tender document for - rites financial bid... · tender document for earthwork in formation,...

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Signature of Tenderer Under seal of the firm

TENDER DOCUMENT FOR

Earthwork in Formation, Construction of Bridges, Retaining Wall, P-Way

Linking, Supply of PSC Sleepers, P&C, P-Way fittings & Track Ballast in

connection with Rail Connectivity from Basulya to Shalukkhali for KoPT

at Haldia, W.B

Part – 2 (FINANCIAL BID)

OPEN TENDER NOTICE NO: 64/OT/IPRCL-HALDIA/Civil & P.Way/2015 Dated.

29.10.2015

OCTOBER – 2015

Issued to (Name of Tenderer):________________________________________

Address of tenderer:_________________________________________________

Signature of officer issuing the documents___________________

Designation _______________________________

Date of Issue___________________

PROJECT MANAGEMENT CONSULTANT

RITES LTD

(A Govt. of India Enterprise)

Regional Project Office, KOLKATA

56, C. R. Avenue, 2nd

floor, Kolkata – 700 012

e.mail : [email protected]

Phone No: (033) 2236 7118/7146/7162/7143(Fax)

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PART – 2

FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES

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PART –2

FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES

(PERCENTAGE RATE TENDER)

ABSTRACT OF COST

(PERCENTAGE TO BE QUOTED BY THE BIDDER)

SCHEDULE DESCRIPTION TOTAL ESTIMATED COST (IN

RUPEES)

A Earthwork in Formation,

Construction of Bridges, Retaining

Wall, P-Way Linking, Supply of

PSC Sleepers, P&C, P-Way fittings

& Track Ballast in connection with

Rail Connectivity from Basulya to

Shalukkhali for KoPT at Haldia,

W.B

2397.23 Lakh

(Rupees Two Thousand Three

Hundred Ninety Seven Lakh and

Twenty Three Thousand only)

TOTAL ESTIMATED COST

OF SCHEDULE (A) (RUPEES

2397.23 Lakh

(Rupees Two Thousand Three Hundred Ninety Seven Lakh

and Twenty Three Thousand only)

PERCENTAGE ABOVE (+) OR

BELOW (-) OR AT PAR OF

TOTAL ESTIMATED COST

OF SCHEDULE (A) AS

QUOTED

PERCENTAGE IN

FIGURES

* (+) OR (-) OR (AT PAR)

PERCENTAGE IN

WORDS

*(PLUS) OR (MINUS) OR (AT

PAR)

TOTAL QUOTED COST OF

SCHEDULE (A) BASED ON

PERCENTAGE QUOTED (+)

OR (-) OR AT PAR (RUPEES)

AMOUNT IN

FIGURES

(RUPEES)

AMOUNT IN

WORDS (RUPEES)

LESS REBATE ( %) IF ANY

(IN FIGURES)

LESS REBATE ( %) IF ANY

(IN WORDS)

Rs.

NET QUOTED COST OF

SCHEDULE (A)

* Strike out which is not applicable

i) SIGNATURE OF AUTHORISED

SIGNATORY OF TENDERER

ii) NAME OF SIGNATORY

iii) NAME AND SEAL OF TENDERER

iv) DATE

v) PLACE

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Note:

TENDERERS ARE REQUESTED TO QUOTE THEIR RATE IN THE PREVIOUS PAGE ONLY AND NOT IN

SCHEDULES. BASIC RATES HAS BEEN SHOWN IN SCHEDULES FOR GUIDENCE.

SCHEDULE OF QUANTITY

Earthwork in Formation, Construction of Bridges, Retaining Wall, P-Way Linking, Supply of PSC

Sleepers, P&C, P-Way fittings & Track Ballast in connection with Rail Connectivity from Basulya to

Shalukkhali for KoPT at Haldia, W.B

Sl

No

Description of Item Unit Rate (Rs.) Quantity Amount (Rs.)

From Ch.0/000 to Ch.3625.

(A) Rly. Formation Work

1 Dressing Surface (average excavation or filling upto

15 cm) including removing vegetation in all kind of

soil.

Sqm 7.22 58043 418794.76

2 Felling trees of girth (measured at a height of 1m

above ground level ) including lead and stacking of

materials within 100 m

a) Girth over 30 cm upto 60 cm No 126.30 30 3788.93

b) Girth over 60 cm to 1.5 m No 303.31 30 9099.30

3 Earth work in filling in embankment, guide bunds,

around buried type abutments, bridge gaps, trolley

refuges, rain bunds if provided, platforms etc. with

earth excavated from outside railway boundary

entirely arranged by the contractor at his own cost as

per RDSO's latest guidelines and specifications and

special condition of contract including all leads,

royalty, lifts, ascents, descents, crossing of nallahs, or

anty other obstructions. The rates shall include all

dressing of bank to final profile, demarcation and

setting out of profile, site clearance, removing of

shrubs, roots of vegetations growth, heavy grass,

benching of existing slope of old bank, all

handling/rehandling, taxes, octroi and royalties etc. as

a complete job.

cum 401.32 146693 58871164.82

4 Mechanical compaction of earth filled in embankment

with contractor's roller of suitable capacity, type and

size to achieve specified density as per specification ,

testing as per IS codes incl. cost of water , T & P

consumable materials and all labour as a complete job.

The work is to be executed as per latest edition of

'Guidelines for Earthwork in Railway Projects" issued

by RDSO, Lucknow.

Cum 17.32 146693 2540942.80

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5 Supplying and laying of blanketing materials with

approved quality moorum in layers not exeeding 300

mm in loose to make the embankment of designated

profile as per specifications.The rate is inclusive of

site clearance, benching if required on existing

embankment, surfacing and levelling to give required

slope , dressing and finishing of bank,mechanical

compaction of desired density as per RDSO

guidelines, watering, all lead, lift, ascent, descent and

top surface as per specified camber using contractor's

own machinery, equipment and labour.

Cum 1200.71 20727 24887079.90

6 Providing Turfing including all lead and lift, and

watering as required until properly rooted with. Note-

initially payment of only 40% will be made. Balance

60% will be paid only after 3 months of maintenance

period if turfing is properly rooted.

Turfing with sods, 10 cm thick and 20 cm square

closely laid.

Sqm 61.31 35152 2155213.06

Total of Schedule -"A" (Formation Work) Total 88886083.56

(B) Minor Bridge Work, RCC Retaining Wall, Pucca Boundary Wall work.

Sl

No

Description of Item Unit Rate (Rs.) Quantity Amount (Rs.)

1 Earth work in excavation for foundations and floors of

the bridges, retaining walls etc. including setting out,

dressing of sides, ramming of bottom, getting out the

excavated materials, back filling in layers with

approved materials and consolidation of the layers by

ramming and watering etc. incl. all lift, disposal of

surplus soil upto a lead of 300 m, all types of shoring

and strutting with all labour and material complete as

per drawing and technical specification as directed by

Engineer in Charge.

All kinds of soils Cum 344.46 7970 2745328.27

2 Supply and laying of Coarse sand including

compaction and 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.

Cum 856.90 2279 1953218.66

3 Providing and laying in position machine mixed ,

machine vibrated and machine batched Design Mix

Cement Concrete M20 grade using 20 mm graded

crushed stone aggregate and Coarse sand of approved

quality in raft, wall, R/wall etc. including finishing

complete as per specifications and directions of the

Engineer in charge. Payment for reinforcement and

shuttering shall be paid extra.

cum 5358.64 589 3155142.15

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4 Providing and laying in position machine mixed ,

machine vibrated and machine batched Design Mix

Cement Concrete M35 grade using 20 mm graded

crushed stone aggregate and Coarse sand of approved

quality in raft, wall, R/wall etc. including finishing,

using admixtures in recommended proportions, if

approved in Mix design to accelerate or retard setting

of concrete and/or improve workability without

impairing strength and durability complete as per

specifications and directions of the Engineer in

charge. Payment for reinforcement and shuttering

shall be paid extra.

cum 6123.04 2133 13060444.32

5 Centring and shuttering including strutting, propping

etc and removal of form for RCC Box, Boundary wall,

Wing Wall, R/Wall etc.

Sqm 260.56 8592 2238710.04

6 Supply of Reinforcement of HYSD bars of FE-500 for

RCC work including straightening, cutting, bending,

placing in position and binding all complete.

MT 59302.25 311 18442999.75

7 Providing weep holes by making suitable opening in

plain/RCC concrete abutment, wing wall/return

wallwith 100 mm dia AC pipe extending through the

full width of the structural complete.

Meter 411.32 608 250082.56

8 Supply and Providing boulder backing behind wing

wall, return wall, retaining wall with hand packed

boulders & cobbles with smaller size boulders towards

the back including all lead, lift, labour & other

incidental charges as complete work in all respect.

Cum 1442.63 373 538102.30

9 Providing and laying pitching with stone boulders

weighing not less than 35 kg each with the voids filled

with cement sand mortar 1:4 on slopes laid over

prepared filter media including boulder apron laid dry

in front of toe of embankment complete as per

drawing and Technical specifications.

Cum 2937.71 225 660984.58

10 Providing and laying of filter media consisting of

granular materials of GW,GP,SW groups as per

IS:1498-1970 in required profile behind boulder

filling of box portion , Wing wall/Retaining wall etc.

above bed level with all labour and material complete

job as per drawing and Technical Specification of

RDSO guidelines.

Cum 2024.80 770 1559097.93

11 Brick work with modular bricks of class designation

7.5 in foundation and plinth in Cement mortar 1:3 (1

cement : 3 coarse sand)

Cum 3936.73 1740 6849916.29

12 15 mm Cement plaster on the rough side of Brick

work with 1 : 4 (1 cement : 4 Coarse sand)

Sqm 143.19 15250 2183651.31

13 White washing with lime to give an even shade

New work (three or more coats)

Sqm 11.22 15250 171120.25

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14 Distempering two or more coats on new work with 1st

quality acrylic washable distemper (ready mixed) of

approved manufacturer and of required shade and

colour complete as per manufacturer’s specification.

Sqm 39.08 15250 595931.88

15 Providing and fixing concertina coil fencing with

required dia. 600 mm having 50 nos round per 6 m

length upto 3.5 m height of wall with existring angle

iron "Y" shaped placed 2.4m or 3 m apart and with 9

horizontal RBT stud tied with GI staples and GI clips

to retain horizontal including necessary bolts or GI

birbed wire tied to angle iron all complete as per

direction of Engineer in Charge with reinforced birbed

tape (RBT)/Spring core (2.5mm thick) wire of high

tensile strength of 165kg/sq.mm with tape (0.52 mm

thick) and weight 43.478 gm/metre.

Metre 216.64 2475 536187.09

16 Structural steel work welded in buildup section

including cutting, bending, straightening, hoisting,

fixing in position, including applying a priming coat

of approved steel primar complete in all respect upto 6

m height above GL.

In RSJ, tees, angles and channels.

Metre 89.23 8250 736139.25

Total of Schedule -"B" (Boundary wall, Retaining

wall & Minor Bridge Work)

55677056.63

(C) P. Way Work

1 Laying, B.G. straight or curve Track with following

rail section (SWR of 33m to 40m rail pannel ) and

concrete sleeper (M+7) density with standard fittings

ensuring correct specing of sleepers, fixing and

tightening of Fish Bolts & Nuts and maintaining

proper guage, alignment, level (both cross &

longitudinal ), expansion gap at rail joints, super

elevation as necessary and with one initial through

packing. The rate should be inclusive of dekinking of

rails as required, cutting of rails as required on straight

and curve track for squaring of joints, drilling holes on

web of rail square to rail surface by using proper

template for fish plated joints, champhering of drilled

holes, greasing and oiling of fish plates and fish bolts

and nuts and at fishing zone of the rail ends including

supply of grease oil etc. Sleepers spacing

versine,super elevation etc. shall also be marked by

the contractor with white paint at his own cost. The

work has to be carried out as laid down in IRPWM

and as per direction of the Engineer-in-charge at site.

The unit of track metre consists both sides rails,

sleepers and all other fittings required thereof.

TM 444.850 3562 1584555.70

With 60 Kg Rail

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2 Laying, B.G.straight or curve P.Way following rail

section (single rail) and concrete sleeper (M+7)

density with an additional sleeper to be provided at

Mid staggard Joint and standard fittings as per

drawing, ensuring correct spacing of sleepers, fixing

& tightening of Fish bolts & nuts and maintaining

proper guage, alignment, level (both cross &

longitudinal), expansion gap at rail joints, super

elevation where necessary and wih one initial through

packing. The rate should be inclusive of dekinking of

rails as required, cutting of rails as required on

straight and curve track for squaring of joints, drilling

holes on web of rail square to rail surface by using

proper template for fish plated joints as required for

single rail track, champhering of drilled holes,greasing

and oiling of fish plates & fish bolts and nuts and at

fishing zone of the rail ends including supply of

grease oil etc. Sleeper spacing, versine,

superelevation etc shall also be marked by the

contrctor wih white paint at his own cost. The work

has to be carried out as laid down in IRPWM and as

per direction of the Engineer-in-Charge at site. The

unit of track metre consists both sides rails, sleepers

and all other fittings required thereof.

TM 518.040 233 120703.32

With 60 Kg Rail

3 Supply & delivery of Machine crushed stone ballast

of 50 mm size clean angular, hard and durable track

ballast as per specification and stacking the same on

cess of the formation or toe of the bank or at suitable

place as directed by Engineer-in-Charge at site. The

rate includes all cost of lead, lift, royalty, sales tax &

other tax and duties and all incidental charges

complete as applicable. Tools, plants and screens of

approved mesh & dimensions required for inspection

and passing at the time of measurement are to be

arranged by the contractor. The rate also includes

leveling of ground, if necessary, where the ballast are

to be stacked.

Note: 90% payment shall be released on the net

quantity accepted and balance 10% shall be

released after spreading the same as per item no.4

below.

Cum 2600.00 11355 29523000.00

4 Handling, lifting and leading of ballast from stacks

with lead of 100m, which have been duly measured

and spreading ballast on formation, Track & turnouts

to ensure uniform and compact ballast cushion under

the sleepers desired ballast profile. Spreading of

ballast should be as per specified line and level and

maintaining approved profile as provided in the

technical specifications. Spreading of ballast on

formation will be done only after supply is completed

for a particular stretch as decided by Engineer in

charge and ballast stacks have been released for

spreading.

Cum 215.910 11355 2451658.05

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5 Through packing of any kind of sleepers with stone

ballast to maintain correct alignment cross and

longitudinal level as required for maintaining track

gauge, versine, super elevation etc. on both straight

and curve track laid with contractor's tools and labour

inclusive of all charges as per IRPWM and as directed

by Engineer-in-charge.

a First through packing of track (M+7) Density of

sleepers

TM 64.290 3795 243980.55

b 2nd through packing of track (M+7) Density of

sleepers

TM 53.390 3795 202615.05

c 3rd through packing of track (M+7) Density of

sleepers

TM 53.390 3795 202615.05

d 4th through packing of track (M+7) Density of

sleepers

TM 53.390 3795 202615.05

6 Assembling, linking and laying in position

B.G.Standard 60 kg/52 kg turn-outs on P.S.C.

sleepers including approach & exit PSC sleeper

portion to correct alignment & gauge.This includes

switches lead rails, stock rails both straight and curve,

crossing with 60 kg/52 kg rails and standard fittings

ensuring correct spacing of sleepers fixing &

tightening of Fish bolts & nuts and maintaining proper

guage, expansion gap at rail joints and with one initial

through packing. The rate should be inclusive of

delinking of rails as required, bending stock rails,

cutting of rails to required

a 1 in 8½ Turnout/Sym. split SET 92604.510 5 463022.55

b 1 in 12 Turnout SET 123472.680 3 370418.04

7 Manufacturing and fixing of check rails as per

RDSO drg. no. T-4215 by Machine cut of 52 kg

rails of required size. Drilling holes on web by

drilling machine as per requirement. Fixing the check

rail to inner side of both the running rails of L-Xing

with the help of C.I. Bracket bolts and nuts and plate

screw at an intervals as directed by engineer-in-charge

maintaining proper check rail clearance and fixing

them on each concrete sleeper. (Rails will be

provided by RITES/employer free of cost).

Meter 1235.840 313 386817.92

8 Dismantling of existing B.G.Track of 60kg/52Kg/90R

or any section of rails with any kind of sleepers with

fittings and fastenings. The rate should be inclusive of

cutting of rails, bolts & nuts, if necessary, for

dismantling of track. Released materials should be

kept seperately i.e. Rails , Sleepers, fastenings etc. by

the side of the track up to a free lead of 30m as per

direction of the Engineer-in-Charge.

TM 132.680 200 26536.00

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9 Through packing of 1 in 8½ Turn-out/Sym. split on

any kind of sleepers with stone ballast to maintain

correct alignment cross and longitudinal level as

required for maintaining track gauge, versine, super

elevation etc. on both straight and curve track laid

with contractor's tools and labour inclusive of all

charges as per IRPWM and as directed by Engineer-

in-charge. (Note: Length of turnout will be considered

from stock rail joint to the rail joint after 4th exit

sleeper)

a 1st through packing Set 8752.540 5 43762.70

b 2nd through packing Set 7568.500 5 37842.50

c 3rd through packing Set 7173.820 5 35869.10

d 4th through packing Set 7173.820 5 35869.10

10 Through packing of 1 in 12 Turn-out on any kind of

sleepers with stone ballast to maintain correct

alignment cross and longitudinal level as required for

maintaining track gauge, versine, super elevation etc.

on both straight and curve track laid with contractor's

tools and labour inclusive of all charges as per

IRPWM and as directed by Engineer-in-charge.

a 1st through packing Set 11909.980 3 35729.94

b 2nd through packing Set 10725.940 3 32177.82

c 3rd through packing Set 9541.900 3 28625.70

d 4th through packing Set 9541.900 3 28625.70

11 Trolleying new rails, PSC sleepers from the

Client/RITES Site store to the site of work by

contractors transport/dip lorry upto a distance of 1 km

including handling, loading, unloading of materials

with all lead, lift, crossing road/ rly. tracks etc

complete.

MT 738.040 2466 1820281.74

12 Making and fixing in position cement concrete

(1:2:4) Fouling Mark as per enclosed drawing

with proper painting and lettering as per

directives of the Engineer-in-Charge of the work.

The rate is inclusive of all materials like cement,

stone agreegates, sand and paints etc, with all

incidental works required for fixing in position

complete in all respects.

Each 2614.130 8 20913.04

13 Making and fixing in position cement concrete

(1:2:4) Kilometre/Curve/Gradient pillar as per

enclosed drawing with proper painting and lettering

as per directives of the Engineer-in-Charge of the

work. The rate is inclusive of all materials like

cement, stone agreegates, sand and paints etc.,

earth work in excavation and all incidental works

required for fixing in position complete in all

respects.

Each 3013.950 15 45209.25

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14 Manufacturing, fabricating, supply and fixing in

position of steel boards e.g. W/L boards, STOP

boards, CAUTION boards with stand or any other

similar type of boards as per drawing and

specification mention in IRPWM with contractor's all

materials such as steel sheets (2mm thick), M.S.

angles (65 X 65 X 10mm), electodes, etc. including

earth work in excavation & grouting complete in all

respect. The rate should be inclusive of painting with

two coats of priming coat of approved quality,

lettering incl. supply of contractor's paint with all lead,

lift, ascent, descent, etc.

Each 4131.940 10 41319.40

15 Anticorrosive painting (two coats) of 60 kg, 52 kg rail

for all tracks.

TM 60.000 7903 474180.00

16 Fabrication, manufacturing and supply of glued

insulated joint of following rail section as per RDSO

drg no. provided with 2 nos. X 3.25 m long rail and

joining by 1 m long fish plates & upto date atl. &

conforming to IRS specification including cost of all

supplied materials required thereof i.e. the cost of

rails, fish plates, fish bolts & nuts complete in all

respect.

With 60 kg/m (UIC) 1st quality rails to RDSO Drg.

No. T-5843 (G3L type) (With contractor supply of

rails)

Each 59164.560 100 5916456.00

17 Welding of rail joints 60 kg from single rail to 3-rail

panel on 'Cess' or in position SKV process with

contractors PORTION provided from RDSO

approved manufacturer, dry moulds including

supplying skilled/artisan staff like welder, moulder,

chipper,lutter, aligner, striker/hammerman & adequate

nos. of semi-skilled and un-skilled labour and

supplying petrol, as required for facilitating welding

works on track by shifting the joint sleepers upto 30

cm on either side, providing suitable gap of about 23

mm to 25 mm for welding, fixing the petrol tanks &

heating the rail ends by approved contractor's

equipment and chipping the exess materials if

required, aligning, levelling etc. complete including

filing after welding on cess.

Each 6028.280 664 4002777.92

18 Construction of R.C.C. buffer as per RITES drawing

including supply of reinforcement, cement, buffer

wooden sleepers (2.75m x 0.3m x 0.20m), bolts &

nuts, washers and all other materials. The rate

should also include painting of buffer wooden

sleeper with approved quality red paint. The rate

should also be inclusive of digging of foundation

trenches, shuttering & forma finishing with all lead,

lift ascent, descent etc. complete (as per RITES

drg.).

Each 258716.130 2 517432.26

Total of Schedule -"C" (P.Way Work) Total 48895609.45

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(D) Supply of P. Way materials

1 Elastic Rail clips with flat Toe (MK.III) conforming to

RDSO Drg No T-3701 (Alt.3) conforming to

specifications IRS-T-31/1989

Each 83.35 23656 1971727.60

2 Elastic Rail clips with type 'J' as per RDSO Drg. No

T-4158 for use at Fish Plated joints.

Each 84.82 2900 245978.00

3 Supply of GFN Liners RDSO Drg. No T-3706 Each 20.48 26556 543866.88

4 Grooved Rubber Sole Plate as per RDSO Drg No. T-

3711

Each 29.25 13278 388381.50

5 Supply Fish Plates to RDSO Drg. No T-1898 with

upto date alteration conforming to IRS specification.

Pair 2836.67 724 2053749.08

6 Supply Fish Plates 52 kg as per RDSO Drg No. T-090

IRST-1 with upto date alteration conforming to IRS

specification.

Pair 1960.78 45 88235.10

7 Fish Bolts and Nuts (25 mm x 140 mm) RDSO Drg

No. T-1899 Alt-2

Each 92.14 3080 283791.20

8 Plate Screw as per RDSO No T-3913 conforming to

IRS T-16

Each 61.41 1276 78359.16

9 Bolts and Nuts (22 mm x 110 mm) as per DRSO Drg.

No T-11550, IRS T-23

Each 77.50 776 60140.00

10 C.I. Bracket as per RDSO Drg no-T-4917 conforming

to IS:210-1962 and IRS-T-10

Each 579.04 590 341633.60

11 Distance Bracket as per RDSO Drg no-T-4785

conforming to IS:210-1962 and IRS-T-10

Each 78.96 186 14686.56

12 Double Coil Spring Washer RDSO Drg No. EDO/T-

1214

Each 21.92 2550 55896.00

13 Single Coil Spring Washer RDSO Drg No. T-10773 Each 10.24 776 7946.24

Total of Schedule -"D" (Supply of P.Way

Materials)

D 6134390.92

(E) Building Work

1 Construction of S&T Panel building or Other

ancilliary buildings & Level crossing Goomty/Gate

lodge as per approved drawing……directed by

Engineer-In-Charge

Sqm 40000.00 230 9200000.00

Total of Schedule -"E" (Building Work) E 9200000.00

(F) Supply of Rail Sleeper & Switches

1 B.G.Prestressed Monoblock Concrete sleepers

(pretensioned type Category-I) as per RDSO Drg.No.

T-2496 (PSC-14) and conforming to IRS

Specification T 39-85(with latest alterations)

No 2854.87 5850 16700989.50

2 B.G. Prestressed Monoblock Concrete sleepers

(pretensioned type Category-I) as per RDSO Drg.No.

T-4186 (PSC-14) and conforming to IRS

Specification T 39(with latest alterations, if any)

No 2969.69 387 1149270.03

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3 B.G.Level Crossing Prestressed Monoblock Concrete

sleepers (pretensioned type Category-I) as per RDSO

Drg.No. T-4148 and IRS Specification T 39(with

latest alterations, if any)

No 2991.63 88 263263.44

4 B.G.PSC Sleepers (pretensioned type Category-I) for

1 in 8.1/2 Turn-Out including approach and exit

sleepers as per Turn Out assembly RDSO Drg.No. T-

4865 with upto date alterations and conforming to IRS

Specification T-45-1996. (LH=02 Sets, RH=03 Sets)

SET 352513.22 5 1762566.10

5 B.G. Concrete Sleepers for 1 in 12 Points & Crossings

(Fan Shapped) as per RDSO Drg.No .T-4218 with

Approach Sleeper as per Drg.No.T-4786 to T-4790to

T-4790, Exit sleeper as per T-5471 to T-5474. Points

& Crossings as per Drg. No.T-4512, T-4594.

( LH=03Set)

SET 448479.50 3 1345438.51

6 Supply of 1 in 8 ½ Switches & Crossing with 60 Kg

(IRS-T-12) 90 UTS 1st Quality rails including lead rail

and CMS crossing on PSC Sleepers layout as per

RDSO Drg. No. T-4865, T-4966 & T-4967 with all

fittings & fastenings, 2 pair of 1m long fish plates

with bolts & nuts including all fittings & fastenings of

lead portion, Lead Rails, Standard Fish plates (

610mm long) and fish bolts & nuts complete in all

respect but exclusive of PSC Sleepers. (LH- 10 set.,

RH- 3 set.)

SET 750000.00 5 3750000.00

7 Supply of 1 in 12 Switches & Crossing (CMS) with

60 Kg (IRS-T-12) 90 UTS 1st Quality rails including

lead rail and CMS crossing on PSC Sleepers layout as

per RDSO Drg. No.T-4512, T-4594 with all fittings

& fastenings, 2 pair of 1m long fish plates with bolts

& nuts including all fittings & fastenings of lead

portion, Lead Rails, Standard Fish plates and fish

bolts & nuts complete in all respect but exclusive of

PSC Sleepers. (RH-02 Sets.)

SET 1152690.00 3 3458070.00

Total of Schedule -"F" (Supply of Rail Sleeper &

Switches)

F 28429597.58

(G) Any other unforseen item

1 Any other unforseen item which are not covered by

the above item of works will be executed as per S. E.

Rly's Unified SOR - 2010

LS 2500000.00 2500000.00

Total of Schedule -"G" (Any other unforeseen

item)

H 2500000.00

Total of Schedule -(A+B+C+D+E+F+G)

239722738.13

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