Construction of ROB No.460 with spans : 1x42.0m CG +3X18.0m CG +3x30.0m PSC Girder +RE Walls, & FOB in lieu of closing of manned level crossing at Km 812/11-13 between Vizianagaram (VZM)-Nellimarla (NML) stations of 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.,

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

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-

superstructure, Service/Diversion of Roads etc(items covered under USSOR-2021).

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

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

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

ECOR-CONST-HQ-ENGG/ECOR

2 012040 Manufacturing of blanketing material cum 2580.00 915.96 2363176.80

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.

P r o v i d i n g 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.

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.

ECOR-CONST-HQ-ENGG/ECOR

Providing and laying in position Plain

cement concrete of specified Nominal

Mix for 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)

7 022040 P r o v i d i n g and laying in position cum 1949.10 3777.08 7361906.63

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. 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

a n d in that case deduction shall be

made as per relevant item.

ECOR-CONST-HQ-ENGG/ECOR

P r o v i d i n g 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. 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

a n d in that case deduction shall be

made as per relevant item.

Platform & Pedestal over Pier cap,

Fender wall, Diaphragm wall etc.

11 022054 Approach slab at formation level, Dirt cum 430.39 3809.70 1639656.78

wall/ ballast wall at formation level

12 022055 Extra for every increase of 1m or part cum 2363.81 65.23 154191.33

thereof in the height above 9.0 m

13 022060 Providing and laying Plain Cement cum 437.47 3513.33 1536976.48

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 by Engineer.

14 022070 Providing and fixing Weep Holes in Metre 901.80 276.80 249618.24

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.

ECOR-CONST-HQ-ENGG/ECOR

15 022140 Pulse Echo Test (PET) for integrity Each 60.00 3186.07 191164.20

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, e.g. Sqm 9030.88 665.63 6011224.65

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 ground level

17 025032 All types of bridge super-structures, Sqm 3773.50 868.54 3277435.69

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

girders etc. up to 5m above ground

18 025033 Extra for additional height over item Sqm 5435.38 107.45 584031.58

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.

19 031030 Providing and launching in position cum 808.80 3777.08 3054902.30

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 for the Precast

Prestressed (Pre-tensioned) concrete

girder/slab in contractor's casting

yard, 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

E n g i n e e r. Note: 1. Payment for

Shuttering, Cement, Reinforcement,

HTS cables including stressing and

launching of girder/slab in position

shall be made extra under relevant

items. However, deduction shall be

made in case of slab as per relevant

item. 2. For pre-cast item, loading in

transport vehicle in casting yard is

included and shall not be paid extra.

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

ECOR-CONST-HQ-ENGG/ECOR

position to exact design profiles,

H.T.S. cables of all classification made

from Low Relaxation strands

conforming to IS:14268- latest

version in Pretensioned Prestressed

Concrete girders/slabs etc. including

supplying, cutting, making into cables

with necessary spacers, colour

coding, protecting with water soluble

oil at all time, placing, bending,

routing, fixing, stressing including all

lead and lift with contractor's own

materials, labour, equipments etc.

complete as per drawings &

specifications. Payment shall be

made in terms of weight of HTS

cables as per drawing.

21 031210 Supplying and laying 160mm dia. PVC Metre 360.00 395.89 142520.40

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.

22 041050 Providing and fixing railing used in Kg 800.00 104.58 83664.00

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

position true to line and level cast

steel rocker/roller bearing of different

load bearing capacity conforming to

IS:3073 and IRS Bridge Code

including all accessories as per

drawing and Technical Specifications

with all material, labour, T&P as a

complete job. The payment shall be

made for the load bearing capacity in

Metric Tonne as per approved

position true to line and level forged

steel roller bearing of different load

bearing capacity conforming to IS

IS:3073 and IRS Bridge Code

including all accessories as per

drawing and Technical Specifications

with all material, labour, T&P as a

complete job. The payment shall be

made for the load bearing capacity in

Metric Tonne as per approved

ECOR-CONST-HQ-ENGG/ECOR

Providing road crane of specified

lifting capacity with specified jib

length revolving type for material

handling, assembly & erection of

girders/slab/RCC Box etc.

Launching in position, by any

approved method, pre-fabricated

Steel Girders, precast PSC

girders/slabs, casted at casting bed

developed at site, to correct

alignment and level over the bed

block / pedestal with all required

arrangements, complete in all

27 051030 Supplying of stone boulders weighing cum 450.00 1347.74 606483.00

not less than 35 kg each at specified

bridge locations.

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

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

30 052150 Providing and laying of filter media cum 405.00 2662.74 1078409.70

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

31 052250 Providing Boulder Backing behind cum 450.00 359.00 161550.00

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.

32 052260 Dewatering of natural or accumulated HP Hour 5000.00 45.56 227800.00

water from any location. Payment to

be done for Horse power of pump

multiplied by pumping hours.

ECOR-CONST-HQ-ENGG/ECOR

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 site.

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

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

2 022100 Providing, fabricating and installing MT 152.86 108148.95 16531648.50

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 other means.

ECOR-CONST-HQ-ENGG/ECOR

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

to 100 T capacity pile

to 250 T capacity pile

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., (items 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 and Cubic 324000.00 1.52 492480.00

fixing in position elastomeric bearing Centimetre

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.

ECOR-CONST-HQ-ENGG/ECOR

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

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-

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 conditions (not

requiring traffic block) on sub-

structure including provision of trolley

r e f u g e s etc., complete as per

a p p r o v e d 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

Erection/Launching: 20% (iv)

Completion in all respects: 20%

Girder/Composite Girder (Steel Work)

Grade Designation E350 instead of

Grade Designation E250 of Quality

"B0" as per IS: 2062

ECOR-CONST-HQ-ENGG/ECOR

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.

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.

9 041041 On new girder during fabrication Sqm 7000.00 774.87 5424090.00

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, AISI:304, AISI:316,

BS-5400, 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

ECOR-CONST-HQ-ENGG/ECOR

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

steel items etc., (items 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

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening, cutting,

bending, placing in position and

binding all complete.

grade Fe-500D or more of approved

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 Worksite

approved brands/makes

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

CPWD-DSR-2023).

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

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

2.0 EARTH WORK

2.1S General

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

for all lift, as directed by Engineer-in-

Earth work in excavation by

mechanical means (Hydraulic

excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in

2.7 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

4.1S CEMENT CONCRETE (CAST IN SITU)

Centering and shuttering including

4.3 strutting, propping etc. and removal

of form work for :

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 100 736.4 73640

bressummers and cantilevers

ECOR-CONST-HQ-ENGG/ECOR

5.9.6 Columns, Pillars, Piers, Abutments, Sqm 200 961.3 192260

Posts and Struts

5.9.7 Stairs, (excluding landings) except Sqm 350 764.95 267732.5

spiral-staircases

5.12S PRE-CAST RCC

5.15 Providing, transporting, hoisting and cum 50 13899.2 694960

fixing above plinth level up to floor

five level precast reinforced cement

concrete in lintels, beams and

bressummers, including setting in

cement mortar 1:3 (1 cement : 3

coarse sand), cost of required

centering and shuttering but ,

excluding the cost of reinforcement,

with 1:1.5:3 (1 cement : 1.5 coarse

sand (zone-III) derived from natural

sources : 3 graded stone aggregate

20 mm nominal size derived from

natural sources)

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready

mixed or site batched design mix

cement concrete for reinforced

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:

5.33 9103 to accelerate / retard setting of

concrete, to improve durability and

w o r k a b i l i t y without impairing

s t r e n g t h ; including pumping of

concrete to site of laying, curing,

carriage for all leads; but excluding

the cost of centering, shuttering,

finishing and reinforcement as per

direction of the engineer-in-charge,

for the following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cum 150 9655.7 1448355

cement content of 350 kg /cum

All works above plinth level upto floor

5.33.2.2 Concrete of M30 grade with minimum cum 90 10011.35 901021.5

cement content of 350 kg /cum

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in foundation and

6.26S EXPOSED BRICK WALL

Brick work with clay flyash F.P.S. (non

modular) brick of class designation

7.5 in superstructure above plinth

level up to floor five level in :

10.0 STEEL WORK

10.1S General

ECOR-CONST-HQ-ENGG/ECOR

10.2 Structural steel work riveted, bolted Kg 250000 133.7 33425000

or welded in built up sections, trusses

and framed work, including cutting,

hoisting, fixing in position and

applying a priming coat of approved

steel primer all complete.

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

10.19 Providing and fixing mild steel round Kg 1920 97.2 186624

15 holding down bolts with nuts and

washer plates complete.

10.20 Providing and fixing bolts including Kg 800 159.35 127480

nuts and washers 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).

17 11.20.4 Ordinary cement without any pigment Sqm 600 1056.35 633810

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough

13.2 side of single or half brick wall of mix

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 288 160.6 46252.8

@ 1.67 ltr/10 sqm over and including

priming coat of exterior primer

applied @ 0.90 litre/10 sqm)

Painting with aluminium paint of

13.63 approved brand and manufacture to

give an even shade .

Applying priming coats with primer of

approved brand and manufacture,

having low VOC (Volatile Organic

Compound ) content.

13.85.3 With water thinnable cement primer Sqm 4198.3 73.95 310464.29

21 on wall surface having VOC content

less than 50 grams/litre

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete

manually/ by mechanical means

15.2 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 cum 50 2434.25 121712.5

(including equivalent design mix)

ECOR-CONST-HQ-ENGG/ECOR

15.60 Disposal of building rubbish / malba / cum 200 263.95 52790

similar unserviceable, dismantled or

waste materials by mechanical

means, including loading,

23 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

16.1S ROADS

16.1 Preparation and consolidation of sub Sqm 5160 218.9 1129524

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 earth

with lead upto 50 metres.

16.9 Scarifying metalled (water-bound) Sqm 11210 33.3 373293

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 :

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

ECOR-CONST-HQ-ENGG/ECOR

16.50 Providing and fixing Glow studs of Each 1000 206.3 206300

size 100x20 mm made of heavy duty

body shall be moulded ASA (Acrylic

styrene Acrylonitrile ) 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)

28 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.

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 equipped with

16.54 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

specifications and directions of

Engineer-in-Charge.

thickness with bitumen of grade VG-

30 @ 5% (percentage by weight of

29 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 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 cum 594.25 12126.2 7205994.35

bitumen of grade VG-30 @ 5.5%

(percentage by weight of total mix)

30 and lime filler @ 3% (percentage by

weight of Aggregate) prepared in

Batch Type Hot Mix Plant of 100-120

ECOR-CONST-HQ-ENGG/ECOR

16.62 Providing and applying 2.5 mm thick Sqm 890 747.8 665542

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 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 & lifts,

16.78 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 2242 2784 6241728

32 (size range 75 mm to 0.075 mm)

having CBR Value-30

16.79 Providing, laying, spreading and cum 3363 2914.3 9800790.9

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

33 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-Charge.

22.0 WATER PROOFING

22.1S General

ECOR-CONST-HQ-ENGG/ECOR

22.22 Providing and mixing integral Kg 15500.09 388 6014034.92

crystalline admixture for water

proofing treatment to RCC structures

like basement raft, retaining walls,

reservoir, 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

0.50 mm. 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.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.1S General

26.6A Providing, erecting, laying and fixing Sqm 1000 6012.1 6012100

in position in 3.5 to 4 mm thick

bamboo mat corrugated sheet

(BMCS) as per IS: 15476-2004 in

roofing with self drilling screws along

with EPDM washers complete or with

galvanized iron J or L hooks 8mm dia

G.I. plain and bitumen washers etc,

all complete as per direction of

Engineer-in-Charge.

26.6B Providing and fixing in position ridges Metre 230 4830.1 1110923

of 3.5 to 4 mm thick bamboo mat

ridge cap (BMRC) as per IS: 15476-

2004 in roofing with self drilling

36 screws along with EPDM washers

complete or with galvanized iron J or

L hooks 8mm dia G.I. plain and

bitumen washers etc, all complete as

per direction of Engineer-in-Charge.

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 or curved

26.19 surfaces including 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

sealant where required etc. but

excluding the cost of purlins, rafters

ECOR-CONST-HQ-ENGG/ECOR

37 width 1044/920 mm, cover width

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of Sqm 2142.24 1525.6 3268201.34

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 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-2023 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 5160.00 9848.09 50816144.40

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

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 controling water

cement ratio and for gaining early

ECOR-CONST-HQ-ENGG/ECOR

3 3 Provision of an reinforced cement Running 1040.00 731.31 760562.40

concrete crash barrier /r.c.c wall type Metre

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 desigin 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 chareges and pre

moulded filler for finished item (as

per approved drawing)

4 4 Providing and laying well graded cum 1720.00 2365.74 4069072.80

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

conveyence Of all the material to site

and all labour charge, drain pipe

wrapped With geotextile, hire charges

of plant and machinary for laying

filter Media, incluiding 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

earth(RE) walls with good gravel

(Angle of interna friction not less than

32) depositing the gravel between

walls, spreading gravel, sectioning,

grading and consolidatlon 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-

6 6 Conducting non destructive tests on Numbers 500.00 2609.97 1304985.00

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 thedepartment 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 300m long)

ECOR-CONST-HQ-ENGG/ECOR

7 7 Conducting non destructive tests on Metre 5000.00 567.75 2838750.00

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 as cum 49.36 7583.39 374316.13

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.

9 9 Providing two coats of elastic Sqm 7813.03 498.65 3895967.41

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. Manufaturer

specifications shall be followed.

10 10 Launching girders under traffic block MT 503.00 12056.63 6064484.89

11 11 Painting of crash barrier/kerb stones Sqm 875.90 136.72 119753.05

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

ECOR-CONST-HQ-ENGG/ECOR

0.2mm) thick heavy duty, full-body

homogeneous, anti-algal, all weather

resistant, exterior use Paving vitrified

tiles of size upto 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 complete job

13 13 Supplying, cutting and fixing 18 mm Sqm 150.00 1123.36 168504.00

thick mastic pads for clean

joints/expansion joints in between

slab etc. as per IS: 1838 specification

inlcuisve 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 Proviing Speed breakers as per Each 2.00 2757.51 5515.02

Railwaus 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 4135.80 62037.00

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 concrete 1:3:6 for 0.30 *

0.30 * 0.60 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 6.00 122121.26 732727.56

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 9442.10 94421.00

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

contractors junction boxes in crash

18 18 Fabricating, supplying & installing Kg 2200.00 928.09 2041798.00

stainless steel railings for taircases,

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 aintenance

manual and basic material test report

for grade certification.

ECOR-CONST-HQ-ENGG/ECOR

19 19 supplying and fixing approved quality Sqm 100.00 3479.85 347985.00

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

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 complting 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.