Construction of LHS in lieu of existing manned level crossing No.137 at Km. 242/23-25 between section Asanboni - Salgajhari.

steel and Cement)

Execution of all works as per SER-HQ-IR-USSOR 2021-3-Ver-1 (Except Reinforcement steel and

S No. Item 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 guidelines.

2 013070 Driving rails 90R/52 Kg section below average Metre 1000.00 108.07 108070.00

ground level within the slope/toe of

embankment including making of nose with

contractor's own arrangement complete in all

respect Note: Payment will be made as per

actual driven length of rail which will be

supplied free by Railways at the site of work.

Exploratory drilling of boreholes down to

required depth, drilling of 150mm dia. boreholes

in all type of soils except hard rock & large

boulders (boulder core more than 30cm)

including refilling, reinstating surface and

disposing off surplus material including use of

mechanical rigs with power operated winches as

well as percussion/chiselling tool for advancing

through occasional seams of hard strata to be

employed, where necessary in Dry area.

Drilling of NX size borehole (75mm dia.) in all

types of hard rock and collection of rock core

samples from boreholes and preserving in

CKP-DIVN-ENGG/SOUTH EASTERN RLY

undisturbed samples of soil from bore holes,

including provision of air tight containers for

packing and, labeling incl. transporting the

samples to laboratory. Piston sampler shall be

used for extracting undisturbed samples where

necessary. Samples shall be collected as per

6 021120 Taking out 100mm dia. & 450mm long disturbed Each 7.00 144.18 1009.26

samples of soil from bore holes, including

provision of air tight containers for packing,

labeling and transporting the samples to

laboratory. Samples shall be collected as per

7 021130 Conducting standard penetration test as per Each 4.00 751.44 3005.76

IS:2131 at approximate1.5m intervals in bore

holes, as directed by the Engineer in charge

Conducting laboratory Tests on collected soil

samples as per relevant IS code

11 021154 Grain size analysis including Hydrometer Each 4.00 706.46 2825.84

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 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

graded stone aggregate 20 mm nominal size)

CKP-DIVN-ENGG/SOUTH EASTERN RLY

P r o v id in 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. 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.

20 022070 Providing and fixing Weep Holes in Abutments, Metre 55.00 246.59 13562.45

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.

21 024010 P r o v i d i n g and casting machine batched, cum 558.00 2880.63 1607391.54

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, (Cast in-Situ/Pre-cast) in

bottom/top slab, side walls, toe wall and sumps

haunch filling head walls, thrust bed or any

other component using 20mm graded crushed

stone aggregate and coarse sand of approved

quality of RCC box of any size including

finishing, Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability, complete as

per drawings and technical specifications as

directed by 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 at the stage

of Mix Design and in that case deduction shall

be made as per relevant item.

22 024020 Providing and laying in position machine cum 265.00 2618.75 693968.75

batched, machine mixed and machine vibrated

Design Mix Cement Concrete, mixed in Mobile

Concrete Batching/Mixing Plant at site or RMC

from approved plants, of specified grade (cast

in-situ) using 20mm graded crushed stone

aggregate and coarse sand of approved quality

in Drop and curtain wall and alike structures

below bed level, complete in all respect as per

drawings and technical specifications to the

satisfaction of Engineer-in-Charge. Note:

Payment for cement, reinforcement and

shuttering shall be made extra.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

23 025020 Providing and applying two coats of coal tar or Sqm 2370.00 171.20 405744.00

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

Centering and shuttering including strutting,

propping etc. and removal of form for :

24 025031 All types of bridge sub-structures, e.g. pier, Sqm 4240.00 674.52 2859964.80

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

25 031120 Casting and installation of single/twin RCC box cum 660.00 5102.28 3367504.80

of all sizes with or without common web section

including design of pushing scheme, thrust bed,

casting of all RCC components, with specified

grade of controlled concrete, pushing it in

correct position and alignment below Railway

track/Road following all measures of track

safety by 'Box pushing technique" as per

approved drawings/scheme, with or without

surcharge in all types of soils with disposal of

surplus earth away from vent up to 1 Km, fixing

arrangement for all services & utilities including

parapet walls on both sides, wearing course,

foot paths, plaques, drainage arrangements etc.

and all other incidental works to complete the

ROB/RUB/Canal crossing in all respect as per

specifications to the satisfaction of Engineer-in-

Charge. Note: 1. The rate includes all items of

work/supplies for complete job in all respects

except "cost of Reinforced cement concrete,

cement, reinforcement & shuttering" of (i) main

RCC Box; (ii) Thrust Bed; (iii) Footpath (iv)

Parapet wall and (v) wearing Course only, which

shall be paid extra under relevant items of

USSOR. 2. In case Drag Sheet and/or Rail Cluster

are to be used as per approved scheme and

design, the same shall be paid extra under

relevant item. 3. The payment for this item shall

be made for the clear inner cross section area of

the parent RCC Box/Boxes and barrel length i.e.

clear inner volume of parent RCC Box/Boxes.

26 031140 Fabrication, insertion and removal of rail cluster MT 20.00 6431.07 128621.40

below the running track to ensure safety of track

during box pushing in correct position and

alignment with Railway rails and contractors MS

flats, wooden blocks, and 12 mm dia bolts etc.,

as per approved drawing including removing

and filling back of ballast below track under

traffic conditions of Electrified/Non-Electrified

section with all contractors, labour, tools,

tackles, consumables plants, and 50MT capacity

crane and any other material required for

execution of work in all respect with all lead and

lift, transportation and as directed by Engineer

in-charge. Payment quantity shall be as per the

weight of rail in rail cluster used at site or as per

approved drawing, whichever is minimum.

27 041020 Supplying and fixing HSFG bolts of any dia and Kg 140.00 199.91 27987.40

any length with suitable nuts including DTI

washers conforming to IRS-B1-2001 for bridges

a n d s t e e l structures with contractors labour,

tools and plants and lead and lift etc., complete.

28 051030 Supplying of stone boulders weighing not less cum 503.00 914.75 460119.25

than 35 kg each at specified bridge locations.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

29 052030 Supply and laying of quarry dust including cum 700.00 1028.70 720090.00

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.

30 052240 Supplying, spreading and filling coarse sand (no cum 330.00 1113.65 367504.50

cohesive materials to be used) of approved

quality including watering and ramming in

foundation, behind the abutment, wing wall,

retaining wall in layers not exceeding 150mm

thick including its compaction as per direction of

Engineer-in-charge. The rate includes all lead,

lift, ascent, descent, crossing of Railway line

etc. complete with contractor's labour,

materials, tools and plant.

31 052250 Providing Boulder Backing behind wing wall, cum 370.00 387.52 143382.40

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

32 211220 Supplying and filling 50 kg size empty cement Each 1000.00 11.26 11260.00

polythene bags with Rly.

Ballast/moorum/earth/Sand/quarry dust etc.

placing the filled bags on the high banks /bridge

approaches/nominated place etc. dumping and

spreading at the nominated locations to profile

under block period with all contractor's labour,

tools, plants, loading, unloading, filling,

spreading including all lead/lift etc. complete

and as directed by the Engineer in charge at

site including crossing of track where necessary.

Schedule Schedule B-Execution of all works as per SER-HQ-IR-USSOR 2021-3-Ver-1 (For Cement)

Item- 1 Execution of all works as per SER-HQ-IR-USSOR 2021-3-Ver-1 (For Cement)

S No. Item Description of Item Unit Qty Rate Amount

Supply and using Cement at Worksite

1 025072 Ordinary Portland Cement 53 grade of approved MT 540.00 8964.18 4840657.20

2 025073 Pozzolana Portland Cement approved MT 340.00 8429.01 2865863.40

Schedule Schedule C-Execution of all works as per CPWD DSR 2023-Ver-1 (Except Reinforcement steel)

Item- 1 Execution of all works as per CPWD DSR 2023-Ver-1 (Except Reinforcement steel)

S No. Item 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 width as

2.6 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-

2.27 Supplying and filling in plinth with sand under cum 100 2123.75 212375

2 floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Providing and laying in position cement

concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for Sqm 2575 392.15 1009786.25

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 65 927.25 60271.25

access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 15 736.4 11046

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 40 961.3 38452

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: 9103 to

5.33 accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; 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

5.33.1.1 Concrete of M25 grade with minimum cement cum 365 9504.75 3469233.75

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 25 9860.4 246510

content of 330 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

superstructure above plinth level up to floor V

level in all shapes and sizes in :

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 43000 133.7 5749100

in built up sections, trusses and framed work,

11 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

10.19 Providing and fixing mild steel round holding Kg 400 97.2 38880

12 down bolts with nuts and washer plates

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 250 172.6 43150

brackets, gates and similar works

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised iron Sqm 1500 738.65 1107975

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge)

of total coated thickness 0.50 mm (base metal

of minimum 0.45 mm thickness with total

coating thickness of 0.05 mm) with zinc coating

120 grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18

microns. Sheet should have protective guard

film of 25 microns minimum to avoid scratches

during transportation and should be supplied in

single length upto 12 metre or as desired by

Engineer-in-charge. The sheet shall be fixed

using self drilling /self tapping screws of size

(5.5x 55 mm) with EPDM seal, complete upto

any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters

and trusses and including cutting to size and

shape wherever required.

Providing and fixing precoated galvanised steel

sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating thickness

12.51 of 0.05 mm) with Zinc coating 120 grams per

sqm as per IS: 277, in 240 mpa steel grade, 5-7

microns epoxy primer on both side of the sheet

and polyester top coat 15-18 microns using self

drilling/ self tapping screws complete :

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.37S INTERIOR FINISHING

Distempering with 1st quality acrylic distemper

(ready mixed) having VOC content less than 50

13.41 gram/litre, of approved manufacturer and of

required shade and colour all complete to

achieve even shade and colour :

13.41.1 New work (two or more coats) over and Sqm 110 185.65 20421.5

including water thinnable priming coat with

cement primer having VOC content less than 50

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement paint

of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 100 116.9 11690

16.0 ROAD WORK

16.3 Supplying and stacking at site.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

16.4 Laying, spreading and compacting stone cum 930 1046.95 973663.5

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

22 roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material to

fill up interstices of coarse aggregate, watering

and compacting to the required density .

16.42S CONCRETE PAVEMENTS

Providing and laying design mix cement

concrete of M-30 grade, in roads/taxi tracks/

runways, using cement content as per design

mix, using coarse sand and graded stone

aggregate of 40 mm nominal size in appropriate

proportions as per approved and specified

design criteria, providing dowel bars with

sleeve/ tie bars wherever required, laying at

site, spreading and compacting mechanically by

using needle and surface vibrators, levelling to

required slope/ camber, finishing with required

texture, including steel form work with sturdy

M.S. channel sections, curing, making provision

for contraction/ expansion, construction and

longitudinal joints (10 mm wide x 50 mm deep)

by groove cutting machine, providing and filling

joints with approved joint filler and sealants,

complete all as per direction of Engineer-in-

charge (Item of joint fillers, sealants, dowel bars

with sleeve/ tie bars to be paid separately).

16.43.1 Cement concrete prepared with batch mixing cum 200 10529.35 2105870

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with G.I.

18.12 fittings including trenching and refilling etc.

Schedule Schedule D-Execution of all works as per CPWD DSR 2023-Ver-1) (For Reinforcement steel only)

Item- 1 Execution of all works as per CPWD DSR 2023-Ver-1 (For Reinforcement steel only)

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 172350 107.85 18587947.5

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 64000 107.85 6902400

Schedule Schedule E-Execution of all works as per (NS/SPL items)

Item- 1 Execution of all works as per (NS/SPL items)

S No. Item Description of Item Unit Qty Rate Amount

CKP-DIVN-ENGG/SOUTH EASTERN RLY

including wooden sleeper with suitable methods

by contractors own arrangement with Railway

crane and fixing the same as directed by

Engineer -In-Charge at site. The rate including's

all taxes, lift, labour, charges, taxes etc.

Complete NOTE: Railway may choose to carry

out the launching and De-launching of girder by

using Railway crane and contractors labour. In

case Railway crane is utilized, deduction in

payment shall be made @ Rs. 3,000/- per MT

from basis departmental cost.

2 2 De-launching / Removal of the relieving girder MT 145.00 8506.64 1233462.80

as well as exiting girder including cross girder

footpath with contractors complete

arrangement by erecting and fixing CC/wooden

crib as per required dimension and approved

drawing as direction by Engineer-In-Charge at

site and dismantling of CC wooden cribs after

completion of work with contractors labours ,

tools & plants machinery equipment, lead, lift,

taxes and all other incidental charges and

stacking the same at suitable place in descent

manner with a free lead of 50 Mtr. of as directed

by Engineer-In-Charge. NOTE: a) Launching/De-

launching shall only commence on approval of

the launching scheme by Engineer in charge. b)

The above work shall be planned in a suitable

traffic cum power block normally 4 to 6 hrs.

longer blocks request can be considered as per

availability on the Railway section. C) Released

Girder after launching to be kept on bridges

approach or shall be loaded on Railway wagons

at Contractors cost as directed by the Engineer

at site. d) Tenderer shall have to make his own

service Road for transport of materials and

equipment. No separate payment will be made

on this account. However, railway will allow

making use of existing service Road available

within for fabrication yard shall be made

available a site as per availability, by the

Railway free of cost. Normal cess charges shall

be applicable. f) If required by contractors and

approved by Engineer-in-charge, use of

140/120Ton capacity Railway crane can be

made available from the division on payment of

all departmental/hire charges as per prevalent