SOUTH EASTERN COALFIELDS · PDF filePage 1 of 26 Signature of the tenderer under seal of the firm SOUTH EASTERN COALFIELDS LIMITED NIT No.34/OT/SECL-KUSMUNDA/Civil & P. Way/PKG-II/2015

Page 1 of 26 Signature of the tenderer

under seal of the firm

SOUTH EASTERN COALFIELDS LIMITED

NIT No.34/OT/SECL-KUSMUNDA/Civil & P. Way/PKG-II/2015

Dated 17.7.2015

Tender document for Earthwork in Railway formation,

Construction of bridges, blanketing, P. Way Linking Works

including supply of P. Way fittings & track Ballast, PSC Sleepers

and Points & crossings in connection with construction of railway

infrastructure for providing railway siding at Kusmunda project

for dispatch of washed and raw coal(PACKAGE-II)

PART – 2

REVISED FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES

(PERCENTAGE RATE CONTRACT)

Issued to (Name of Tenderer):________________________________________

Address of tenderer:_________________________________________________

Signature of officer issuing the documents___________________

Designation _______________________________

Date of Issue___________________

(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) 22367118/7146/7162/7143(Fax)



PART – 2

REVISED FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES

PERCENTAGE RATE CONTRACT

Name of work: Earthwork in Railway formation, Construction of bridges,

blanketing, P. Way Linking Works including supply of P. Way fittings & track

Ballast, PSC Sleepers and Points & crossings in connection with construction of

railway infrastructure for providing railway siding at Kusmunda project for

dispatch of washed and raw coal (PACKAGE-II).

POINT TO BE NOTED WHILE QUOTING PERCENTAGE RATE

1. The time allowed for completion will be 24 (Twenty four) months from

the date of start which is define in schedule-F under clause 5.1a of clause

of contract.

2. Where tender has been invited on percentage rate basis, percentages on

the estimated cost (whether above or below) are to be quoted for

schedule.



PART –2

FINANCIAL BID (REVISED) SCHEDULE (BILL) OF QUANTITIES

(PERCENTAGE RATE TENDER)

ABSTRACT OF COST

(PERCENTAGE TO BE QUOTED BY THE BIDDER)

Part-A

SCHEDULE DESCRIPTION TOTAL ESTIMATED COST (IN

RUPEES)

Schedule-1 Earth work in Railway formation Rs. 257635882.00

Schedule-2 Minor Bridges work Rs. 173672978.00

Schedule-3 Construction of ROB(3x 24m+ 1x18m Composite Girder) with ancillary work

Rs. 136831629.00

Schedule-4 Drain, Retaining wall/Toe wall, Path way and dismantling items etc.

Rs. 110007651.00

TOTAL ESTIMATED COST

OF PART-A (RUPEES) Rs. 678148140.00

PERCENTAGE ABOVE (+)

OR BELOW (-) OF TOTAL ESTIMATED COST OF

PART-A AS QUOTED

PERCENTAGE IN

FIGURES

PERCENTAGE IN WORDS

TOTAL QUOTED COST OF

PART-A BASED ON PERCENTAGE QUOTED (+)

OR (-) (RUPEES)

AMOUNT IN FIGURES

(RUPEES)

AMOUNT IN WORDS (RUPEES)

LESS REBATE ( %) IF

ANY (IN FIGURES) LESS REBATE ( %) IF

ANY (IN WORDS)

NET QUOTED COST OF PART-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

Note:

TENDERERS ARE REQUESTED TO QUOTE THEIR RATE IN THIS PAGE ONLY AND NOT IN SCHEDULES, BASIC

RATES HAS BEEN SHOWN IN SCHEDULES FOR GUIDENCE



Part-B

SCHEDULE DESCRIPTION TOTAL ESTIMATED COST (IN RUPEES)

Schedule-1 P-Way works Rs. 176694780.00

Schedule-2 Supply of PSC Sleepers Rs. 139037677.00

Schedule-3 Supply of P-Way Fittings Rs. 24956453.00

Schedule-4 Supply of Point & Crossing Rs. 51690280.00

TOTAL ESTIMATED COST

OF PART-B (RUPEES) Rs. 392379190.00

PERCENTAGE ABOVE (+) OR BELOW (-) OF TOTAL

ESTIMATED COST OF PART-B AS QUOTED

PERCENTAGE IN FIGURES

PERCENTAGE IN

WORDS

TOTAL QUOTED COST OF PART-B BASED ON

PERCENTAGE QUOTED (+) OR (-) (RUPEES)

AMOUNT IN FIGURES (RUPEES)

AMOUNT IN WORDS

(RUPEES)

LESS REBATE ( %) IF ANY (IN FIGURES)

LESS REBATE ( %) IF ANY (IN WORDS)

NET QUOTED COST OF

PART-B

NET QUOTED COST OF PART-A+ PART-B

Rs.

* Strike out which is not applicable

i) SIGNATURE OF AUTHORISED

SIGNATORY OF TENDERER

vi) NAME OF SIGNATORY

vii) NAME AND SEAL OF TENDERER

viii) DATE

ix) PLACE

Note:

TENDERERS ARE REQUESTED TO QUOTE THEIR RATE IN THIS PAGE ONLY AND NOT IN SCHEDULES, BASIC

RATES HAS BEEN SHOWN IN SCHEDULES FOR GUIDENCE



Name of work: Earthwork in Railway formation, Construction of bridges, blanketing, P. Way Linking

Works including supply of P. Way fittings & track Ballast, PSC Sleepers and Points & crossings in

connection with construction of railway infrastructure for providing railway siding at Kusmunda

project for dispatch of washed and raw coal (PACKAGE-II).

NIT No.34/OT/SECL-KUSMUNDA/Civil & P. Way/PKG-II/2015 Dated 17.7.2015

SCHEDULE (BILL) OF QUANTITIES (Revised)

PACKAGE-II

Part-A

Schedule-1 (Earth work in Railway formation)

Sl

No.

Description of Item Unit Qty Estimated

Rate (Rs)

Estimated

Amount (Rs)

1 Earthwork in cutting (classified) 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, machine & materials and removing &

leading all cut spoils within a lead upto 4 Km

from cutting edge or for filling in

embankment with all leads within the section

limit, lifts, ascent, descent, loading,

unloading, all taxes/royalty, clearance of site

and all incidental charges, bailing & pumping

out water, if required, etc. complete as per

directions of the Engineer-in-Charge. The

work is to be executed as per latest /

updated edition of "Guidelines for Earthwork

in Railway Projects" issued by RDSO,

Lucknow. Cut trees shall be property of SECL

and to be deposited in the client godown

unless specified otherwise in the Special

Conditions of Contract

Note: (i)All useable earth arising from cuts

spoils shall be led into bank formation and

useable spoils shall be dumped /stack. (ii) all

hard rock/and boulders not fit for filling will

be stacked by the contractor and will be

property of the SECL.

a) In all conditions and classifications of soil

except rock

cum 710170.00 180.00 127830600.00

b) Soft rock not requiring blasting in all

conditions

cum 62000.00 305.75 18956500.00



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

1A Removal of excavating overburden (including

drilling in all kinds of strata/over burden),

mechanical transfer into tippers,

transportation and unloading the excavated

materials & silt, dumping, dozing,

scraping/removal of bands , maintenance of

haul road, water sprinkling and spreading of

materials at the site shown and as per

directive of the Engineer-in-charge .The

above rate inclusive of finishing to required

dimension and slopes to obtain a neat

appearance to standard profile ,all labour,

machine & materials and removing & leading

all cut spoils within a lead upto 2.650 Km

from cutting edge with all lifts, ascent,

descent, loading, unloading,all taxes/royalty,

clearance of site and all incidental charges

etc.

NOTE: Please refer proforma-4 as attached

in the tender documents.

cum 812000.00 65.75 53389000.00

2 Earthwork 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 the SECL land 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 any

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/re-handling,

taxes, octroi and royalty etc. as a complete

job. Cut trees shall be property of SECL and

to be deposited in the client godown unless

specified otherwise in the Special Conditions

of Contract.

cum 3000.00 272.23 816690.00



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

3 Extra for mechanical compaction of earth

and blanketing material filled in embankment

with contractor’s rollers of suitable capacity,

type and size to achieve specified density as

per specification, testing as per IS codes

including cost of water, T&P, consumable

material 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 111250.00 19.29 2146012.50

4 Supplying, laying and spreading blanketing

materials (Natural or Mechanically prepared

as per GE-1 or G.E.IRS-2) over new / old

embankment / cutting in layers of 30cm in

loose state to make the embankment of

designed profile as per specifications. The

rate is inclusive of initial site clearance,

cutting of shrubs, removal of roots of

vegetation growth & heavy grass, surfacing &

leveling to give required slope, benching, if

required on existing bank slope, dressing and

finishing of bank, all lead & lift, ascent,

descent, crossing of nallahs / other

obstructions, spreading the material and final

dressing of slopes and top surface as per

specified camber using contractor’s own

machinery, equipment, T&P, labour etc. as a

complete job.

cum 108250.00 477.16 51652570.00

5 Turfing / planting, including all lead & 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 : Turfing

with sods, 10cm thick and 20cm square

closely laid

100

Sqm

3850.00 7627.50 293658.75

Sub total of schedule-1

255085031.25

Add 1% labour welfare cess

2550850.31

Total amount of Schedule-1

257635881.56

Say Rs

257635882.00



Schedule-2 (Minor Bridges work)

Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

1 Earthwork 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

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 upto 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

a)All kinds of soils

cum 10165.00 257.76 2620130.40

b)Ordinary rock

cum 1235.00 288.75 356606.25

2 Supplying, spreading and filling coarse sand

(no cohesive materials to be used) of approved

quality including watering and ramming in

foundation, plinth, 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.

cum 3475.00 1094.11 3802032.25

3 Providing and laying in position machine

mixed, machine vibrated and machine batched

Design Mix Cement Concrete M35 grade (Cast

in-Situ) in bottom/top slab, side walls, toe wall

and sumps haunch filling head walls or any

other component using 20mm graded crushed

stone aggregate and coarse sand of approved

quality of cast in-situ RCC box of size upto 5m

(bigger inside dimension) including finishing,

Admixtures in recommended proportions (as

per IS:9103), if approved in Mix design, to

accelerate, retard setting of concrete, improve

workability without impairing strength and

durability, complete as per drawings and

technical specifications as directed by Engineer

in charge. Rate includes cost of cement and

providing thermocol at expansion joint but

excludes cost of reinforcement and shuttering,

which will be paid in seperate items.

cum 6170.00 5681.47 35054669.90



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

4 Providing and laying in position machine

mixed, machine vibrated and machine batched

Design Mix Mass Cement Concrete M-20 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, including the cost

of centring, shuttering and finishing complete

as per drawings and technical specifications as

directed by Engineer. Payment for The rate

includes cost of cement and also providing

thermocol at expansion joint but excluding

cost of reinforcement which will be paid in

seperate items.

cum 1600.00 5028.77 8046032.00

5 Centring and shuttering including strutting,

propping etc. and removal of form for :

a) RCC Foundation

Sqm 2650.00 162.94 431791.00

b) Abutment, pier, wing walls and return walls

Sqm 1632.00 278.77 454952.64

c) In Bottom/top slab, side walls, toe wall and

sumps haunch filling head walls or any other

component

Sqm 10257.00 278.77 2859343.89

6 Supplying reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete -

Thermo-Mechanically Treated bars Kg 968735.00 70.85 68634874.75

7 Providing and laying pitching with stone

boulders weighing not less than 35kg 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 (filter media to be paid

separately under the relevant item)

cum 410.00 2102.00 861820.00

8 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 abutments, wing walls /

return walls etc. above bed level with all

labour and material complete job as per

drawing and technical specification of RDSO

Guidelines.

cum 22580.00 2079.76 46960980.80



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

9 Providing weep holes by making suitable

opening or drilling in existing Brick Masonry /

Plain / Reinforced Concrete abutment, wing

wall/return wall with 100 mm dia AC pipe,

extending through the full width of the

structure complete.

metre 298.00 372.82 111100.36

10 Supplying and providing Boulder Backing

behind wing wall, return wall, retaining wall

with hand packed boulders & cobbles with

smaller size boulders toward the back

including all lead, lift, labour & other incidental

charges as complete work in all respect. cum

1884.00 933.71 1759109.64

Sub total of schedule-2

171953443.88

Add 1% labour wellfare cess

1719534.44

Total amount of schedule-2

173672978.32

Say Rs

173672978.00

Schedule-3 Construction of ROB(3x 24m+ 1x18m Composite Girder) with ancillary work

Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

1 Earthwork in excavation for foundation of

structures, RE wall and protection works in all

types of soil including ordinary rock and

marshy soil for all depth, including disposal of

surplus materials with all lifts and leads upto

1000 m complete as per drawings, Technical

Specifications Section 300, 2900 and as

directed by Engineer.

Cum 675.00 124.90 84307.50

2 Providing and laying in position Plain Cement

Concrete of M-15 Grade in levelling course

below open foundations, pile caps, approach

slabs, RE wall, in inspection ladders, annular

filling around foundation in rock and below

concrete wearing coat including centering and

shuttering complete as per drawings and

Technical Specifications Sections 1500 and

1700 and as directed by Engineer.

Cum 50.00 5422.48 271124.00



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

3 Providing and laying in position Reinforced

Cement Concrete of M-35 grade in bored cast

in situ concrete piles including boring of piling,

but excluding cost of routine load test, cost of

reinforcement steel complete as per drawings

and Technical Specifications Sections

1100,1700 and IRC 78-2000 and as directed by

Engineer: For 1200 mm diameter piles in soil,

bouldary strata and soft rock.

Rm 630.00 14592.91 9193533.30

4 Providing and laying Reinfored cement

concrete of M-40 Grade in Deck Slab & End

girder including centering and shuttering but

excluding the cost of reinforcement all

complete as per drawing and Technical

Specifications Sections 1500, 1700, 2300 and

as directed by Engineer.

Cum 370.00 8468.41 3133311.70

5 Supplying reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete :

Thermo-Mechanically Treated bars

Kg 309815.00 70.85 21950392.75

6 Conducting vertical load testing of a single pile

upto following capacity in accordance with

IS:2911(Part-IV) including installation of

loading platform and preparation of pile head

or construction of test cap and dismantling of

test cap after test etc. with all labour ,

material, tool & plants, equipment, machinery,

etc complete as per drawing and specification,

as directed by the Engineer.

(a) Intial load test up to pile capacity 300 MT. Nos 1.00 90260.92 90260.92

(b) Routine load test up to pile capacity 300

MT.

Nos 2.00 83599.10 167198.20

7 Conducting lateral load testing of a single pile

upto following capacity in accordance with

"IS:2911(Part-IV) for determining safe

allowable lateral load of pile " with all labour,

material, tool & plants, equipment, machinery,

etc complete as per drawing and specification

as directed by the Engineer: Piles with lateral

load capacity above 20 tonnes.

Nos 1.00 57071.81 57071.81


Cement Concrete of M-35 grade in pile caps

including centering and shuttering but

excluding cost of reinforcement all complete

as per drawing and Technical Specifications

Sections 1100, 1500 and 1700 and as directed

by Engineer.

Cum 440.00 6812.83 2997645.20



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

9 Providing and laying in position concrete in

Reinforced/Plain Cement Concrete of M-35

grade in pier, pier cap,

pedestals,cantilever/counterfort abutment,

abutment cap,dirt wall,splayed wing wall, box

return, cantilever return, screen wall, median

wall, curtain wall, cut-off wall, inspection

ladders, box cell structures, seismic restrainer

etc. including centering and shuttering but

excluding cost of reinforcement all complete

as per drawings and Technical Specifications

Sections 1500, 1700 and 2200 and as directed

by Engineer.

Cum 320.00 7679.04 2457292.80

10 Providing and laying in position 65mm thick

wearing coat consisting of 40mm thick

bituminous concrete overlaid wih a 25 mm

thick layer of mastic asphalt over deck slab

after applying prime coat complete as per

drawings and Technical Specifications Sections

500 and 2700 and as directed by Engineer

Sqm 1345.21 1288.26 1732982.81

11 Supplying,fitting and fixing in position true to

line and level POT-PTFE bearing consisting of a

metal piston supported by a disc or

unreinforced elastomer confined within a

metal cylinder, sealing rings, dust seals, PTFE

surface sliding against stainless steel mating

surface, complete assembly to be of cast steel

/ fabricated structural steel, metal and

elastomer elements complete as per IS 2062,

is: 1030, AISI: 304, AISI: 316, IS:6911, BS:3784,

IS: 3400, IS:226, BS- 5400, Bridge code and as

per drawing and approved Technical

Specifications.The design of the bearings shall

be submitted by the manufacturers/contractor

and got approved from Railway before

fixing.Test report of the bearings should be got

approved before the materials are lifted from

the manufacturer premises, Payment is based

on 250 MT capacity of Bearing : POT-PTFE

Bearing

MT

Bearing

Capacity

5585.80 576.26 3218873.11

12 Providing and fixing in position Expantion

Joints under supervision of manufacturer

specialist complete as per drawings and

Technical Specifications Section 2600 and as

directed by Engineer : Strip seal type capable

of taking 40mm movement

Rm 71.00 28434.18 2018826.93



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

13 Proving and fixing in position drainage spouts

(Diameter of GI pipe in the assembly should be

150mm dia & length 5m) complete as per

drawings and Technical Specifications Clause

2705 and as directed by Engineer.

Nos 106.00 4797.30 508513.27

14 Providing and fixing in position with clamps

100 mm dia CPVC/GI downtake and runner

pipe including joining with drainage spout

pipe, providing couplers, bends etc. complete

as per drawings and as directed by Engineer.

Rm 270.00 2971.68 802353.90

15 Providing and fixing in position MS pipe railing

including MS plate holder to be fixed with

vehicular/high containment crash barrier as

per drawing and directed by Engineer.

Rm 220.00 3664.81 806257.10

16 Reinforced cement concrete M-35 grade

approach slab including reinforement and

formwork complete as per drawing and

Technical specification.

Cum 40.00 14105.61 564224.20


Cement Concrete of Grade M-40 in Safety

Kerb, Friction Slab, crash barrier/ high

containment crash barrier as per drawing

excluding cost of reinforcement, including

centering and shuttering ,bituminous fibre

board and premoulded joint filler at expansion

joints/ gap locations but MS pipe railing all


Specifications Sections 1500, 1600, 1700 and

2700 and as directed by Engineer-in- charge.

Cum 360.00 8104.25 2917530.00

18 Providing and fixing in positon 20 mm thick

bitumen impregnated fibre board conforming

to IS 1838 including cost of Primer, sealing

compound in expansion joints.

Rm 30.00 228.39 6851.78

19 Construction of Reinforced Earth Structures

(RES) together with the construction of

earthwork in layers, assembly & erection of

reinforcing element & placement of facial

panels/ block and all associated components

complete as per approved drawings and

Technical Specification 3100 and as directed by

Engineer



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

a) Providing and erecting precast concrete

facial panels including untensioned

reinforcement, soil reinforcing element (

GeoStrap and other accessories like

connectors, non woven geotextile, lifting

anchores etc. foundation pad ,all accessories

and consumables and components including

drainage system, ground improvement,

capping beam, if required complete.

Sqm 2170.00 4429.97 9613040.33

b)Earhwork including excavation, backfilling,

grading and compaction with selected backfill

soil (φ ≥ 30 and U ≥ 1.8) meeting approved

design parameters in layers in soil reinforced

zone complete.

Cum 11940.00 1872.40 22356426.15

c)600 mm thick filter media behind Concrete

facia panel.

Cum 1300.00 2496.53 3245489.00

20 Providing and Constructing Granular Sub- base

(GSB) with Grading I of Table 400-1 , with

crushed aggregates by mix in place method


specifications clause 401.

Cum 315.00 2149.73 677165.34

21 Constructing Wet Mix Macadam (WMM) base


Specifications Clause 406.

Cum 305.00 2395.49 730624.45

22 Providing and applying prime coat with

bitumen emulsion grade (SS-1) over granular

surface complete as per Technical

specifications clause 502 : @ 6.0 kg to 9.0

kg/10 sqm

Sqm 1045.00 35.79 37395.33

23 Providing and applying tack coat with bitumen

emulsion grade (RS-1) over prepared surface

all complete as per Technical specifications

clause 503 : @ 2.0 kg to 2.5 kg/10 sqm over

bituminous surface

Sqm 1045.00 12.63 13198.35

24 Proving and laying Dense Bituminous

Macadam (DBM) course using bitumen of VG-

30 grade, complete as per drawing and

Technical Specifications Clause 505.

Cum 70.00 11185.44 782981.06

25 Providing and laying bituminous concrete (BC)

wearing course using bitumen of VG-30 grade,

complete as per drawings and technical

specifications clause 508.

Cum 42.00 12787.35 537068.65



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

26 Providing and laying close graded premix

surfacing / mixed seal surfacing wearing course

using bitumen of VG-30 grade, complete as per

drawings and technical specifications clause 510

Sqm 1045.00 235.76 246369.20

27 Supplying of all types of structural steel

conforming to IS : 2062-2006 of Grade Fe 250B0 ,

fabrication, assembling, errection/slewing/end

launching of steel girders ( not requiring traffic

block) of span upto 36m (c/c of bearing) on sub-

structure including provision of trolley refuges, if

required, complete as per approved drawing

including one coat of Zinc chrome primer to IS-

104 and one coat of Zinc chrome Red Oxide to

IS:2074 & painting as per IRC specifications on all

members ,( Detailed fabrication and erection

drawings & launching methodology will be

prepared and got approved by the contractor

from Consultant). Rate includes fabrication of all

the types of battens, bracings, ties ,stiffners,

packing, diaphragms, shop rivets/welding, T&F

bolts, drifts, shop welds, templates, jigs, fixtures,

back up supports, accessories, transporting

various components from fabrication shop to site

, including loading, unloading , lift and taxes

comlete.Assembly of girders' on drift/bolts, field

riveting /welding, assembling of temporary

support for side slewing , raising of girders to the

bed block level , providing sliding arrangements

and slewing the girder in position , lowering of

girder on bearings and bed plates, grouting holes

in the bed block for fixing of HD bolts/anchore

pins of bed plates, all temporary

arrangements.Load testing may be done as per

IRC:24.The bearing sets to be provided with the

girders will be paid separately as per relevant

item separately.

Payment Schedule

a)Material at site-40%

b) Fabrication at site - 15%

c) Erection/launching-20%

d) Completion including painting and finishing-

25%.

MT 360.00 122940.42 44258551.20

Sub total = 135476860.33

Sub total of Schedule-3 135476860.33

Add 1% for labour wellfare cess= 1354768.603

Total amount of Schedule-3 136831628.94

Say Rs 136831629.00



Schedule-4 (Drain,Retaining wall/Toe wall,Path way and dismantling items etc.)

Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

1 Earth work in excavation as per approved

drawings and dumping at embankment site or

spoil heap, within SECL Land boundary ,including

50 m lead and 1.5 m lift, the shall be measured

from the centre of gravity of excavation to centre

of gravity of spoil heap: the lift to be measured

from natural ground level and paid for in layers of

1.5 m each, including incidental works, as per

specifications- in

a) All kinds of Soils cum 28799.00 119.00 3427081.00

b) Ordanary rock ( Not requiring blasting) cum 2880.00 358.92 1033689.60

2 Providing and laying in position cement concrete

of M 20 Grade including cost of cement but

excluding cost of centering and shuttering, as per

direction of Engineering- in -charge:

a) All works up to Plinth level

cum 16453.00 5028.77 82738352.81

b) All work above Plinth Level in Retaining

wall/toe walls, walls(of any thickness) etc

cum 2050.00 5406.00 11082300.00

3 Centreing and shuttering including strutting,

proping etc.and removal of form work for:

a) Foundations, Footings, bases of columns sqm 61000.00 163.42 9968620.00

b) Retaining walls, return walls, walls(any

thickness)

sqm 830.00 278.80 231404.00

4 Filling,watering and ramming earth in 15 cm

layers in floors and foundations with surplus earth

from foundations including 50m lead and 1.5 m

lift.

cum 6000.00 26.46 158760.00

5 Demolishing plain cement concrete including

disposal of material within 50m lead

1:2:4 or richer mix with max. 20 mm coarse

aggregate

cum 50.00 605.19 30259.50

6 Demolishing brick work including stacking of

serviceable material and disposal of unserviceable

material within 50m lead

In cement mortar cum 225.00 510.97 114968.25



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

7 Dismantling roofing including ridges, hips valleys

and gutters etc. and stacking the material within

50m lead

G.I. sheet sqm 275.00 44.62 12270.50

8 Dismantling steel work in single sections including

dismembering & stacking within 50m lead in

R.S. joists./ Rails Kg 1500.00 0.86 1290.00

Channels, angles, tees and flats/ rounds or any

other rolled shape

Kg 900.00 0.63 567.00

9 Dismantling steel work and trusses upto 10m span

and 5m height in built up sections in angles, tees,

flats and channels including all gusset plates,

bolts, nuts, cutting rivets, welding etc. including

dismembering and stacking within 50m lead

Kg 2750.00 1.5 4125.00

10 Demolishing R.C.C. work including cutting and

stacking of steel bars and disposal of

unserviceable material within 50m lead. (Extra

payment for scraping, cleaning and straightening

of bars to be made separately)

cum 130.00 882.91 114778.30

Sub total of schedule-4 108918465.96

Add 1% labour wellfare cess 1089184.66

Total amount of schedule-4 110007650.62

Say Rs 110007651.00

Total of Part -A ( Sch.1+ Sch. 2+ Sch 3+Sch 4) = Rs.

678148140.00



Part-B

Schedule-1 (P-Way works)

Sl

No.

Description of Item

Unit Qty Estimated

Rate (Rs)

Estimated

Amount (Rs)

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

section (single rail) and concrete sleeper1660 nos

(M+8) density with standard fittings 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,

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 :

With 60 Kg. rails .

Tr.m 21250.00 434.50 9233125.00

2 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, superelevation 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.

i) First through packing of track (M+8) Density of

sleepers

Tr.m 21250.00 67.51 1434587.50

ii) 2nd through packing of track (M+8) Density of

sleepers

Tr.m 21250.00 56.25 1195312.50

iii) 3rd through packing of track (M+8) Density of

sleepers

Tr.m 21250.00 56.25 1195312.50

iv) 4th through packing of track (M+8) Density of

sleepers

Tr.m 21250.00 56.25 1195312.50



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

3 Supply and delivery of locally available machine

Crushed ballast of 50 mm size clean angular, hard

and durable track Ballast as per Specification and

stacking the same on the cess of formation or toe

of the bank or at suitable place as directed by

Engineer-in-charge at site. The rate include all

cost of lead, lift, royalty, sales tax & other tax and

duties and all other incidential 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 levelling 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.

cum 53150 2,100.00 111615000.00

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 53150 173.66 9230029.00

5 For every additional lead of ballast for 50 m or

part thereof beyond initial lead lead of 100m.

cum 10630 49.62 527460.60

6 Trolleying new rails, PSC sleepers from the

Client/RITES Site store to the site of work by

contractors transport/diplorry upto a distance of

1 km including handling, loading, unloading of

materials with all lead, lift, crossing road/ rly.

tracks etc complete.

MT 15500 613.77 9513435.00

7 Trolleying new rails, PSC sleepers for every addl.

½ km by contractors transport/diplorry

MT 7750 83.39 646272.50



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

8 Flash butt welding of 52/60 kg(90UTS/72 UTS)

IRS-T-12-96 880 grade new rail joints in yard or

track as directed by the engineer in charge at site

with contractors mobile flash butt welding

plant,freight ,consumeables, labour and all

ancilary works as per the manual for flash butt

welding of rail 2012 (with latest correction slip)

including ultrasonic testing of welded joints using

contractors USFD testing machine.The rate

includes supply of skilled /artisan staff like

welder,moulder,chipper,lutter,aligner,striker/ham

mar man and adequate numbers of semiskilled,

unskilled labours and supplying fuel etc as

required for the work

Each

joint

2530 7,000.00 17710000.00

9 Drilling holes 28mm/32mm dia. (as directed by

Engineer at site) in rails (New/SH) for fish bolts

inside/outside track.

i) 52 kg/90 R (New/SH) rails section each 50 95.63 4781.50

ii) 60 kg(New/SH) rails section each 50 101.25 5062.50

10 Cutting rails (New/SH) rails section inside/outside

track.

i) 52 kg/90 R (New/SH) rails section each 100 114.76 11476.00

ii)60 kg(New/SH) rails section each 100 121.50 12150.00

11 Manufacturing and fixing of check rails for L-xing

as per RDSO drg. no. T-4215 by Machine cut of

52 /60kg 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).

metre 500 1194.49 597245.00

12 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.

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

No. T-5843 (G3L type) (Without supply of rails)

each 200 21475.86 4295172.00



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

13 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 dekinking of rails

as required, bending stock rails, cutting of rails to

required standard size and drilling holes on web

of rails square to rail surface by using proper

template (for fixing fishplates, distance block,

stretcher bars), greasing and oiling of fish plates &

fish bolts and nuts and at fishing zone of the rail

ends including supply of grease, oil etc. complete

in all respects. The rate should also be inclusive of

carrying rails, sleepers, switches, crossings,

fittings & fastenings with all lead, lift, ascent,

descent crossing Road/Rly line if necessary from

Client/RITES Store Depot to Site of work within a

distance of 1 km. Sleeper spacing shall also be

marked by the contractor with white/yellow 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.

ii) 1 in 12 Turnout Set 14.00 102647.08 1437059.12

i) 1 in 8½ Turnout/Sym. split Set 31.00 76985.31 2386544.61

iii) 1 in 8½ Derailing switch Set 4.00 27372.55 109490.20

14 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,

superelevation 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.

i) First Through packing set 14 9896.1 138545.40

ii) 2nd Through packing set 14 8913.19 124784.66

iii) 3rd Through packing set 14 7930.29 111024.06

iv) 4th Through packing set 14 7930.29 111024.06



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

15 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,




directed by Engineer-in-charge. (Note: Length of

turnout will be considered from stock rail joint to

the rail joint after 4th exit sleeper)





16 Through packing of 1 in 8½ Derailing switch on

any kind of sleepers with stone ballast to maintain

correct alignment cross and longitudinal level as

required for maintaining track gauge, versine,




directed by Engineer-in-charge.





17 Supply & Fixing Hand lever box including pull over

rod with switches for operation of points.

each

set

49.00 10101.66 494981.34

18 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

Engineer-in-charge of the work.The rate is

inclusive of all materials like cement ,stone

aggregate,sand,and paints etc with all incidental

works required for fixing in position complete in

all respect.

each 45.00 2614.13 117635.85



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

19 Making and fixing in position cement concrete

(1:2:4) Kilometer/curve/gradient pillar as per

enclosed drawing with proper painting and

lettering as per directives of Engineer-in-

charge of the work.The rate is inclusive of all

materials like cement ,stone

aggregate,sand,and paints etc,earth work in

excavation and all incidental works required

for fixing in position complete in all respects.

each 50.00 3013.95 150697.50

20 Construction of RCC buffer as per RITES'

drawing including supply of

reinforcement,cement,buffer,wooden

sleepers(2.75mx0.30mx0.20m) bolts and

nuts,washersand all other materials.The rate

should also include painting of buffers wooden

sleepers with approved quality red paints.The

rate should also inclusive of digging of

eoundation trenches ,shuttering and form of

finishing with all leads,lift,

ascent,decent etc complete.

each 2.00 258716.13 517432.26


Add 1% labour wellfare cess 1749453.27


Say Rs 176694780.00

Schedule -2 (Supply of PSC Sleepers)

Sl

No. Description of Item Unit

Qty Estimated

Rate (Rs)

Estimated

Amount (Rs)

1 Supply ofMonoblock prestressed concrete

sleepers to suit B. G.60Kg for straight track

vide RDSO Drg. No. T-2496/T-39(with latest

alteration if any)

Each 38346 3,004.41 115207105.86

2 Supply of Monoblock prestressed concrete

sleepers for curve with RDSO Drg No. T-4186

Each 697 3,081.61 2147884.23

3 Supply of BG prestressed cocrete Sleepers

(category I) for 1 IN 12 Turn out including

approach and exit sleepers as per Turnout

assembly RDSO drg. No. T-4218 with upto date

alt. and confirming to IRS specifications.

set 14 5,80,866.80 8132135.20



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

4 Supply of BG PSC Sleepers (category I) for 1 in 8.5

Turn out including approach and exit sleepers as

per Turnout assembly RDSO drg. No. T-4865 with

upto date alt. and confirming to IRS specifications.

set 31 3,70,978.20 11500324.20

5 Supply of BG prestressed cocrete Sleepers

(category I) for 1 in 8.5 derailing switch including

approach and exit sleepers as per Turnout

assembly RDSO drg. No. T-6068 with upto date

alt. and confirming to IRS specifications.

set 4 1,68,404.33 673617.32


Add 1% labour

wellfare cess

1376610.67

Total amount of

schedule-2

139037677.47

Say Rs 139037677.00

Schedule -3 (Supply of P-Way Fittings)

Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

1 Supply of Elastic Rail Clip RDSO Drg. No.T-3701

protected by anticorrosive paint)

Each 156173 87.71 13698699.08

2 Supply of Elastic Rail Clip 'J-clip'confirming to

RDSOT-4158

Each 2278 89.26 203338.61

3 Supply of Grooved Rubber sole plates for 60 Kg

layouts RDSO Drg. No.T-3711

Each 78086 30.79 2403900.94

4 Supply of 60 Kg Metal Liner RDSO Drg. No.T-3740 Each 47789 27.69 1323339.54

5 Supply of End cut Metal Liner 60Kg RDSO Drg. No.

T-3740

Each 3880 27.69 107442.24

6 Supply of GFN liner 60 kg RDSO Drg No.T-3706

(upto date alt.) confirming to IRS specification for

use of mark III flat toe ERC (Drg. No. T-3701)

Each 10400 21.55 224094.00

7 Supply of End cut GFN RDSO drg. No. T-3706 Each 3492 21.55 75243.87



Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

8 Supply of Fish Bolts and nuts(25x140) RDSO Drg.

No. T-1899 Alt2

Each 5741 96.96 556668.89

9 Supply of Combination fish plate 60x52kg RDSO

DRG. No.-T-696,T-697,T-698 & T-699 confirming

IRS -T-6

Set 25 13,987.62 349690.51

10 Supply of Fish Bolts and nuts(25x140) &

(25x190)RDSO Drg. No. T-1899 Alt2 & T-11514,IRS

T-23

Each

set

250 214.96 53740.00

11 Supply of 60 Kg juggle fish plate RDSO Drg. No. T-

4016 with clamps Drg. No. T-4017 &4017/1

including one bolt Drg. No. T-11524, One set

comprises og two fish plate and four clamps of

each type and 4 bolts

Set 100 8,155.60 815559.62

12 Supply of 60 Kg Fish plate 610mm long Drg no T-

1898 & IRS Specification (Note: 1 Pair=2 nos.

fishpaltes)

Pair 1359 2,985.26 4056964.20

13 Supply of Fittings for check rail

i) C.I Bracket RDSO Drg. No. T-4917, Conforming

to IS 210-1962 Grade (20) & IRS -T-10

Each 700 609.37 426562.05

ii) Distance Bracket RDSO Drg. No. T-4785,

Conforming to IS 210-1962 Grade (20) & IRS -T-10

Each 700 83.10 58167.20

iii) Bolts & nuts (22mmx110mm) including single

coil spring washer Drg. No. T-11550 IRS T-10

Each 700 81.56 57092.04

iv) Plate screw RDSO Drg no. T-3913 conforming

to IRS T-16

Each 1400 64.63 90484.03

v) M.S. Packing plate Drg. No. T-4320 with upto

date alt conforming IRS -T -10

Each 700 169.27 118492.47

14 Supply of Switch clamp(Male& Female)RDSO drg

no. T-858 to 858/1

Set 20 4,494.00 89880.00


Add 1% labour welfare cess 247093.59


Say Rs 24956453.00



Schedule -4 (Supply of Point & Crossing)

Sl

No.


Rate (Rs)

Estimated

Amount (Rs)

1 B.G. 1 in 12 Points & Xings with 60 kg (IRS-T-

12) 90 UTS 1st quality rails on PSC sleeper

layout as per RDSO Drg. No. T-4218, T-4219

& T-4220 with CMS Crossings, all fittings &

fastenings, 2 pair of 1m long fish plates,

bolts & nuts, Lead rails, standard fish

plates(610mm long) and fish bolts & nuts

complete but exclusive of PSC sleepers.

Set 14 13,71,242.18 19197390.52

2 B.G. 1 in 8.1/2 Points & Xings with 60 kg (IRS-

T-12) 90 UTS 1st quality rails on PSC sleeper

layout as per RDSO Drg. No. T-4865, T-4866

& T-4867 with CMS Crossings, all fittings &

fastenings, 2 pair of 1m long fish plates,

bolts & nuts, Lead rails, standard fish

plates(610mm long) and fish bolts & nuts

complete but exclusive of PSC sleepers.

Set 31 9,90,780.90 30714207.90

3 B.G. 1 in 8.1/2 Derailing switch with 60 kg

(IRS-T-12) 90 UTS 1st quality rails on PSC

sleeper layout as per RDSO Drg. No. T-6068,

with all fittings & fastenings, bolts & nuts,

Lead rails, standard fish plates(610mm long)

and fish bolts & nuts complete but exclusive

of PSC sleepers

Set 4 316724.27 1266897.08


Add 1% labour welfare cess 511784.96

Total of Schedule - 4 51690280.46

Say Rs. 51690280.00

Total of Part -B ( Sch.1+ Sch. 2+ Sch 3+Sch 4) = Rs. 392379190.00

Total of Part -A & Part-B = Rs. 1070527330.00

Documents

SOUTH EASTERN COALFIELDS · PDF filePage 1 of 26 Signature of the tenderer under seal of the firm SOUTH EASTERN COALFIELDS LIMITED NIT No.34/OT/SECL-KUSMUNDA/Civil & P. Way/PKG-II/2015