coating complete, as

3 202011 Bilingual Whistle Boards for level crossing of Set 10.00 8398.93 83989.30

size 600mm x 600mm of each board with

back support frame welded to vertical post of

MS T section of size 75mm x 75mm x 6mm x

4 202012 Speed Breaker / Rumble Strips Board of size Set 10.00 8020.43 80204.30

900 mm equilateral triangular shape and

600mmx200mm boards with back support

frame welded to vertical post of MS T section

of size 80mmx80mmx8mmx3650mm

5 202014 Manned Level Crossing Indicator Board of size Set 10.00 7455.38 74553.80

900 mm equilateral triangular shape with

back support frame welded to vertical post of

MS T section of size

80mmx80mmx8mmx3650mm

6 202015 Single Strip / Double Strip Level Crossing Road Set 10.00 8373.44 83734.40

Warning Board of size 900 mm equilateral

triangular shape and 900x300 board with

back support frame welded to vertical post of

MS T section of size

80mmx80mmx8mmx3650mm

7 202016 Manufacturing and supply of circular STOP Each 20.00 4215.68 84313.60

Disc of 600mm dia for fixing on emergency

chains at level crossings as given in IRPWM

including providing Retro reflective sheet fully

covered over board confirming to type-IV of

ASTM-D4956 in red back ground colour and

text "STOP" of white colour over back ground.

The circular board shall consists of 2mm thick

Aluminium sheet fixed to 1.5mm thick MS

S h e e t of 600mm dia with suitable sized

aluminium alloy rivets @ 20 cm c/c to back-

support .Retro reflective sheet is to be pasted

on substrate by an adhesive backing which

shall be activated by applying heat and

pressure conforming to class-2 of ASTM-D-

4956-01.A vertical holding stand of 1000 mm

length x15mm thick to be jointed to back side

of board along with a hook for fixing

emergency chain as directed by Engineer In

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Manufacturing, fabricating and supplying

retro-reflective Engineering Indicator boards,

made of 2mm thick aluminium sheet or 3mm

thick aluminium composite sheet, face to be

fully covered with high intensity encapsulated

type heat activated retro-reflective sheeting

conforming to type-IV of ASTM-D4956-01 in

yellow & black or other colour combination

including subject matter, message, symbols,

borders etc. as approved by Engineer In-

charge or as per IRPWM guidelines, pasted on

substrate by an adhesive backing which shall

be activated by applying heat and pressure

conforming to class-2 of ASTM-D-4956-01 and

fixing the same with suitable sized aluminium

alloy rivets @ 20 cm c/c to back-support

frame of M.S. angle iron of size 25mm x25mm

x 3mmprovided all along the edges of board

with theft resistant measures back side of

board shall be with non-peelable

weatherproof paint, consisting of one coat of

zinc chromate primer and two coats of epoxy

paint. Vertical post shall have black & white

anti-corrosive paint or powder coating

complete, as directed.

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

9 202022 Speed Indicator Board of equilateral triangular Each 10.00 6099.08 60990.80

shape having each side of 1000mm with back

support frame fixed to vertical post of MS

angle of size 50mmx50mmx6mm of 3650 mm

10 202024 Termination Indicator Board of Circular shape Each 10.00 8189.18 81891.80

having diameter of 1000mm with back

support frame welded to vertical post of MS

angle of size 50mmx50mmx6mm of 3950 mm

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

11 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 400.00 975.39 390156.00

minimum 1.10 cum bucket capacity

Item- 2 Provision for new height gauge

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

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Earthwork in excavation by mechanical means

(Hydraulic Excavator)/Manual Means for

foundations and floors of the bridges,

retaining walls etc. including setting out,

dressing of sides, ramming of bottom, getting

out the excavated material, back filling in

layers with approved material and

consolidation of the layers by ramming and

watering etc. including all lift, disposal of

surplus soil up to a lead of 300m, all types of

shoring and strutting with all labour and

material complete as per drawing and

technical specification as directed by

Engineer in charge. Note: This item will be

used for excavation work in connection with

other miscellaneous works also like side

drains, foundation for OHE masts and other

miscellaneous structures in connection with

Gauge Conversion, Doubling, New lines.

2 022040 Providing and laying in position machine cum 660.00 4994.99 3296693.40

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or RMC

from approved plants) using 20mm graded

crushed stone aggregate and coarse sand of

approved quality in RCC raft foundation & Pile

cap including finishing, using Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing strength

and durability complete as per specifications

and direction of the Engineer in charge. Note:

1. Payment for cement, reinforcement and

shuttering shall be made extra under relevant

item. 2. Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement for

all grade of Design Mix Concrete unless it is

specifically approved citing reasons for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

3 022060 Providing and laying Plain Cement Concrete cum 57.50 5190.51 298454.33

1:3:6 with graded stone aggregate of 40mm

nominal size, in foundation and floors,

retaining walls of bridges including

mechanical mixing, vibrating, pumping and

bailing out water where ever required with all

materials and labour complete but excluding

the cost of cement and shuttering as per

drawings and technical specifications as

directed by Engineer.

Centering and shuttering including strutting,

propping etc. and removal of form for :

4 025031 All types of bridge sub-structures, e.g. pier, Sqm 990.00 853.04 844509.60

abutment, wing wall, retaining wall, RCC box

type foundations, Abutment cap, Pier Cap,

Inspection Platform & Pedestal over Pier cap,

Fender wall, Diaphragm wall etc. up to 5m

above ground level

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

5 041370 Supplying fabricating and erecting welded MT 110.00 140659.15 15472506.50

and/or bolted and/or riveted steel work in built

up sections, trusses and framed work,

staging, racks, Height Gauge etc. for Steel

Structures other than bridge girders, using

RSJ, tees, angles and channels/flats, plates,

gussets, round or square bars, cleats, bolts

etc., with contractors own steel including

cutting, bending, straightening, drilling,

riveting, hoisting, fixing, erecting, welding,

bolting etc., with Providing stiffeners wherever

required as per approved drawing including

applying a priming coat of a approved steel

primer with all contractor's materials, labour,

tools & plants, lead & lift including crossing of

tracks if required etc., complete as per

specification and as directed by Engineer-in-

charge. Note: The payment shall be made on

the theoretical weight of main components

and gusset plates only.