Construction of ROB.422 with Spans : 1x42.0m+2X30.0m CG+9X24.0m RCC T- Beam including RE Walls in lieu of closure of manned level crossing at km 740/35- 37 between Urlam - Srikakulam stations in Waltair Division on East coast Railway.

A-Execution of Concrete works and its connected works for the ROB Above/

B-Execution of RCC Pile work , MS liner, Pile Load test etc. items

C-Execution of Structural Steel works and its connected works etc works

D-Supply , including straightening, cutting, bending, placing in position

E-Supply and using of Cement etc., Items covered under ECoR USSOR -

F-Execution of ROB approach works and its connected works etc, items

G-Execution of Non Schedule items (Non USSOR-2021 & CPWD-DSR-

H-Execution of miscellaneous unforeseen items of works not covered by

I-Execution of miscellaneous unforeseen items of works not covered by

superstructure, Service/Diversion of Roads etc ( Items Covered under USSOR-2021).

Item- 1 Execution of all items covered under Schedule-A.

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

ECOR-CONST-HQ-ENGG/ECOR

Earthwork in filling in embankment,

guide bunds, around buried type

abutments, bridge gaps, trolley

refuges, platforms etc. with

contractor's own earth conforming

to Soil Quality Class SQ1/SQ2/SQ3,

after preparation of foundations as

applicable, benching in existing

banks wherever required, spreading

in layers with motor grader, bringing

the moisture content to OMC,

mechanical compaction to specified

density and dressing of bank to final

profile as per RDSO Specifications:

RDSO/2020/GE: IRS-0004 with latest

correction slips. Note: 1) Foundation

preparation, Benching including

additional earthwork on account of

this, wherever required, shall be

paid extra under relevant schedule

item for benching. 2) Payment for

Earthwork under this item shall be

made based on the cross section

measurements calculated (i) with

original ground profile of existing

bank based on initial ground levels

before doing benching and (ii) final

profile of the bank worked out with

final levels as per prevailing

material by wet mixing of naturally

available suitable soil including

additional blending with naturally

available or manufactured material

as required to achieve specified

gradation, in designed proportion in

Pug mill or wet mix plant to have

uniform gradation including all

incidental transportation, laying

over finished formation in uniform

layer(s) with motor grader,

compaction with suitable vibratory

roller to specified density and

finishing to correct profile, complete

as per RDSO Specification No.

RDSO/2020/GE: IRS-0004 with latest

correction slips.

Providing portable fencing along

running track where work is to be

done in close vicinity of track,

maintaining during execution of

work and removing after completion

of the work as per direction of the

Engineer. Fencing shall consist of

self supporting steel angles of size

50mm x 50mm x 6mm, 1.5m long

provided with hooks etc. and

embedded in CC 1:2:4 block of size

0.23m x 0.23m x 0.23m placed at

c/c distance of 2m along track.

12mm dia rods in three horizontal

layers shall be tack welded with

angle posts. Note : Released

material will be property of the

contractor after completion of work.

Cost of cement required for CC

blocks shall be paid separately.

ECOR-CONST-HQ-ENGG/ECOR

retro-reflective tape in horizontal

direction, duly secured/tight with

vertical posts.

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.

Providing and laying in position Plain

cement concrete of specified

Nominal Mix f o r miscellaneous

works like side drains, foundation for

OHE masts and other miscellaneous

structures excluding the cost of

Cement, centering and shuttering -

All work up to plinth level :

(zone-III) : 3 graded stone aggregate

20 mm nominal size)

ECOR-CONST-HQ-ENGG/ECOR

7 022040 Providing and laying in position cum 3815.65 3777.08 14412015.30

machine 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. N o t e : 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.

Providing and laying in position

machine 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 for the following

Reinforced cement concrete

structural elements up to height of

9.0 m from foundation top level,

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. N o t e : 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.

10 022053 Abutment cap, Pier Cap, Inspection cum 1415.55 3874.93 5485157.16

Platform & Pedestal over Pier cap,

Fender wall, Diaphragm wall etc.

11 022054 Approach slab at formation level, cum 2480.08 3809.70 9448360.78

Dirt wall/ ballast wall at formation

ECOR-CONST-HQ-ENGG/ECOR

part thereof in the height above 9.0

13 022060 Providing and laying Plain Cement cum 518.47 3513.33 1821556.21

Concrete 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

14 022070 Providing and fixing Weep Holes in Metre 1247.40 276.80 345280.32

Abutments, Wing walls and Return

walls etc., of new bridges with

110mm dia UPVC pipe Type A ISI

marked with all contractor's men,

material, transportation, all taxes as

per specifications and as directed by

Engineer-in-Charge.

15 022140 Pulse Echo Test (PET) for integrity Each 36.00 3186.07 114698.52

testing of piles with contractor's

men, materials and machines. The

rate includes cost of Inspection of

site, preparation of pile head and

any other unforeseen cost required

for the test, submission of reports in

triplicate as per satisfaction of the

Engineer in Charge.

Centering and shuttering including

strutting, propping etc. and removal

16 025031 All types of bridge sub-structures, Sqm 10601.00 665.63 7056343.63

e.g. pier, 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

17 025032 All types of bridge super-structures, Sqm 5189.05 868.54 4506897.49

e.g. slabs, I-girders, T-girders, Box

girders etc. up to 5m above ground

18 025033 Extra for additional height over item Sqm 9212.25 107.45 989856.26

no. 025031 & 025032 wherever

required with adequate bracing,

propping etc. over initial height of 5

metres for every additional height of

1 metre or part thereof.

PVC Pipes Class-I, capable for a

pressure of 2.5 kg/sqm in footpath

of ROB for laying cable with all

contractor's materials labour, tools,

plant, machinery, vehicles,

consumables, lead, lift etc.

complete as per specifications and

as directed by Engineer in-charge.

ECOR-CONST-HQ-ENGG/ECOR

20 041050 Providing and fixing railing used in Kg 2250.00 104.58 235305.00

rows for footpath or anti-crash

barrier railing with B class G.I. pipe

65/50 mm nominal dia including

cost of M.S. angle and channels in

vertical posts, welding / bolting,

priming painting with one coat

ready mix Zinc Chromate

conforming to IS:104 with DFT of 25-

30Microns, followed by one coat of

Zinc Chrome red oxide conforming

to IS:2074 with DFT of 25 Microns

with all material, labour, T&P as a

complete job. Note: Cost of painting

shall be paid extra under relevant

weighing not less than 35 kg each at

specified bridge locations.

22 052030 Supply and laying of quarry dust cum 39.00 775.77 30255.03

including consolidation, supply of all

materials, labour, lead, lift, tools,

plants, crossing of tracks as per

drawing and technical specification

as directed by the Engineer in

charge in case loose slush is

encountered at site of foundation

before casting the foundation or

laying the filtering media.

23 052040 Supply and laying of coarse sand cum 200.00 1709.55 341910.00

including consolidation with all

labour, lead, lift, tools, plants,

crossing of tracks as per drawing

and technical specification as

directed by the Engineer in charge

in case loose slush is encountered

at site of foundation before casting

the foundation or laying the filtering

24 052150 Providing and laying of filter media cum 450.00 2662.74 1198233.00

consisting of granular materials of

GW, GP, SW groups as per IS:1498

(latest) in required profile behind

boulder filling of abutments, wing

walls / return walls etc. above bed

level with all labour and material

complete job as per drawing and

technical specification of RDSO

25 052250 Providing Boulder Backing behind cum 300.00 359.00 107700.00

wing wall, return wall, retaining wall

with hand packed boulders &

cobbles with smaller size boulders

toward the back including all lead,

lift, labour & other incidental

charges as complete work in all

respect. Payment for

boulder/cobbles will be done extra.

accumulated water from any

location. Payment to be done for

Horse power of pump multiplied by

ECOR-CONST-HQ-ENGG/ECOR

Designing and developing Detailed

structural and working Drawings for

following items for ROB/RUB/Bridge

based on Railway's approved GADs,

duly collecting necessary data from

Railways and R&B authorities, duly

designing members and submission

of check plot duly getting proof-

checked by Railway approved

institutes, submitting for Railway's

verification and approval, making

corrections duly incorporating

suggestions in drawings/designs,

further submission of original in

transparent film paper and soft copy

(CD) for Railways approval etc. with

contractor's technical expertise and

instruments, labour, consumables,

repeatedly attending till final

approval etc., complete as directed

by Engineer in-charge.

piers/abutments

RCC retaining wall, abutment and

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 hours at

similar with minimum 1.10 cum

bucket capacity

Schedule B-Execution of RCC Pile work , MS liner, Pile Load test etc. items Covered under USSOR-

Item- 2 Execution of all items under Schedule-B.

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

ECOR-CONST-HQ-ENGG/ECOR

Boring, providing and installation of

bored cast in-situ Reinforced

Cement Concrete piles using

Hydraulic piling Rig of specified

diameter and length below pile cap

of specified grade with Design Mix

Cement Concrete, using 20mm

graded crushed stone aggregate

and coarse sand of approved

quality, to carry a safe working load

not less than specified, concreting

by machine batching, machine

mixing, scaffolding, using Admixture

in approved proportion (as per

IS:9103), placing with tremie pipe,

chipping off of pile top to remove

laitance concrete above cut off level

etc., pumping and bailing out water

complete in all respect as per

approved drawing, specification and

direction of the Engineer in charge.

Note: 1. Payment for only cement,

reinforcement shall be made extra.

2. Length of the pile for payment

shall be measured up to the bottom

of RCC pile Cap. 3. 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.

2 022100 Providing, fabricating and installing MT 444.38 108148.95 48059230.40

permanent casing pipe for bored

piles for all diameters with specified

thickness of steel plate including all

labour, materials, tools & complete

as per approved drawing &

specifications complete in all

respect as per the direction of

Engineer in charge. Note: Payment

shall be made as per the weight of

circular plate of casing pipe only.

E x t r a for chiselling in addition to

boring of piles, if chiselling is

required to be resorted to in hard

rock or big stone boulders larger

than 30cm, manually or by any

Conducting load test of a single pile

up to specified capacity in

accordance with IS:2911 (Part-IV)

including installation of loading

platform and preparation of pile

head or construction of test cap and

dismantling of test cap after test

etc. with all labour, material, tool &

plants, equipment, machinery, etc.

complete as per drawing and

specification, as directed by the

4 022122 Initial load test above 50 ton and up Each 36.00 66928.79 2409436.44

to 100 T capacity pile

up to 250 T capacity pile

ECOR-CONST-HQ-ENGG/ECOR

6 025020 Providing and applying two coats of Sqm 7087.60 126.98 899983.45

coal tar or bitumen confirming to

IS:3117- latest version on the top

and sides of RCC box/slabs @ 1.70

kg/sqm after cleaning the surface

with all labour and materials

complete job as directed by the

Schedule C-Execution of Structural Steel works and its connected works etc works Covered under

Item- 3 Execution of all items under Schedule-C.

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

1 031090 Design, manufacturing, supplying Cubic 1991664.00 1.52 3027329.28

and fixing in position elastomeric Centimetre

b e a r i n g true to line and level

conforming to IS:3400, IS:226, BS-

5400 under prestressed concrete

girders/ Steel Girders, for Pre-cast as

well as cast-in-situ girders as per

approved drawing. The rate shall

include cost of load test of one no.

bearing from Railway approved

firms and all fixing materials,

equipments, machineries, labour,

taxes, loading, unloading, leading,

lifting etc. complete. Rates include

getting the drawing approved from

Railway and cost of inspection

during manufacturing from railway

approved organization.Note : 1. The

rate is for finished item complete

and paid only after fixing in position

below the girder. 2. The volume shall

be as given in the drawing and no

deduction shall be made for inserted

steel plates etc.

Providing and fixing in position of

standard preformed sealed and slab

type or strip seal elastomeric type

expansion joints for Railway bridge

or Road Over Bridges as per

approved drawings and latest

MORTH/IRC specifications complete

in all respect as directed by

Engineer in-charge.

Load testing of one or more spans of

bridge as selected by the Engineer

as per approved load test procedure

following relevant IS/IRC/Railway

codes with contractor's labour,

deflection measuring instruments,

loading materials, recording and

analyzing the load testing results

including all lead & lift, etc.

complete as required. The rates are

all inclusive and will be paid after

load test is finished and girder is

cleared of the kentledges/loading

material etc. The load shall be 1.25

times the stipulated design load.

part thereof over 100 MT in the span

design load capacity up to 800 MT

ECOR-CONST-HQ-ENGG/ECOR

Providing and fixing in position GI

Drainage Spouts of required length

with Grating in RCC slab and filling

bitumen along kerb as shown in

drawing with contractor's pipes,

bitumen, tools, equipment, lead,

lifts etc. complete as per

specifications and as directed by

Engineer in-charge.

Supplying, fabrication, assembling

of all types of steel girders of

specified spans with structural steel

conforming to Quality "B0" Grade

Designation E250 conforming to

IS:2062, erection / slewing / end

launching of steel girders with

cranes or any other approved

launching methods as per site

c o n d i t i o n s (not requiring traffic

block) on sub-structure including

provision of trolley refuges etc.,

complete as per approved Q A P and

drawings conforming to IRS-B1-2001

and other relevant codes and

specifications. Note: 1. Detailed

fabrication and erection drawings &

launching methodology will be

prepared by the contractor and got

approved from Railway. 2. The rate

is all inclusive including launching in

position, complete in all respect

except cost of (i) Painting /

Metalising; (ii) Bearings & (iii) HSFG

bolts which shall be paid extra under

relevant item. 3. The payment shall

be made on the theoretical weight

of main components and gusset

plates only. 4. Payment Schedule: (i)

Receipt of material at site: 40% (ii)

Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv)

Completion in all respects: 20%

Girder/Composite Girder (Steel

7 041013 Extra for using steel conforming to MT 559.00 3969.26 2218816.34

Grade Designation E350 instead of

Grade Designation E250 of Quality

"B0" as per IS: 2062

any dia and any length with suitable

n u t s including DTI washers

conforming to IRS-B1-2001 for

bridges and s t e e l structures with

contractors labour, tools and plants

and lead and lift etc., complete.

ECOR-CONST-HQ-ENGG/ECOR

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.

access ladders, inspection

platforms, Trolley refuges etc., on

bridges with structural steel

conforming to IS:2062 including

welding / bolting, priming painting

with one coat of ready mixed paint

of Zinc Chromate (IS:104) with DFT

of 25-30 microns followed by one

coat of Zinc Chrome Red Oxide

(IS:2074) with DFT of 25 microns

with all material, labour, T&P as a

complete job. Note: Painting shall be

paid separately under relevant item.

Design, supply, fitting and fixing in

position true to line and level POT-

PTFE bearing of 300MT Capacity,

consisting of a metal piston

supported by a disc or un reinforced

elastomer confined within a metal

cylinder, sealing rings, dust seals,

PTFE surface sliding against

stainless steel mating surface,

complete assembly to be of cast

steel / fabricated structural steel,

metal and elastomer elements

complete as per IS:2062, IS:1030,

Bridge Code and as per approved

drawing and Technical

Specifications. The design of the

bearings shall be submitted by the

manufacturers / contractor and got

approved from Railway before

fixing. Test report after inspection of

the bearings shall be submitted and

got approved before the materials

are lifted from the manufacturer

Schedule D-Supply , including straightening, cutting, bending, placing in position of Reinforcement

steel Items etc covered under ECoR USSOR -2021.

Item- 4 Execution of all items under Schedule-D.

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

ECOR-CONST-HQ-ENGG/ECOR

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening,

cutting, bending, placing in position

and binding all complete.

of grade Fe-500D or more of

approved brands/makes.

Schedule Schedule E-Supply and using of Cement etc., Items covered under ECoR USSOR -2021.

Item- 5 Execution of all items under Schedule-E.

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

Supply and using Cement at

of approved brands/makes

Schedule F-Execution of ROB approach works and its connected works etc, items covered under

Item- 6 Execution of all items under Schedule-F.

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

13.0 FINISHING

Applying one coat of water thinnable

13.43 cement primer of approved brand

and manufacture on wall surface :

13.44S EXTERIOR FINISHING

Finishing walls with Acrylic Smooth

exterior paint of required shade :

13.46.1 New work (Two or more coat applied Sqm 531.36 166.85 88657.42

@ 1.67 ltr/10 sqm over and

including priming coat of exterior

primer applied @ 2.20 kg/10 sqm)

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub Sqm 4560 180.5 823080

grade 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

earthwith lead upto 50 metres.

16.9 Scarifying metalled (water-bound) Sqm 7150 27.55 196982.5

road surface including disposal of

rubbish, lead upto 50 m and

consolidation of the aggregate

received from scarifying with power

road roller of 8 to 10 tonne capacity.

16.30S PREMIX CARPET

Providing and applying tack coat

using hot straight run bitumen of

grade VG - 10, including heating the

bitumen, spraying the bitumen with

mechanically operated spray unit

fitted on bitumen boiler, cleaning

and preparing the existing road

surface as per specifications :

ECOR-CONST-HQ-ENGG/ECOR

Providing and applying tack coat

using bitumen emulsion conforming

to IS:8887, using emulsion pressure

distributer including preparing the

surface & cleaning with mechanical

With medium setting bitumen

16.49S MISCELLANEOUS

16.50 Providing and fixing Glow studs of Each 1000 175.5 175500

size 100x20 mm made of heavy

duty body shall be moulded ASA

(Acrylic styrene Acryloretrite ) or HIP

(High impact polystyrene) or ABS

having electronically welded micro-

prismatic lens with abrasion

resistant coating as approved by

Engineer in charge. The glow stud

shall support a load of 13635 kg

tested in accordance with ASTM

D4280. The slope of retro- reflective

surface shall be 35 (+/-5) degress to

base .The reflective panels on both

sides with at least 12 cm of

reflective area up each side. The

luminance intensity should be as per

the specification and shall be tested

as described in ASTM I: 809 as

recommended in BS: 873 part 4 :

1973. The studs shall be fixed to the

Road surface using the adhesive

conforming to IS, as per procedure

recommended by the manufacturer

complete and as per direction of

Engineer-in-charge.

Preparation of sub-base road

pavement with commercial dry lime

(slaked), fly ash stabilised soil with a

mix of 3% lime, 12% fly ash and

85% local suitable soil by weight, so

as to achieve minimum field C.B.R.

of 20, including mixing, rolling with

road roller curing etc. all complete.

Providing and laying Dense Graded

Bituminous Macadam 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 equiped

16.54 with electronic sensor to the

required grade, level and alignment

and rolling with smooth wheeled,

vibratory and tandem rollers as per

specifications to achieve the desired

compaction and density, complete

as per specificatons and directions

of Engineer-in-Charge.

thickness with bitumen of grade VG-

30 @ 5% (percentage by weight of

total mix) and lime filler @ 2%

(percentage by weight of

Aggregate) prepared in Batch Type

Hot Mix Plant of 100-120 TPH

ECOR-CONST-HQ-ENGG/ECOR

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 equiped with

16.57 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 cum 668.52 10870.75 7267313.79

bitumen of grade VG-30 @ 5.5%

(percentage by weight of total mix)

10 and lime filler @ 3% (percentage by

weight of Aggregate) prepared in

Batch Type Hot Mix Plant of 100-120

16.62 Providing and applying 2.5 mm thick Sqm 1066 623.8 664970.8

road 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

11 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.

Construction of granular sub-base

by providing close graded Material

conforming to specifications, mixing

in a mechanical mix plant at OMC,

carriage of mixed material by

tippers to work site, for all leads &

16.78 lifts, spreading in uniform layers of

specified thickness with motor

grader on prepared surface and

compacting with vibratory power

roller to achieve the desired density,

complete as per specifications and

directions of Engineer-in-Charge.

16.78.1 With material conforming to Grade-I cum 1430 2658.1 3801083

12 (size range 75 mm to 0.075 mm)

having CBR Value-30

16.79 Providing, laying, spreading and cum 3513 2803.65 9849222.45

compacting 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

13 with mechanical paverfinisher in

sub- base / base course on well

prepared surface and compacting

with vibratory roller of 8 to 10 tonne

capacity to achievethe desired

density, complete as per

specifications and directions of

Engineer-in-Charge.

ECOR-CONST-HQ-ENGG/ECOR

22.0 WATER PROOFING

22.22 Providing and mixing integral Kg 4000 332.4 1329600

crystalline admixture for water

proofing treatment to RCC

structures like basement raft,

retaining walls, reservior, sewage &

water treatment plant, tunnels /

subway and bridge deck etc. at the

time of transporting of concrete into

the drum of the ready-mix truck ,

using integral crystalline admixture

@0.80% (minimum) to the weight of

cement content per cubic meter of

concrete) or higher as

recommended by the

manufacturer's specification in

reinforced cement concrete at site

of work. The material shall meet the

requirements as specified in ACI-

212-3R-2010 i.e. by reducing

permeability of concrete by more

than 90%, compared with control

concrete as per DIN 1048 and

resistant to 16 bar hydrostatic

pressure. The crystalline admixture

shall be capable of self-healing of

cracks up to a width of 0.50mm. The

work shall be carried out all

complete as per specification and

the direction of the Engineer-in-

charge. The product performance

shall carry guarantee for 10 years

against any leakage.

NEW TECHNOLOGIES AND

Providing at all heights, levels and

locations Aluminium profile

industrial troughed sheet of Alloy

31500/31000/40800, conforming to

IS 1254, IS 737, IS 2676. The sheet

shall be fixed using self drilling/self

tapping SS screws of size 5.5x65

mm with EPDM seal complete upto

required pitch in horizontal, vertical

26.19 or curved surfaces i/c cutting to size

and shape where required as per

specifications, detail drawings and

direction of Engineer-in-Charge. The

rate shall be inclusive of all screws,

seal, ridge, labour, scaffolding,

machinery for fixing and approved

sealent where required etc. but

excluding the cost of purlins, rafters

15 width 1044/920 mm, cover width

26.41S NEW TECHNOLOGY ITEMS

ECOR-CONST-HQ-ENGG/ECOR

26.65 Providing and fixing roofing consist Sqm 925.44 1630.4 1508837.38

of 0.8 mm thick galvanized steel

deck sheet confirming to IS

277:1992 used as permanent

shuttering over which MS wire mesh

3mm laid at 100x100 mm grid

16 including edge trim covered with

concrete. This metal deck will be

supported on structural steel beam

with shear studs. (Structural steel

like Beam, column, joists etc. &

concrete of different grade as per

design will be paid separately).

Schedule Schedule G-Execution of Non Schedule items (Non USSOR-2021 & CPWD-DSR-2021 Items).

Item- 7 Execution of all items under Schedule-G.

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

1 1 Providing Reinforced earth structure Sqm 4560.00 9848.09 44907290.40

including excavation for foundation,

foundation concrete in M15 and

cement concrete grooved seating in

the foundation for facing elements

inM35 (facia material) and its

placement, assembling, joining with

facing elements and laying of the

reinforcing elements asper Clause

3103, fixing frictionties and anchor

pins etc. as per approved design

and drawing ,providing filter media

of minimum 300 mm width or more

behind wall with perforated drainage

pipe of required diameter both

longitudinal and transverse direction

as directed ,back filling with

approved granular selected material

, laying in layers of 150mm thick,

breaking clods, dressing in required

lines, grades& section, watering and

compaction by vibratory roller etc.

including all lifts (for 5 Km lead &

average height of 8 m)complete.

Note : Back filling of approved

granular material of1500mm width

to be provided."Providing

REINFORCED EARTH".

carboxylate ether base water

reducing admixture Plast Super-

C700 conforming to lS:9103-1999

(to be added @ 1% by weight of

cement) for CC & RCC work for

controlling water cement ratio and

for gaining early strength.

ECOR-CONST-HQ-ENGG/ECOR

3 3 Provision of an reinforced cement Metre 760.00 783.15 595194.00

concrete crash barrier /RCC wall

type railing at edge of the road,

approaches to bridge structure and

medians, constructed with M-25

Grade concrete with HYSD

reinforcement conforming to IRC: 21

and dowel bars of 25mm dia,

450mm long at expansion joints

filled with pre-moulded asphalt filler

board, keyed to the structure on

which it is built and installed as per

design and as per dimension in the

approved drawing and at location

directed by the engineer all as

specified excluding cost of steel

reinforcement, its fabrication

charges and premoulded filler for

finished item (as per approved

4 4 Providing and laying well graded cum 1520.00 2533.45 3850844.00

drainage fill by 450 mm thick

composed of 20mm, 10mm, and

6mm of well graded aggregate as

per drawing and technical

specification and including cost,

seignorage and conveyance of all

the material to site and all labour

charge, drain pipe wrapped With

geotextile, hire charges of plant and

machinery for laying filter Media,

including technical supervision as

directed by engineer- in-charge for

finished item of work for drainage

layers behind the facts. As per

approved reinforced soil wall

5 5 Filling in between reinforced cum 18240.00 378.20 6898368.00

earth(RE) walls with good gravel

(Angle of interna friction not less

than 32) depositing the gravel

between walls, spreading gravel,

sectioning, grading and

consolidation with 8 to 10 Tonnes

vibratory road Roller @ OMC and

with plate compactor/small vibrator

for 1.5 m width from facia to meet

requirement of table 300-2 of

MORTH, including all hire and

operational charges of T&P and

seigniorage charges, complete for

finished item of work as per

MoRT&H specification 305 & 2200

(5th Revision) (Payment will be

made based on level for finished

Item of work) as per approved

drawing and as per the directions of

the Engineer-ln-charge.

ECOR-CONST-HQ-ENGG/ECOR

6 6 Conducting non destructive tests on Numbers 400.00 2795.00 1118000.00

butt and fillet welds as per IS codes

by Radiography/Ultrasonic, Magnetic

particle test report and dye

penetration tests by approved

agency and submitting the proper

test report to the department duly

certification by the approved agency

with contractor, labor, materials,

tools and plants including leading,

loading and unloading etc.,

complete as directed by the

Engineer-incharge.R.T.Test (Film

7 7 Conducting non destructive tests on Metre 4000.00 608.00 2432000.00

butt and fillet welds as per IS codes

by Radiography/Ultrasonic, Magnetic

particle test report and dye

penetration tests by approved

agency and submitting the proper

test report to the department duly

certification by the approved agency

with contractor, labor, materials,

tools and plants including leading,

loading and unloading etc.,

complete as directed by the

Engineer-in-charge.D.P.Test/

M.P.Test/U.T.Test.

8 8 Providing precast RCC slab for use cum 359.29 8121.00 2917794.09

as shuttering slabs, foot path slab

etc., using M-30 design mix with 20

mm graded stone aggregate

including fixing and removal of

contractor's for works ,shuttering

supports, vibrating ,curing etc., and

fixing in position (all labour and

materials including cement by the

contractor) with all lead and lift etc

as per approved drawing and as

directed by the Engineer-in-charge.

elastomeric membrane coating with

breathing property(viz., "Emce

colour Flex"/Deck guard 'S' or similar

type coating materials) over one

coat with its primer, the system

should be made of water based

acrylic polymer with selected

mineral fillers having properties of

ultra violet resistant crack bridging

type, carbonation resistant, water

proofing coating, the consumption of

primary coat and two coats of

protective coating shall be as per

the manufacturers specification

should be in suitable approved

shades, including cost of materials,

cleaning chipping and removing the

dirt particles of the concrete with

wire brush and water, labour for

applying the above coatings,

scaffolding charges, all inclusive

taxes etc., for sub structure and

super structure of the Road over

Bridge. Dry film thickness of each

coating shall not be less than 150

microns. Manufacturer specifications

shall be followed.

ECOR-CONST-HQ-ENGG/ECOR

11 11 Painting of crash barrier/kerb stones Sqm 1304.69 149.00 194398.81

of CC/RCC slabs, stone with

approved quality reflective type of

Enamel paint , including one coat of

primer with contractor's own labour

and material etc. complete as

directed by Engineer -in -charge.

0.2mm) thick heavy duty, full-body

homogeneous, anti-algal, all

weather resistant, exterior use

Paving vitrified tiles of size up to

400mmx400mm in approved shade,

colour & quality, having anti-skid

matt finish surface with plain or

projected texture. Tiles to be laid on

20 mm average thick cement mortar

bed of 1:4 (1 cement : 4 coarse

sand) with all labour, material

13 13 Supplying, cutting and fixing 18 mm Sqm 150.00 1203.00 180450.00

thick mastic pads for clean

joints/expansion joints in between

slab etc. as per IS: 1838

specification inclusive of costs of

labour, materials, tools and

equipment, loading, unloading, all

lead and lift, including crossing of

railway track, taxes, royalty and all

other incidental charges etc.,

complete as diretced by Engineer-In-

charge (cut pieces less than 500 mm

should not be used).

14 14 Providing Speed breakers as per Each 2.00 2953.00 5906.00

Railways approved Plans/Drawings

including painting white and yellow

bands, diagonals etc., complete with

contractors labour men and

materials, machinery, consumables,

approved paint, T&P, Crew, fuel etc.,

complete inlcuidng all lead and lifts

and directed by egineer-In -Charge.

15 15 Supply, fabrication, painting and Each 15.00 4429.00 66435.00

erection of road traffic warning

boards of suitable height of various

purposes such as No parking, No

entry , HTV and prohibited etc as

per IRC standards made of 50 * 50 *

5 mm MS angles such and 3 mm

thick MS plate for the board of

appropriate enamel paint and

pasted with reflective stickers

reflective paint on the board erected

into the ground with cement

metre including earth work

excavation, etc as directed by the

Engineer-in-Charge.

ECOR-CONST-HQ-ENGG/ECOR

16 16 Supplying & fixing of bearing with Each 4.00 154046.49 616185.96

fixtures for 25T loading for

composite girders- welding type

18.3m/24.4m and 30.5m span

Metallic guided bearing as per RDSO

approved drawings with latest

amendment. The rate is inclusive of

supply of Metallic guided bearings

and all other components of

approved dimensions and

specifications based on RDSO

Drawings with latest amendment,

fixing in position on bed block true

to line and level on pier/ abutment.

This included testing charges from

reputed laboratories, inspection

charges, if any, fixing with any other

adhesive material to the satisfaction

of Engineer at site with all lead, lift,

labour etc. complete in all respect.

Note The bearing shall meet with

the requirement as mentioned in the

respective approved drawings.

17 17 Supplying & fixing G.I. lamp posts in Each 10.00 10290.00 102900.00

crash barriers of ROB. The Post shall

consist of G.I. Pipe 100 mm dia 3m

long reduced to 75 mm dia 2.5m

long and again reduced to 50 mm

dia 2.5 m vertical height including

fixing of G.I. reducers and welding of

G.I. Pipes, bending ,transportation,

all taxes ,lead, lift etc. Necessary

provision for Electrical concealed

wiring shall be made in the parapets

and lamp posts complete as require.

Rate is also inclusive of fixing of

contractor's junction boxes in crash

18 18 Fabricating, supplying & installing Kg 1200.00 993.89 1192668.00

stainless steel railings for staircases,

balconies, FOBs,

Enquiry/Reservation complex etc.,

made of SS 304 grade stainless

steel, laser cut / water jet cut (no

shearing), polished with Automatic

round/flat polishing machine to get a

uniform hairline finish. All parts shall

be connected to each other with the

help of prescribed size CNC made

solid connectors, countersunk

screws. Welding should be finished

ensuring that no welding marks are

visible and assembly is mounted on

floor with the help of dash fasteners.

Railings shall be fabricated as per

approved drawings by engineer-in-

charge. Manufacturer shall submit

maintenance manual and basic

material test report for grade

ECOR-CONST-HQ-ENGG/ECOR

quality of poly carbonate sheets

2mm thick in side walling to suit the

required profile embossed clear

translucent UV protected with all

fittings such as J bolts bitumen and

cup washers, including drilling holes

in sheets, filling the gaps with Sqm

silicon sealant including all cost of

labour materials, lead, lift,

transportation, loading, unloading,

etc. Complete as directed by

Engineer-in- charge. Note: The area

of individual sheets will be taken

into consideration for payment.

20 20 Comprehensive Land Acquisition Each 1.00 631880.00 631880.00

Liaison Services under Railways Bridge

(Amendment) Act, 2008 including

Site office with all category of Man

power (Land expert, Amin, Legal

expert, Chainman etc.), Camp for

public consultation, boundary

making and fixing of stone with

supervision charges involving below

activities: NOTE: 1. PRE-

ACQUISITION ACTIVITIES (Sections

20-A to 20-D) 1.1 Land Survey and

Verification (Section 20-A Support)

1.2 Stakeholder Consultation and

Documentation 1.3 Survey

Operations Support (Section 20-B)

1.4 Damage Assessment and

Compensation (Section 20-C) 1.5

Objection Management (Section 20-

D) 2. DECLARATION PROCESS

(Section 20-E) 2.1 Declaration

Documentation 2.2 Publication and

Notification 3. COMPENSATION AND

ACQUISITION (Sections 20-F to 20-I)

3.1 Valuation and Compensation

(Sections 20-F & 20-G) 3.2 CALA and

Arbitration Support 3.3 Payment and

Possession (Sections 20-H & 20-I) 4.

POST-ACQUISITION ACTIVITIES 4.1

Land Transfer and Mutation 4.2 Final

Demarcation and Handover 4.3

Compliance and Reporting 4.4 Fixing

of Boundary stone Payment

Schedule: i) 40% of the accepted

rate will be made after completing

Section -11/20A to 20-D. ii) 20% will

be released on clearing Section - 20-

E (iii) 20% on clearing Section - 20-F

(iv) 20% in the Final bill after

completing all land acquisition work,

including mutations of land to the

name of the Railway.