Infrastructure works of SW-I: New Forge Line Forging Bay- Bloom Storage and the relocation of existing Road to NAFL, SW-II: Extension of Axle Forging Heat treatment Bay and Development of connection to relocated road from Wheel Shop main road/weigh bridge and SW-III: Improvement of road surface inside material gate and Wheel Shop roads.

A1-SW-I: New Forge Line Forging Bay -Blooms Storage and the

A1-SW-II Extension of Axle Forging Heat Treatment Bay & Development

A1-SW-III Improvement of Road Surface Inside Material Gate and Wheel

A2-SW-I : New Forge Line Forging Bay -Blooms Storage and the

A2-SW-II Extension of Axle Forging Heat Treatment Bay & Development

A2-SW-III Improvement of Road Surface Inside Material Gate and Wheel

A3-SW-I: New Forge Line Forging Bay -Blooms Storage and the

A3-SW-II Extension of Axle Forging Heat Treatment Bay & Development

A4-SW-I : New Forge Line Forging Bay -Blooms Storage and the

A4-SW-II Extension of Axle Forging Heat Treatment Bay & Development

B1-SW-I: New Forge Line Forging Bay -Blooms Storage and the

B1-SW-II Extension of Axle Forging Heat Treatment Bay & Development

B2-SW:I: New Forge Line Forging Bay -Blooms Storage and the

B2-SW-II Extension of Axle Forging Heat Treatment Bay & Development

C1-SW-I New Forge Line Forging Bay -Blooms Storage and the relocation

Manufacture, supply, transportation, painting & erection of all structural steel work and items required for completion of pre-engineered shed including purlin, rafter, gantry girders, cat walk, platform, stairs, frames, fasteners, chequered plates, anchor bolts, connection bolts and nuts etc., as per proof checked design and drawings. The rate shall include supply, fastening, cutting, 15 drilling, handling, riveting/welding with supply of electrodes, rivet, bolts and nuts, bituminous washer, supply of all labour, materials, tools and plants, scaffolding, staging complete in all respect. The rate is inclusive of all contractor's materials, all taxes including Excise duty, CESS on ED and other charges, charged as levied as per provision laid down by the Central government and Freight and Transit insurance, tools and plants, labour, lead, lift, taxes, painting with two coats of synthetic enamel paint over a coat of red oxide primer etc., complete. The contractor shall not claim any other charges other than the quoted rate for the successful completion of work.

C1-SW-II Extension of Axle Forging Heat Treatment Bay & Development

Assembling, laying and linking of Broad Gauge track over CC apron, RCC/CC Bed 16 Blocks etc. to correct level & alignment, fixing of all fittings with rails / panels, aligning & leveling correctly, as directed by engineer in-charge. Rate is inclusive of cutting rails, drilling holes for fixing fish plates, lubrication of fittings & fastenings, fixing reference pillars, arrangement for keeping assembly in correct position while concreting, as required.

Extra for using polymer Slurry in pile foundation in lieu of Bentonite Slurry

C2-SW-I New Forge Line Forging Bay -Blooms Storage and the relocation

Providing , supply and fixing of Rail Fixtures including cutting and fabrication of Rail Fixtures as per the drawing provided, erection of department supplied crane rails from ground level to gantry girder level (10 M height from GL), placing the crane rails in proper alignment to the centre line of the Girder by measuring it to the proper gauge, carrying out welding work to fix the Rail Fixtures and carrying out tightening of Rail Fixtures with necessary nuts, bolts & washers. Also the necessary nuts, bolts and washers will be supplied by the contractor with the Rail Fixtures, fixing of department supplies fish plates etc. The rate quoted shall be inclusive of contractor's materials, labors, tools and plants, lead and lift, taxes etc complete

Extra for using polymer Slurry in pile foundation in lieu of Bentonite Slurry

C3-SW-I New Forge Line Forging Bay -Blooms Storage and the relocation

"Multi fix anchor plate/Extremity Plate/End Anchors with following specification: MOC- 18 SS316,Cable Tensioning:0.8 to 5.0 KN Net Weight : 1.5 Kgs Breaking Strength : 35 kn Operating Temperature :(-40 deg.C to +50 deg C) Make: 3M DBI SALA/INOVATIX/ DELTAPLUS/ UNICARE OR Equivalent"

"Hex swage stud, pass through or Cable Extremity with followingspecification: MOC- 18 SS 316-Used to terminate cable at one end of system and allows cable to pass through for tensioning prior to swaging, For use with 8mm,7 X 19/7X7 cable, Minimum Breaking Strength: 35kN Make: 3M DBI SALA/INOVATIX/ DELTAPLUS/ UNICARE OR Equivalent"

"Tension energy/Shock absorber with tension indicator & fall indicator with following specification:MOC-SS316 & System should have Energy Absorber with Built-in Tensioner for better stability & ensure adequate Safety to entire system & users. Built-in Tensioner should have tension 18 indicator like Green & Red Marking on the device to attain required tension of life Line, tension indicating spring, total elongation 0.16M. Maximum 4 users capacity, 6KN or 8KN peak force connecting device, dependent on system layout. Cable Tensioning : 5KN minimum breaking Strength :35 KN peak Deployment Force : 12 to 19 KN. Average Deployment Force: 12 to 16 KN. Total elongation M:0.6M. Make : 3M DBI SALA/INOVATIX/DELTAPLUS/ UNICARE OR Equivalent"

"8mm wire Rope/Cable of desired length as per the locations with following 18 specification : Stainless Steel 316 Cable 7X7/7X19 Permanent Horizontal Lifeline applications.7X19/7X7 Core stands - 8mm SS316 Cable Life Line .Minimum Breaking strength38.7 KN. Make : 3M DBI SALA/INOVATIX/ DELTAPLUS/ UNICARE OR Equivalent"

8mm Cable Extremity/Hex Swage Toggle - with following specification : MOC - SS316- Used to terminate cable at one end of system. For use with 8mm 7X7/7X19.Minimum breaking Strength 35KN. Make : 3M DBI SALA/INOVATIX/ DELTAPLUS/ UNICARE OR Equivalent

Fabrication of side post for installing on existing steel structure/RCC structure- 18 Breaking Strength : 10 KN. Length:350mm to 550mm.Installation Type : To be welded on existing Steel Structure, for fixing on RCC structure, MS Plate 10mm thick shall be provided over existing RCC Structure and to be fixed with Anchoring bolts. Side post shall be welded over the MS plate.

Installation of lifeline system

D1-SW-I New Forge Line Forging Bay -Blooms Storage and the relocation

Supply, running & connection of 4 x 4 sq. mm and 2 x 4 sq. mm earth wire (RYB 19 colors for 3 Phases, Black for neutral & 2 Green for Earth) FRLS PVC insulated copper conductor single core wire 1.1KV grade in 50mm dia, 2mm thick MS conduit pipe clamped to GI tray/MS column/structure /in cable trenches at an interval of every 750mm distance using metal clamps. Make: Polycab, finolex, RR kable, KEI, Havells

Supply of end termination kit (each consists of 04 Nos. Aluminium lugs & metal gland) suitable for end termination of 4 x 50 sq.mm of 1.1kV grade Aluminium conductor, XLPE insulated armoured cable & making end termination as per instruction of engineer Incharge. Running

Supplying and installing of size 450mm width x 50mm depth x 2mm thickness hot dipped galvanised iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, fixing between concrete columns/structurers with GI supporting angle including GI bolts & nuts, etc. as required Running

Wiring for light circuit along with earth wire with the 4 x 2.5 sq.mm and 2 x 2.5 sq.mm earth wire of FRLS PVC insulated copper conductor, single core cable in steel conduit as required. Make of Cable: HAVELLS/POLYCAB/VGUARD/ FINOLEX

Supply, Installation and Testing of 100 watt, LED Street light fixture, powder coated 19 pressure die cast aluminum body, System lumen efficacy 105 <120 lm/Watt with all suitable accessories fixing at entrance of the building with suitable supports. Make:Philips/Crompton/Havells/Syska/HPL/ Pasolite/Benlo/Orient/Wipro

Supply, Erection & Testing of 100W, 230V AC LED high bay light fittings with driver, supporting MS angle, down road for extension and fixing hardware as per existing manner in RWF. The specification of LED high bay fittings is given below: (1) Operating input voltage :140 to 300 19 Volts (2) Luminaire System Wattage :100 Watts (3) Colour Temperature (CCT) +/- 500 K): 6000 K (4) Ingress Protection: IP66 (5) Shape of Luminaire: Round/Oval (6) Type of mounting: Metallic adjustable Brackets with Eye Bolt (7) Luminaire System Efficacy - Lumen output - (Lumen/watt): 100 The preferred make of the LED fittings: CG, ORIENT, Philips, Havells, Jaguar, Syska, Wipro, Osram. Supply

Supply, Erection & Testing of 100W, 230V AC LED high bay light fittings with driver, supporting MS angle, down road for extension and fixing hardware as per existing manner in RWF. The specification of LED high bay fittings is given below: (1) Operating input voltage :140 to 300 19 Volts (2) Luminaire System Wattage :100 Watts (3) Colour Temperature (CCT) +/- 500 K): 6000 K (4) Ingress Protection: IP66 (5) Shape of Luminaire: Round/Oval (6) Type of mounting: Metallic adjustable Brackets with Eye Bolt (7) Luminaire System Efficacy - Lumen output - (Lumen/watt): 100 The preferred make of the LED fittings: CG, ORIENT, Philips, Havells, Jaguar, Syska, Wipro, Osram. Erection

Welding Out lets with Enclosure: Supply, erection, testing and commissioning 19 (including mounting channel) of welding outlet boxes of 3 Phase, 415 Volt with 63 A switch disconnector Unit, 3Pole, DMC fuse base with 32 amps HRC fuse, 100 Amps 4- way Bakelite open type connector wired using 35 Sq.mm PVC insulated copper cable.

Supply of 4core 50sq.mm 1.1kV grade Aluminium conductor, XLPE insulated 19 armoured cable conforming to IS 7098 (Part 1) with latest amendments and shall have below specification: 1. Conductor material standard: as per IS: 8130:2013 latest 2. Construction of the conductor: Stranded and shaped 3. Material of armouring: Galvanized steel formed wire Preferred Make: Gloster, KEI, Polycab, Paragon, Havells, finolex, Universal, Havells. Running

Laying & Fixing of 1 run of 4core 50sq.mm 1.1kV grade Aluminium conductor, XLPE insulated armoured cable on existing cable tray/supports/columns/trench at a height of 6 to 12 mtr. 19 and Clamping(metal) the cable at every 1mtr distance throughout the cable. Supply of round shaped cable identification tag of 50mm dia. made of aluminium shall be provided for each cable at every 20 mtr distance. The size of the cable and month & year of laying shall be embossed on the round shaped aluminium tag. Note: All the hardware & welding set with welding rods for the above work is at contractor scope.

Design, Supply, Erection, testing and commissioning of Light Distribution Board (LDB) with below specification: 1. Incoming: 125 Amps, 3P, MCCB - 1 no. 2.Outgoings: a. Single phase 19 MCBs, 16 Amps - 24 nos (8 nos per phase) b. 3 pole 440 V, 63 amps' power contactor with 2 NO + 2 NC operating coil voltage 230V AC c. 32 Amps TPN MCB - 01 no d. Current transformer, 100/5A, Class-1 - 03 nos e. Digital clock timer single dect. 24 hrs - 01 no f. Digital Multifunction meter - 01 no. Erection of LDB includes the laying of foundation, concreting for foundation including supply of cement & other materials

Bracket type Wall mount Mancooler: Supply, erection, testing & commissioning of 3- phase, 0.75/1HP, 24" Bracket type wall mounted Heavy duty industrial man cooler with DOL starter confirming to IS 6272. Make: Crompton, Orient, Almonard Supply

Bracket type Wall mount Mancooler: Supply, erection, testing & commissioning of 3- phase, 0.75/1HP, 24" Bracket type wall mounted Heavy duty industrial man cooler with DOL starter confirming to IS 6272. Make: Crompton, Orient, Almonard Erection

Construction of GI pipe earth station as per IS: 3043. Running

Supply & Laying of 25mm x 3mm GI flat between LDB to Earth station.

supply and fixing of ceramic supporting insulator (including fastners) in supporting brackets and angle of DSL at every 1.5 mtr approx .Distance. Each such bracket consists of 4 ceramic insulators. Each Column consists of 5 or 6 brackets.

Supply & Erection of Wallmounting type 4 pole MCCB 250A 36KA type working in 3 19 phase 415V AC ,50 Hz Supply with suitable busbar for termination of copper cable upto 120 sqmm for each phase in weatherproof metal enclosure. Required cable length sahll be considered for termination from MCCB to DSL

Switch Enclosure box for mancooler: Supply, erection, fixing and testing of 10 A,TPN MCB with 63amps Bakelite 4-way connector with pre wired to be fixed in enclosure box for mancooler. - Supply

Switch Enclosure box for mancooler: Supply, erection, fixing and testing of 10 A,TPN MCB with 63amps Bakelite 4-way connector with pre wired to be fixed in enclosure box for mancooler.- Erection

Supply ,erection, testing & commissioning of of MS angle down shop leads(DSL) shall consist of 4 conductors 3 for three phases and one for earth conductor supported on existing structure with suitable brackets and insulators. The leads shall be adequate size so that the current density in the lead does not exceed 0.42 amp. per sq. mm. Minimum size of M.S. angle iron shall be 75mmx75mmx8mm. Phase color code should be used i.e. red, yellow and blue. The earth shall be marked green.The calculations of current density in the leads shall be given with the offer. The DSL shall be installed at suitable height to allow free movement of crane for all required motions. The 19 leads shall have uniform even contact surface throughout its length. The DSL shall be at safe clearance from electric lines and structure members and shall be adequately insulated as required. Successful tenderer shall visit the site for installation for study of local conditions and designing of DSL suitable for the place. The current collectors shall be graphitic cast iron having self lubricating and good contact conductivity to suit DSL as provided or as existing. The conductors shall be of self aligning type having full face contact to collect the current to meet maximum electrical load of the crane. The collectors shall be mounted on a suitable brackets on the crane on DSL side and it should not infringe with any adjoining members. Supply and fixing of Bracket assembly of MS angle of size 50mmx50mmx6mm for support brackets at the interval of 1.5mtrs distance approximate for complete length of DSL.

Supply & Installation DSL bus bar indicator lamp LED type working in 3ph 415VAC 50 Hz without neutral.LED in each array of RED,Yellow and Blue shall be housed dust and water proof 19 MS sheet metal box .The lamp shall be dust and water proof.Also the lamp shall be rust proof and able to with stand crane vibration.Lamps shall be placed for indiaction Red,Yellow & Blue phases at an interval of 20 meter of DSL length.The lamp shall be suitably erected and shall have cleats for clamping to structure.Each phase indicating LED shall have minimum 5Watts .Warranty minimum 01 Year from the date of supply. - Supply

Supply & Installation DSL bus bar indicator lamp LED type working in 3ph 415VAC 50 Hz without neutral.LED in each array of RED,Yellow and Blue shall be housed dust and water proof 19 MS sheet metal box .The lamp shall be dust and water proof.Also the lamp shall be rust proof and able to with stand crane vibration.Lamps shall be placed for indiaction Red,Yellow & Blue phases at an interval of 20 meter of DSL length.The lamp shall be suitably erected and shall have cleats for clamping to structure.Each phase indicating LED shall have minimum 5Watts .Warranty minimum 01 Year from the date of supply. - Erection

Supply and Erection of New Earth Pits: Supply, erection, testing and commissioning of Earthling station of Galvanised iron pipe electrode of size: with 50 mm dia (ID), B class, 3.0 mtr long, as per IS-3043 dimensions. Consolidating the earth pit with equal proportion of Salt-100 Kg , wood charcoal-100 Kg and equal proportion of water. After consolidating the Earth pit, it should be allowed to settle for one week, again water should be poured to the pit, any loose soil gone down has to be filled, and the pit shall be filled tightly and settled properly without any loose soil. Providing Concrete chamber of size: Inner dimensions: 400 mm (L) x 400 mm (W) x 350 mm (H). outer dimensions: 650 mm (L) x 650 mm (W) x 350 mm (H), using cement,sand and concrete mixture of ratio 1:2:4, covered with Cast iron Plate of size: 600 mm x 600 mm x 5 mm and other connected items like 19 funnel, GI bolt, Nut & Washer. Laying, fixing, welding & connecting of GI flat from panel/ equipment to Earth Electrode point through the existing tunnel/trench and from inside soft soil (below 1 foot) with suitable GI Bolt, Nut & Washers. Testing and measuring the Earth Resistance value (< 2 ohm). To provide anti corrosion quality, CI-lid cover has to be painted inside and outside with red oxide. When it will fully dry Lid cover top side has to be painted with yellow paint mentioning; Earth Pit No, Earth Resistance value, testing completed date, next due date for testing. The outside area of earth pit chamber has to be painted with snowcem or exterior cement paint. Note:1) Required length of GI strip of size 25x3 mm (As per site location and field requiremnent), salt, charcoal, as well as all items except water will be supplied by contractor. - may be quoted in lumpsum. Note: 2) During the laying of GI strip, if it is required to break the concrete, the contractor has to break the concrete at the depth of 1 foot and lay the GI strip and close the trench as original using concrete material. While laying the G.I strip if rail track crossing is required then contractor has to lay the strip beneath the track 1 foot below and close it as original. Also breaking of concrete as required carrying out construction of new earth pit is in contractor's scope

D1-SW-II Extension of Axle Forging Heat Treatment Bay & Development

Wiring for light circuit along with earth wire with the 4 x 2.5 sq.mm and 2 x 2.5 sq.mm earth wire of FRLS PVC insulated copper conductor, single core cable in steel conduit in concrete cable tunnel as required

Supply, Erection and testing of 35 Watts LED Well glass fittings with complete set of 20 accessories including fixing the fittings on concrete cable tunnel walls/ceilings conformity to IS:10322/Part 5/Section 1/2012 latest and IS: 16107 (Part 2/Sec 1):2012 latest. Make of LED fittings: OSRAM, ORIENT, BAJAJ, Philips, Surya, Havells, Wipro Supply

Supply, Erection and testing of 35 Watts LED Well glass fittings with complete set of 20 accessories including fixing the fittings on concrete cable tunnel walls/ceilings conformity to IS:10322/Part 5/Section 1/2012 latest and IS: 16107 (Part 2/Sec 1):2012 latest. Make of LED fittings: OSRAM, ORIENT, BAJAJ, Philips, Surya, Havells, Wipro Erection

Item- 1 Sch:A1-DSR 2021 items

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.1 Lime, moorum, building rubbish

1.1.2 Earth

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 200 411.3 82260

similar unserviceable, dismantled or waste

material by mechanical transport including

3 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10

km for all lifts, complete as per directions of

Engineer-in-charge.

RWF HQ-ENGINEERING/RWF

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 in 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.

Excavating trenches of required width for

pipes, cables, etc including excavation for

sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5 m, including getting

out the excavated soil, and then returning

the soil as required, in layers not exceeding

20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but Metre 100 651.55 65155

not exceeding 600 mm

2.25 Filling available excavated earth (excluding cum 28 253.95 7110.6

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work up

to plinth level :

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources: 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCED 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. Sqm 884 307.95 272227.8

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 560 669.55 374948

10 pilasters, butteresses, plinth and string

5.33S DESIGN MIX CONCRETE

RWF HQ-ENGINEERING/RWF

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 accelerate / retard setting of

concrete, to improve durability and

w o r k a b i l i t y 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. Note: Extra cement up to

10% of the minimum specified cement

content in design mix shall be payable

separately. In case the cement content in

design mix is more than 1.10 times of the

specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 367 8683.8 3186954.6

content of 330 kg /cum

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means 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 (i/c cum 59 2007.1 118418.9

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 17 2928.1 49777.7

mechanical means including stacking of steel

13 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

15.5 Extra for cutting reinforcement bars Sqm 110 947.1 104181

manually/ by mechanical means in R.C.C. or

14 R.B. work (Payment shall be made on the

cross sectional area of R.C.C. or R.B. work) as

per direction of Engineer-in-charge.

16.0 ROAD WORK

16.2 Extra for compaction of earth work in cum 4320 20.55 88776

embankment under optimum moisture

conditions to give at least 95% of the

maximum dry density (proctor density).

16.42S CONCRETE PAVEMENTS

RWF HQ-ENGINEERING/RWF

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 &

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 &

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).

16.43.2 Cement concrete manufactured in automatic cum 1210 10006.65 12108046.5

16 batching plant (RMC plant) i/c transportation

to site in transit mixer

Providing and filling in position rubberized

bitumen hot sealing compound for sealing of

16.46 expansion joints in roads / pavements all

complete as per direction of the Engineer-in-

Using grade 'A' sealing compound

conforming to IS: 1834.

16.47S PAINTING AREA/RUNWAY MARKING

Painting road surface marking with adequate

nos of coats to give uniform finish with ready

mixed road marking paint conforming to IS :

16.48 164, on bituminous surface in white/yellow

shade, including cleaning the surface of all

dirt, scales, oil, grease and foreign material

16.49S MISCELLANEOUS

16.50 Providing and fixing Glow studs of size Each 500 175.5 87750

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)

19 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.

RWF HQ-ENGINEERING/RWF

Manufacturing, supplying and fixing retro

reflective sign boards made up of 2 mm thick

aluminium sheet, face to be fully covered

with high intensity encapsulated type heat

activated retro reflective sheeting

conforming to type - IV of ASTM-D 4956-01 in

blue and silver white or other colour

combination including subject matter,

message (bi-lingual), symbols and borders

etc. as per IRC ; 67:2001, pasted on

substrate by an adhesive backing which shall

be activated by applying heat and pressure

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

and fixing the same with suitable sized

aluminium alloy rivets @ 20 cm c/c to back

support frame of M.S. angle iron of size

25x25x3 mm along with theft resistant

measures, mounted and fixed with 2 Nos.

M.S. angles of size 35x35x5 mm to a vertical

post made up to M.S. Tee section ISMT

50x50x6 mm welded with base plate of size

100x100x5 mm at the bottom end and

including making holes in pipes, angles flats,

providing & fixing M.S. message plate of

required size, steel work to be painted with

two or more coats of synthetic enamel paint

of required shade and of approved brand &

manufacture over priming coat of zinc

chromate yellow primer (vertical MS-Tee

support to be painted in black and white

colours).Backside of aluminium sheet to be

painted with two or more coats of epoxy

paint over and including appropriate priming

coat including all leads and lifts etc.

complete as per drawing , specification and

direction of Engineer-in-charge.

16.59.1 Mandatory/ Regulatory sign boards of 900 Each 5 5745.95 28729.75

20 mm diametre with support length of 3750

16.59.2 Cautionary /warning sign boards of Each 5 4209.2 21046

21 equilateral triangular shape having each side

of 900 mm with support length of 3650 mm

RWF HQ-ENGINEERING/RWF

Manufacturing, supplying and fixing retro

reflective overhead signage boards made up

of 2 mm thick aluminium sheet, face to be

fully covered with high intensity and

encapsulated lens type heat activated retro

reflective sheeting conforming to type - III of

ASTM-D-4956-01 as approved by Engineer-

in-charge, letters, borders etc. as per IRC :

67-2001 in silver white with blue colour back

ground and with high intensity grade, pasted

on substrate by pressure sensitive adhesive

backing which shall be activated by applying

pressure conforming to class II of ASTM-D-

4956-01 and fixing the same to the plate of

structural frame work by means of suitable

sized aluminium alloys, rivets or bolts & nuts

@ 300 mm centre to centre all along the

periphery as well as in two vertical rows

along with theft resistant measures,

including the cost of painting with two or

more coats of epoxy paint in grey colour on

the back side of aluminium sheet including

appropriate priming coat. The rate includes

the cost of rounding off the corners, lowering

down the structural frame work from the

gantry, fixing and erecting the same in

position all complete as per drawings,

specification and direction of the engineer-in-

charge.(Structural frame work including M.S.

plate to be provided separately. Rectangular

area of the sheet only shall be measured for

22 16.60.1 Overhead informatory road signage Sqm 10 5609.55 56095.5

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 (size cum 1145 2658.1 3043524.5

23 range 75 mm to 0.075 mm) having CBR

16.79 Providing, laying, spreading and compacting cum 1519 2803.65 4258744.35

graded stone aggregate (size range 53 mm

to 0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material

with water at OMC in for all leads & lifts,

laying in uniform layers with mechanical

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-

18.0 WATER SUPPLY

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and laying S&S Centrifugally Cast

18.72 (Spun) / Ductile Iron Pipes conforming to IS :

19.0 DRAINAGE

Extra for depth beyond 45 cm of brick

masonry chamber :

RWF HQ-ENGINEERING/RWF

Providing and laying Non Pressure NP-4 class

(Heavy duty) R.C.C. pipes including

collars/spigot jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1

cement : 2 fine sand) including testing of

joints etc. complete

Schedule Schedule A1-SW-III Improvement of Road Surface Inside Material Gate and Wheel Shop Roads

Item- 3 Sch-A1 DSR Items

S No. Item Description of Item Unit Qty Rate Amount

16.0 ROAD WORK

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 &

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 &

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).

16.43.2 Cement concrete manufactured in automatic cum 1940 10006.65 19412901

1 batching plant (RMC plant) i/c transportation

to site in transit mixer

16.44 Extra for providing and mixing hardening Litre 5820 48.15 280233

compound of approved quality as per

manufacturer's specification in cement

Providing and filling in position rubberized

bitumen hot sealing compound for sealing of

16.46 expansion joints in roads / pavements all

complete as per direction of the Engineer-in-

Using grade 'A' sealing compound

conforming to IS: 1834.

16.47S PAINTING AREA/RUNWAY MARKING

Painting road surface marking with adequate

nos of coats to give uniform finish with ready

mixed road marking paint conforming to IS :

16.48 164, on bituminous surface in white/yellow

shade, including cleaning the surface of all

dirt, scales, oil, grease and foreign material

16.49S MISCELLANEOUS

RWF HQ-ENGINEERING/RWF

16.50 Providing and fixing Glow studs of size Each 100 175.5 17550

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)

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.

Schedule A1-SW-II Extension of Axle Forging Heat Treatment Bay & Development of connection to

relocated road from wheel shop main road/weigh bridge

Item- 2 SW-II A1-DSR 2021 Items

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.1 Lime, moorum, building rubbish

1.1.2 Earth

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 200 411.3 82260

similar unserviceable, dismantled or waste

material by mechanical transport including

3 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10

km for all lifts, complete as per directions of

Engineer-in-charge.

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 in 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.

Excavating trenches of required width for

pipes, cables, etc including excavation for

sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5 m, including getting

out the excavated soil, and then returning

the soil as required, in layers not exceeding

20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but Metre 200 651.55 130310

not exceeding 600 mm

RWF HQ-ENGINEERING/RWF

2.25 Filling available excavated earth (excluding cum 325 253.95 82533.75

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work up

to plinth level :

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources: 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCED 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. Sqm 2672 307.95 822842.4

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 766 669.55 512875.3

10 pilasters, butteresses, plinth and string

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 accelerate / retard setting of

concrete, to improve durability and

w o r k a b i l i t y 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. Note: Extra cement up to

10% of the minimum specified cement

content in design mix shall be payable

separately. In case the cement content in

design mix is more than 1.10 times of the

specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 1065 8683.8 9248247

content of 330 kg /cum

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means 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 (i/c cum 226 2007.1 453604.6

equivalent design mix)

RWF HQ-ENGINEERING/RWF

15.3 Demolishing R.C.C. work manually/ by cum 9 2928.1 26352.9

mechanical means including stacking of steel

13 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

15.5 Extra for cutting reinforcement bars Sqm 56 947.1 53037.6

manually/ by mechanical means in R.C.C. or

14 R.B. work (Payment shall be made on the

cross sectional area of R.C.C. or R.B. work) as

per direction of Engineer-in-charge.

16.0 ROAD WORK

16.1S ROADS

16.2 Extra for compaction of earth work in cum 8760 20.55 180018

embankment under optimum moisture

conditions to give at least 95% of the

maximum dry density (proctor 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 &

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 &

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).

16.43.2 Cement concrete manufactured in automatic cum 1840 10006.65 18412236

16 batching plant (RMC plant) i/c transportation

to site in transit mixer

Providing and filling in position rubberized

bitumen hot sealing compound for sealing of

16.46 expansion joints in roads / pavements all

complete as per direction of the Engineer-in-

Using grade 'A' sealing compound

conforming to IS: 1834.

16.47S PAINTING AREA/RUNWAY MARKING

Painting road surface marking with adequate

nos of coats to give uniform finish with ready

mixed road marking paint conforming to IS :

16.48 164, on bituminous surface in white/yellow

shade, including cleaning the surface of all

dirt, scales, oil, grease and foreign material

16.49S MISCELLANEOUS

RWF HQ-ENGINEERING/RWF

16.50 Providing and fixing Glow studs of size Each 850 175.5 149175

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)

19 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.

Manufacturing, supplying and fixing retro

reflective sign boards made up of 2 mm thick

aluminium sheet, face to be fully covered

with high intensity encapsulated type heat

activated retro reflective sheeting

conforming to type - IV of ASTM-D 4956-01 in

blue and silver white or other colour

combination including subject matter,

message (bi-lingual), symbols and borders

etc. as per IRC ; 67:2001, pasted on

substrate by an adhesive backing which shall

be activated by applying heat and pressure

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

and fixing the same with suitable sized

aluminium alloy rivets @ 20 cm c/c to back

support frame of M.S. angle iron of size

25x25x3 mm along with theft resistant

measures, mounted and fixed with 2 Nos.

M.S. angles of size 35x35x5 mm to a vertical

post made up to M.S. Tee section ISMT

50x50x6 mm welded with base plate of size

100x100x5 mm at the bottom end and

including making holes in pipes, angles flats,

providing & fixing M.S. message plate of

required size, steel work to be painted with

two or more coats of synthetic enamel paint

of required shade and of approved brand &

manufacture over priming coat of zinc

chromate yellow primer (vertical MS-Tee

support to be painted in black and white

colours).Backside of aluminium sheet to be

painted with two or more coats of epoxy

paint over and including appropriate priming

coat including all leads and lifts etc.

complete as per drawing , specification and

direction of Engineer-in-charge.

16.59.1 Mandatory/ Regulatory sign boards of 900 Each 5 5745.95 28729.75

20 mm diametre with support length of 3750

16.59.2 Cautionary /warning sign boards of Each 5 4209.2 21046

21 equilateral triangular shape having each side

of 900 mm with support length of 3650 mm

RWF HQ-ENGINEERING/RWF

Manufacturing, supplying and fixing retro

reflective overhead signage boards made up

of 2 mm thick aluminium sheet, face to be

fully covered with high intensity and

encapsulated lens type heat activated retro

reflective sheeting conforming to type - III of

ASTM-D-4956-01 as approved by Engineer-

in-charge, letters, borders etc. as per IRC :

67-2001 in silver white with blue colour back

ground and with high intensity grade, pasted

on substrate by pressure sensitive adhesive

backing which shall be activated by applying

pressure conforming to class II of ASTM-D-

4956-01 and fixing the same to the plate of

structural frame work by means of suitable

sized aluminium alloys, rivets or bolts & nuts

@ 300 mm centre to centre all along the

periphery as well as in two vertical rows

along with theft resistant measures,

including the cost of painting with two or

more coats of epoxy paint in grey colour on

the back side of aluminium sheet including

appropriate priming coat. The rate includes

the cost of rounding off the corners, lowering

down the structural frame work from the

gantry, fixing and erecting the same in

position all complete as per drawings,

specification and direction of the engineer-in-

charge.(Structural frame work including M.S.

plate to be provided separately. Rectangular

area of the sheet only shall be measured for

22 16.60.1 Overhead informatory road signage Sqm 10 5609.55 56095.5

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 (size cum 1810 2658.1 4811161

23 range 75 mm to 0.075 mm) having CBR

16.79 Providing, laying, spreading and compacting cum 2360 2803.65 6616614

graded stone aggregate (size range 53 mm

to 0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material

with water at OMC in for all leads & lifts,

laying in uniform layers with mechanical

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-

RWF HQ-ENGINEERING/RWF

Providing and laying factory made chamfered

edge Cement Concrete paver blocks in

footpath, parks, lawns, drive ways or light

traffic parking etc, of required strength,

thickness & size/ shape, made by table

vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

compacted bed of sand, compacting and

proper embedding/laying of inter locking

paver blocks into the sand bedding layer

through vibratory compaction by using plate

vibrator, filling the joints with sand and

cutting of paver blocks as per required size

and pattern, finishing and sweeping extra

sand. complete all as per direction of

Engineer-in-Charge.

with approved color design and pattern.

18.0 WATER SUPPLY

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and laying S&S Centrifugally Cast

18.72 (Spun) / Ductile Iron Pipes conforming to IS :

19.0 DRAINAGE

Extra for depth beyond 45 cm of brick

masonry chamber :

Providing and laying Non Pressure NP-4 class

(Heavy duty) R.C.C. pipes including

collars/spigot jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1

cement : 2 fine sand) including testing of

joints etc. complete

Schedule A2-SW-I : New Forge Line Forging Bay -Blooms Storage and the relocation of existing road

Item- 4 Sch-A2: DSR 2021 ( Reinforcement steel items)

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCED 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 Kg 57924 89.65 5192886.6

Fe-500D or more.

Schedule Schedule A2-SW-III Improvement of Road Surface Inside Material Gate and Wheel Shop Roads

Item- 6 SW-III DSR Steel Items

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCED 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 Kg 38800 89.65 3478420

Fe-500D or more.

Schedule A2-SW-II Extension of Axle Forging Heat Treatment Bay & Development of connection to

relocated road from wheel shop main road/weigh bridge

RWF HQ-ENGINEERING/RWF

Item- 5 SW-II DSR 2021 (Reinforcement Steel)

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCED 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 Kg 112166 89.65 10055681.9

Fe-500D or more.

Schedule A3-SW-I: New Forge Line Forging Bay -Blooms Storage and the relocation of existing road

Item- 7 Sch: A3 DSR 2021 (Structural Steel Items)

S No. Item Description of Item Unit Qty Rate Amount

10.0 STEEL WORK

10.1 Structural steel work in single section, fixed Kg 1980 93.05 184239

with or without connecting plate, including

1 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming coat

of approved steel primer using structural

steel etc. as required.

10.25.1 In stringers, treads, landings etc. of stair Kg 8635 102.25 882928.75

2 cases, including use of chequered plate

wherever required, all complete

Schedule A3-SW-II Extension of Axle Forging Heat Treatment Bay & Development of connection to

relocated road from wheel shop main road/weigh bridge

Item- 8 Sch-A3 DSR 2021 Structural steel items)

S No. Item Description of Item Unit Qty Rate Amount

10.0 STEEL WORK

10.1 Structural steel work in single section, fixed Kg 16359 93.05 1522204.95

with or without connecting plate, including

1 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming coat

of approved steel primer using structural

steel etc. as required.

10.25.1 In stringers, treads, landings etc. of stair Kg 4334 102.25 443151.5

2 cases, including use of chequered plate

wherever required, all complete

Schedule A4-SW-I : New Forge Line Forging Bay -Blooms Storage and the relocation of existing road

Item- 9 Sch:A4 DSR 2021 (Pile Items)

S No. Item Description of Item Unit Qty Rate Amount

20.0 PILE WORK

RWF HQ-ENGINEERING/RWF

Boring, providing and installation bored cast-

in-situ reinforced cement concrete piles of

grade M-25 of specified diameter and length

below the pile cap, to carry a safe working

load not less than specified, excluding the

cost of steel reinforcement but including the

cost of boring with bentonite solution and

temporary casing of appropriate length for

20.2 setting out and removal of same and the

length of the pile to be embedded in the pile

cap etc. by percussion drilling using Direct

mud circulation (DMC) or Bailer and chisel

technique by tripod and mechanical Winch

Machine all complete, including removal of

excavated earth with all its lifts and leads

(length of pile for payment shall be

measured up to bottom of pile cap).

Boring, providing and installation bored cast-

in-situ reinforced cement concrete piles of

garde M-25 of specified diameter and length

below pile cap, to carry a safe working load

not less than specified, excluding the cost of

steel reinforcement but including the cost of

boring with bentonite solution and temporary

20.2A casing of appropriate length for setting out

and removal of same and the length of the

pile to be embedded in the pile cap etc. by

Crawler mounted, telescopic boom hydraulic

pilling Rig all complete, including removal of

excavated earth with all its lifts and leads

(length of pile for payment shall be

measured up to bottom of pile cap).

Vertical load testing of piles in accordance

with IS 2911 (Part IV) including installation of

loading platform by Kentledge/Anchor piles

method and preparation of pile head or

construction of test cap and dismantling of

test cap after test etc. complete as per

specification & the direction of Engineer in-

Single pile above 50 tonne and upto 100

tonne Safe capacity

20.6.2.1 Initial test (Test Load 2.5 times the Safe Each 1 57531.3 57531.3

Cyclic vertical load testing of pile in

accordance with IS Code of practice IS:2911

(part IV) by Kentledge method including

preparation of pile head etc for.

20.9 Integrity testing of Pile using Low Strain/ Each 32 982.55 31441.6

Sonic Integrity Test/ Sonic Echo Test method Test

in accordance with IS 14893 including

surface preparation of pile top by removing

soil, mud, dust & chipping lean concrete

lumps etc. and use of computerised

equipment and high skill trained personal for

conducting the test & submission of results,

all complete as per direction of Engineer-in-

Schedule A4-SW-II Extension of Axle Forging Heat Treatment Bay & Development of connection to

relocated road from wheel shop main road/weigh bridge

Item- 10 Sch-A4 DSR 2021 Pile items

S No. Item Description of Item Unit Qty Rate Amount

20.0 PILE WORK

RWF HQ-ENGINEERING/RWF

Boring, providing and installation bored cast-

in-situ reinforced cement concrete piles of

grade M-25 of specified diameter and length

below the pile cap, to carry a safe working

load not less than specified, excluding the

cost of steel reinforcement but including the

cost of boring with bentonite solution and

temporary casing of appropriate length for

20.2 setting out and removal of same and the

length of the pile to be embedded in the pile

cap etc. by percussion drilling using Direct

mud circulation (DMC) or Bailer and chisel

technique by tripod and mechanical Winch

Machine all complete, including removal of

excavated earth with all its lifts and leads

(length of pile for payment shall be

measured up to bottom of pile cap).

Boring, providing and installation bored cast-

in-situ reinforced cement concrete piles of

garde M-25 of specified diameter and length

below pile cap, to carry a safe working load

not less than specified, excluding the cost of

steel reinforcement but including the cost of

boring with bentonite solution and temporary

20.2A casing of appropriate length for setting out

and removal of same and the length of the

pile to be embedded in the pile cap etc. by

Crawler mounted, telescopic boom hydraulic

pilling Rig all complete, including removal of

excavated earth with all its lifts and leads

(length of pile for payment shall be

measured up to bottom of pile cap).

Vertical load testing of piles in accordance

with IS 2911 (Part IV) including installation of

loading platform by Kentledge/Anchor piles

method and preparation of pile head or

construction of test cap and dismantling of

test cap after test etc. complete as per

specification & the direction of Engineer in-

Single pile above 50 tonne and upto 100

tonne Safe capacity

20.6.2.2 Routine test (Test Load 1.5 times the Safe Each 1 30505 30505

Cyclic vertical load testing of pile in

accordance with IS Code of practice IS:2911

(part IV) by Kentledge method including

preparation of pile head etc for.

20.9 Integrity testing of Pile using Low Strain/ Each 84 982.55 82534.2

Sonic Integrity Test/ Sonic Echo Test method Test

in accordance with IS 14893 including

surface preparation of pile top by removing

soil, mud, dust & chipping lean concrete

lumps etc. and use of computerised

equipment and high skill trained personal for

conducting the test & submission of results,

all complete as per direction of Engineer-in-

Schedule B1-SW-II Extension of Axle Forging Heat Treatment Bay & Development of connection to

relocated road from wheel shop main road/weigh bridge

Item- 12 Sch-B1 USSOR-2021 Earth work items

S No. Item Description of Item Unit Qty Rate Amount

RWF HQ-ENGINEERING/RWF

Earthwork in cutting in formation, trolley

refuges, side drains, level crossing

approaches, platforms, catch water drains,

diversion of nallah & finishing to required

dimension and slopes to obtain a neat

appearance to standard profile inclusive of

all labour, materials, plant & machinery,

leading all cut spoils either to make spoil

dumps or for filling in embankment with

leads within 2 km on either side of edge of

the cutting(s) including all lifts, ascent,

descent, loading, unloading, bailing &

pumping out water, if required, clearance of

site and all other works incidental thereto for

completing the work as per RDSO

Specification No. RDSO/2020/GE: IRS-0004

with latest updated correction slips and to

the satisfaction of the Engineer-in-Charge.

Note: (i) All usable earth arising from cut

spoils shall be led into bank formation and

Unusable spoils shall be dumped / stacked

away from toe of embankment. (ii) All hard

rock /and boulders not fit for filling will be

stacked by the contractor and will be

property of the Railways. (iii)Cut trees shall

be property of Railways and to be deposited

in the railway godown unless specified

otherwise in the Conditions of Contract.

1 012011 In all conditions and classifications of soil cum 6710.00 101.03 677911.30

Schedule B1-SW-I: New Forge Line Forging Bay -Blooms Storage and the relocation of existing road

Item- 11 Sch:B1 USSOR 2021 (Earth work Items)

S No. Item Description of Item Unit Qty Rate Amount

Earthwork in cutting in formation, trolley

refuges, side drains, level crossing

approaches, platforms, catch water drains,

diversion of nallah & finishing to required

dimension and slopes to obtain a neat

appearance to standard profile inclusive of

all labour, materials, plant & machinery,

leading all cut spoils either to make spoil

dumps or for filling in embankment with

leads within 2 km on either side of edge of

the cutting(s) including all lifts, ascent,

descent, loading, unloading, bailing &

pumping out water, if required, clearance of

site and all other works incidental thereto for

completing the work as per RDSO

Specification No. RDSO/2020/GE: IRS-0004

with latest updated correction slips and to

the satisfaction of the Engineer-in-Charge.

Note: (i) All usable earth arising from cut

spoils shall be led into bank formation and

Unusable spoils shall be dumped / stacked

away from toe of embankment. (ii) All hard

rock /and boulders not fit for filling will be

stacked by the contractor and will be

property of the Railways. (iii)Cut trees shall

be property of Railways and to be deposited

in the railway godown unless specified

otherwise in the Conditions of Contract.

1 012011 In all conditions and classifications of soil cum 13650.00 101.03 1379059.50

Schedule B2-SW-II Extension of Axle Forging Heat Treatment Bay & Development of connection to

relocated road from wheel shop main road/weigh bridge

RWF HQ-ENGINEERING/RWF

Item- 14 Sch-B2 USSOR 2021 Other Items

S No. Item Description of Item Unit Qty Rate Amount

1 022100 Providing, fabricating and installing MT 100.00 118419.46 11841946.00

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.

Cutting of rails with Rail Cutting Machine

(Saw type) in all types of rail sections with

contractor's tools & plants, equipment,

consumable with all lead & lift etc. complete,

as directed by Engineer in-charge. Rail

Cutting Machine (Saw type) will be as per

RDSO Specification No. TM/SM/4, dated

24.04.1991. Note: This item shall only be

used in specific circumstances on specific

order of Engineer-in-Charge.

Drilling holes of 16 mm to 32 mm dia. with

Rail Drilling machine including chamfering

with appropriate chamfering tools in all types

of rail section with contractor's tools &

plants, equipment, consumable with all lead

& lift etc. complete, as directed by Engineer

in-charge. Rail Drilling Machine will be as per

RDSO Specification No. TM/SM/3, dated

Schedule B2-SW:I: New Forge Line Forging Bay -Blooms Storage and the relocation of existing road

Item- 13 Sch-B2 USSOR 2021 ( Other Items)

S No. Item Description of Item Unit Qty Rate Amount

1 022100 Providing, fabricating and installing MT 38.00 118419.46 4499939.48

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.

Cutting of rails with Rail Cutting Machine

(Saw type) in all types of rail sections with

contractor's tools & plants, equipment,

consumable with all lead & lift etc. complete,

as directed by Engineer in-charge. Rail

Cutting Machine (Saw type) will be as per

RDSO Specification No. TM/SM/4, dated

24.04.1991. Note: This item shall only be

used in specific circumstances on specific

order of Engineer-in-Charge.

RWF HQ-ENGINEERING/RWF

Drilling holes of 16 mm to 32 mm dia. with

Rail Drilling machine including chamfering

with appropriate chamfering tools in all types

of rail section with contractor's tools &

plants, equipment, consumable with all lead

& lift etc. complete, as directed by Engineer

in-charge. Rail Drilling Machine will be as per

RDSO Specification No. TM/SM/3, dated