south central railway no 190… · 2 22.09.2017), the contract shall be terminated duly forfeiting...

1

By Reg. Post with Ack. Due

दक्षिण मध्य रेऱवे SOUTH CENTRAL RAILWAY

मंडऱ रेऱ प्रबंधक कायााऱय

Divisional Railway Manager‟s office,

काया शाखा / ग ंटूर

Works Branch/Guntur,

स.No.GNT/W.496/Tender No 1904 ` ददनांक Dt. 24.07.2017

To

M/s. Sri Sai Krishna Constructions

12-17-23/8, Prakash Nagar,

Narsaraopet,

Guntur – 522 601.

Sir,

ववषय Sub: SW-1: Guntur-Krishna Canal Jn (Dn) Line: Through ballast renewal (TBR) from

Km.1.00 to 25.31 for a total length of 24.31 kms. SW-II: Guntur - Nadikudi section:

Through Fittings Renewal (TFR) (Rubber pads only) on PSC sleeper track from Km.

23.42-41.50; Km.41.86-95.00 for a total length of 71.22 kms. SW-III: Corrosion

prevention measures for rails in SSE/P.Way/SAP section under Sr.DEN/North/GNT

jurisdiction – Reg.

सदंर्ा Ref: Tender Id. 1904 for the above work submitted on 12.06.2017.

***

1. Your tender for the above work has been accepted by the competent authority for

Rs 1,37,37,641/- (Rupees One Crore Thirty Seven Lakhs Thirty Seven Thousand Six

Hundred and Forty One Only) at the following rates:

Schedule A At Par on USSOR-2010 items.

Schedule B (+)189% (Plus One Hundred and Eighty Nine Percent Only) on P.Way

SSR‟04 items.

Schedule C (+)189% (Plus One Hundred and Eighty Nine Percent Only) on P.Way

SSR‟04 Transportation items.

Schedule D At Par on NS items.

Schedule E (-)9% (Minus Nine Percent Only) on NS items.

Note: Rates quoted for Schedule C by other tenderer is less than the rates quoted by L1.

Hence, items under this schedules be operated cautiously to avoid vitiation.

2. The work should be completed within 12 Months from the date of issue of acceptance letter

and the work shall be maintained for a period of Nil months from the certified date of

completion of the work.

3. The amount of earnest money deposit of Rs 1,78,540/- paid online vide IREPS Ref Id

PE272025 / 0012471435 dt 10.06.17 has been adjusted as part amount of Security Deposit.

Balance Security Deposit of Rs 5,08,342/- will be recovered from the running bills at a rate of

10% till it reaches 5% of contract value.

4. Performance Guarantee (PG) for Rs 6,86,882/- have to be submitted within 30 (thirty) days

from the date of issue of acceptance letter (i.e., by 23.08.2017) valid up to the stipulated date

of completion plus 60 days. A penal interest of 15% per annum shall be charged for the

delay beyond 30 (thirty) days i.e., from 31st day from the date of issue of LOA. In case the

contractor fails to submit the requisite PG even after 60 days from the issue of LOA (i.e., by

2

22.09.2017), the contract shall be terminated duly forfeiting EMD and other dues, if any

payable against that contract. This P.G will be released after physical completion of work

based on the „Completion certificate‟ issued by the competent authority. You are requested

to attend this office along with P.G. for executing the contract agreement.

5. Until a formal agreement is executed, acceptance of the tender shall constitute a binding

contract between you and the administration.

6. The base period for calculation of Price Variation shall be from the month of opening of the

tender i.e., June, 2017.

7. The contract labour (Regulations and abolition Act, 1970) and rules, regulations and

amendments thereto that may be followed from time to time are binding on you in respect of

this contract. The work should not be executed without a valid labour license and a copy of

the same to be forwarded to this office for record.

8. Failure to start the work within 15 (Fifteen) days, the contractor is liable for penal action as

per clause 62 of the General Conditions of Contract.

9. Receipt of this letter may be acknowledged.

Encl: One Schedule

Yours faithfully

Sd/-

Sr Divisional Engineer/North

South Central Railway / Guntur

For and on behalf of the President of India

C/- Sr.DFM/GNT for information, ADEN/North/GNT, SSE/P.Way/NGNT & SAP, OS/Bills, SSE/Drg/Track

for information & necessary action

C/- Assistant Labour Commissioner (C), Plot No.B-2, Industrial Estate, Central Government Offices

Complex, 5th

floor, Autonagar, Vijayawada for information.

TC: Sr DEN/North/GNT, Sr DFM/GNT & DSTE/GNT; TAA: ADRM/GNT

Sr DEN ADEN SSE/

P.Way

Work

code

Sanctioned Estimate No Allocation Value

North North NGNT

&SAP

022378 GNT/W.46/2017/North/339/Plg dt 3.4.17 213141-03 7377741

022366 GNT/W.46/2017/North/340/Plg dt 3.4.17 213141+42-03 2897648

-- GNT/W.46/2017/North/335/Plg dt 8.3.17 04221-32 3462252

Total 13737641

3

TENDER SCHEDULE

Completion Period 12 Months

Maintenance Period Nil Months

Name of the work: SW-I: Guntur - Krishna Canal Jn. (DN) line: Through Ballast Renewal (TBR) from

Km.1.00 to 25.31 for a total length of 24.31 kms. SW-II: Guntur - Nadikudi Section: Through Fittings

Renewal (TFR) (Rubber pads only) on PSC sleeper track from km.23.42 - 41.50; Km.41.86 - 95.00 for a

total length of 71.22 kms. SW-III: Corrosion Prevention measures for Rails in SSE/P.way/SAP section

under Sr.DEN/North/GNT Jurisdiction.

S

no

Item

no. Of

SSR

D e s c r i p t i o n o f I t e m Qty. Total

Qty Rate Unit Amount

SW-I SW-II SW-III

Schedule - A

1 231043 Providing and laying water bound

macadam with specified stone

aggregate, stone screening and

binding material including

screening, sorting, spreading to

template and consolidation with

power road roller of 8 to 10 tonne

capacity etc. complete. Base

course with 53mm to

22.4mm size including stone

screening 11.2mm size

260 0 0 260 1286.18 cum 334407

2 233012 Providing and applying tack coat

using bitumen emulsion (Rapid

setting) complying with IS:

8887- 1995, spraying the bitumen

emulsion with mechanically

operated spray unit, cleaning and

preparing the existing road surface

as per specification On

bituminous surface @ 0.25kg/

sqm

1300 0 0 1300 16.03 Sqm 20839

3 231061 Providing and laying bitumen

penetration macadam with hard

stone aggregate, with bitumen of

suitable penetration grade

including required key aggregate

as specified, spreading coarse

aggregate with the help of self

propelled / tipper tail mounted

aggregate spreader and applying

bitumen by a pressure distributor

and then spreading key aggregate

with the help of aggregate spreader

complete including consolidation

with road roller of minimum 8 to

10 tonne capacity For 50mm

compacted thickness using

6cum coarse aggregate of size

50-20mm graded, 1.5cum key

aggregate of size 12.5mm

graded, and 500kg paving

asphalt 80/ 100 per 100sqm

1300 0 0 1300 346.86 Sqm 450918

4

4 235010 Providing and laying seal coat of

premixed fine aggregate (passing

2.36mm and retained on

180micron sieve) with bitumen

using 128 kg of bitumen of grade

80/ 100 bitumen and 0.60cum of

fine aggregate per 100sqm of road

surface including rolling and

finishing with road roller all

complete. Note - This should not

be operated along with Hot mix

carpeting

1300 0 0 1300 58.20 Sqm 75660

Total 881824

At Par 0

Total of Schedule - A 881824

Schedule – B

1 180101

01

Loading of rails/switches/X'ings/

SEJ Rails/ Glued joint rails etc., of

any section and length, with/

without P.way fittings and

fastenings, in departmental rain/

lorry/trailor during the period of

traffic block including lead upto

50 metres including crossing of

tracks wherever necessary with all

contractor's labour, tools, plants

including all lead and lift complete

and as directed by the engineer-in

-charge atsite.Note:1.The measure

-ment of work will be based on the

nominal weight of the rails,P.way

fittings, fastenings. 2. If work is

done in depots/station/siding

during non - traffic block the rate

will be reduced by 10%.

40 112 0 152 25.40 MT 3861

2 180102

01

Unloading of rails FR/3 RP/10 RP/

Switches /X'ings/SEJ Rails/ Glued

joint rails from BFR's/lorry/ trailor

onto cess along the track in block

working including lead upto 50

metres including stacking the rails/

switches/x'ings etc., in correct

position on levelled ground after

unloading with all contractor's

labour, tools, plant etc., including

all lead, lift, crossing of tracks

wherever necessary complete and

as directed by the engineer - in -

charge at site. Note: 1. If work is done in depots/ station/siding

during non - traffic block the rate

40 112 0 152 24.00 MT 3648

5

will be reduced by 10%.

3 180101

04

Loading of small fittings (Pway)

for rails and sleepers into wagons/

lorry from depot/station within a

lead of 50m and as directed by

Engineer - in - charge at site.

0 38 0 38 31.20 MT 1186

4 180102

04

Unloading of small fittings (Pway)

from wagons/lorry at depot/

stations and stacking in Pway store

up to an average lead of 200m and

as directed by Engineer - in -

charge at site including crossing of

track where necessary.

0 38 0 38 31.20 MT 1186

5 180102

05

Unloading from ballast wagons

/hoppers within the nominated

block as allotted with all

contractor's labour, tools etc.,

complete including dressing of

ballast to profile where unloaded

in excess and infringing the

moving dimensions of rolling

stock with contractor's labour,

tools, tackles and all lead and lift

complete including crossing of

track wherever necessary and as

directed by the engineer-in-charge

at site. Note:1.Contractor to ensure

safety of his men while working.

2. Work to be carried out under

traffic block. 3. Extra 20% if

unloaded from other than hoppers.

36465 0 0 36465 2.90 Cum 105749

6 180313

01

Drilling holes 26 to 32mm dia in

rails of 90lbs & above section

72/90UTS as per the correct

template with machine including

champhering and as directed by

Engineer - in - charge at site. Note:

1. Contractor has to use his own

equipment, materials and labour

etc., and the rate is inclusive for

this and is for the complete job. 2.

For less than 26mm dia in running

track or outside track the rates to

be reduced by 10% on 18031301

for running track and by 10% on

18031302 for out side track. in

running track

486 1140 0 1626 20.90 Each

hole

33983

7 180313

02

Drilling holes 26 to 32mm dia in

rails of 90lbs & above section 72/

90UTS asper the correct template

with machine including champhe-

ring and as directed by Engineer -

in-charge atsite. Note:1. Contrac-

tor has to use his own equipment,

materials and labour etc., and the

rate is inclusive for this and is for

the complete job. 2. For less than

243 400 0 643 18.80 Each

hole

12088

6

26mm dia in running track or

outside track the rates to be

reduced by 10% on 18031301 for

running track and by 10% on

18031302 for outside track. out

side track

8 180602

00

Welding of 52/60 kg rails during

traffic block, duly removing the

rail to rail fastenings, sleeper to

rail fastenings, adjusting the gap

upto 25 mm between rail ends,

cleaning rail ends with kerosene

oil, respacing the joint sleepers for

fixing the dry mould, lifting the

rail ends, aligning, fixing

mould/mould boxes, heating the

rail ends with patrol to the

required temperature, welding,

removing the excess weld metal

with weld trimmer and finally

grinding the welded joint to the

required profile with profile

grinder as elucidated in the

welding manual of 1998 with all

contractor's labour except a

qualified welder of railways, tools

such as welding tank along with

vaporizer, crucible, dry mould,

mould shoes, clamps will be

supplied free of cost by railways at

SSE/stores. Consumables like

kerosene oil, petrol, welding

portion, asbesos powder etc.,

required will be supplied by free

of cost by railways as per the

direction of the engineer - in -

chrge at site , including fixing the

rails to sleepers immediately after

welding to allow trains. Note: 1.

Weld trimmer and profile grinder

will be supplied at SSE/stores/

depot. Required consumables will

also be supplied by railways at

free of cost. 2. Contractor to

arrange trained staff for using the

machines. 3. All materials required

for welding work will be supplied

by railways free of cost. 4.

Sleepers spacing to be corrected

after welding. 5.Disturbed

parameers of the track to be made

good after welding. 6. Disturbed

ballast section to be made good. 7.

After welding, the weld joint to be

painted, supplied by railways to

the extant of 100 mm on both the

sides of the weld including bottom

150 570 0 720 244.50 Each

Weld

176040

7

surface of the flange of the rail.

9 180210

01

Overhauling of level crossing with

black top road/other than black top

which will also include digging

out upto 250mm below sleeper,

screening ballast, making good

ballast, with railway ballast from

stacks/heaps within a lead upto

120m replacing worn out sleepers,

worn out fittings and fastenings,

check rails, filling back, ramming

and levelling the road surface

including fixing concrete slabs

which were disturbed but

excluding coal tarring of the raod/

slab joints, including scrapping of

rails and tarring with two coats

with contractor's coal tar etc., and

as directed by Engineer in charge

at a site. Other than black top

road LC gates including

concrete blocks road.

30 0 0 30 220.30 TRM 6609

10 180210

02

Overhauling of level crossing with

black top road/other than black top

which will also include digging

out upto 250mm below sleeper,

screening ballast, making good

ballast, with railway ballast from

stacks/heaps within a lead upto

120m replacing worn out sleepers,

worn out fittings and fastenings,

check rails, filling back, ramming

and levelling the road surface

including fixing concrete slabs

which were disturbed but exclu-

ding coal tarring of the raod/ slab

joints, including scrapping of rails

and tarring with two coats with

contractor's coal tar etc., and as

directed by Engineer in charge at a

site. Black top Road L.C. Gates

75 0 0 75 313.70 TRM 23528

11 180612

00

Destressing of LWR panel with

/without use of rail tensor under

traffic asper the detailed procedure

elucidated in LWR manual inclu-

ding loosening/removing ERC's

(Excluding siezed ERC) and MS

liners excluding siezed ERC's on

alternate sleepers before traffic

block, cleaning MCI inserts, eye

hole and central leg of ERC's and

apply one coat of grease graphite,

cleaning the MS liner and liner

contact area with applying one

coat of railways anti - corrossive

paint, removing the rail closures

from track, adjusting the SEJ's to

24310 71220 0 95530 4.60 TRM 439438

8

its mean position and fastening

down to PSC sleeper, removing all

the balance sleepers to rail

fastenings on both the rails, lifting

the rails and placing on rollers,

striking the rail with contractor's

wooden mallets, removing the

rollers and fixing the rails with

sleepers within the specified

temperature and inserting closure

rails within the specified range of

temperature so as to allow traffic

at normal speed with all

contractor's labour, tools, consum-

ables, all lead and lift etc.,

complete and as directed by the

engineer - in - charge at site. Note:

1. Payment of cutting of rails and

drilling of holes wherever required

will be paid seperately as per the

relavent items. For the sleepers

booted with weld collars are to be

adjustedas directed by the engineer

-in-charge at site. 2.Rollers/side

rollers will be supplied by

railways.

12 180101

05

Loading and leading of P.way

materials such as sleepers and rails

etc., by means of dip lorry which

will be supplied free of cost by

railways, under traffic block

including loading on to dip lorry

to a maximum lead of 50 metres,

transportation by dip lorry upto

1000 metres lead and unloading

and stacking with a lead of 50 metres, placing at nominated

locations with all contractor's

labour, tools, plants etc., including

all lead and lift and crossing of

trackswherevernecessary complete

and as directed by the engineer-in-

charge at site. For Rails Note :

For additional 500 metres or part

thereof extra 30% payment shall

be made over the above item.

40 0 0 40 62.50 MT 2500

13 180409

00

Providing lighting arrangements

for about 1000 metres length for

block work during night time

involving arranging 10KVA gene-

rators 2 nos., (I.e., one for working

in the block and one for standby in

working condition), 8 halogen

lights of 500watts each, 40

flourscent tube lights fixed to the bullies at required locations

including cost of consumables

400 0 0 400 549.50 Per

Hour

219800

9

such as petrol and engine oil etc.,

with all contractor's labour, tools,

plant, machinery, electrical wire,

switches, tube lights and consum-

ables and any connected materials

as directed by the engineer-in-

charge.

14 180204

02

Through packing of screened track

as described in Indian railway

permanent way manual of any type

of sleeper for relaxation of speed -

First packing including pickingup

of slacks in between kutcha

packing and first packing as per

requirement. PSC sleeper

40355 0 0 40355 7.40 Each

sleeper

298627

15 180205

02

Through packing of screened track

as described in Indian railway

permanent way manual of any type

of sleeper for relaxation of speed -

Second packing or Third packing

including picking up of slacks in

between first packing and second

packing or between second

packing and third packing. PSC

sleeper (2nd & 3rd packing)

26560 0 0 26560 6.20 Each

sleeper

164672

16 180301

01

Inserting 90 lbs and higher rails

including removing existing rails

and clearing removed rails from all

infringements to moving

dimensions including a lead of 200

metres, greasing of fish plates,

ERC's, inserts to be done as

required duly ensuring gauge face

of keep inside, all joints to be kept

to square both in straight, radial in

curved track as per IRPWM and

correction slips and as directed by

the engineer - in - charge at site.

Note: 1) Payment will be made

only after stacking released

materials. 2) Grease willl be

supplied by Railways. 3). Work to

be carried out under traffic block.

For single rails i.e., upto and

including 13 metres length.

632 1852 0 2484 3.70 LM 9191

17 180603

00

Fixing of fish plates/removing fish

plates with plain/joggled fish

plates at any location to rail/ welds

by drilling holes manually or by

machine or clamping the location

with brackets using bolts and nuts

at site on running track including

greasing of bolts and nuts with all

contractor's tools, labour etc.,


engineer-in-charge. Note: 1.

Drilling of holes will be paid

200 500 0 700 8.90 Each

Joint

6230

10

separately. 2. Fish plates/bolts/

clamps etc., will be supplied at

depot. of SSE/SE.

18 180203

00

Left over work after deep

screening on any rail section with

any type of sleeper by BCM which

will include screening of left over

shoulder ballast up to the deep

screened depth and cutting of cess

to the deep screened depth if

required and depositing screened

muck on cess if low or widening

the cess or depositing on top of

cutting within a lead of 50m also

leveling the screened muck thrown

by the machine on either side of

the track as directed by the

Engineer in charge at site

24310 0 0 24310 8.80 TRM 213928

19 180610

00

Carrying out pre and post tamping

works on track to facilitate

machine tamping of track within

the nominated traffic block as and

when allotted with all contractors

labour, tools, lead and lift etc.,

complete including crossing of

track when ever necessary and as

directed by Engineer incharge at

site. Note: 1. Contractor to ensure

safety of his staff while working.

2. Contractor to asssit to machine

staff for fueling oil etc., 3.No

payment will be made if no

tamping is done due to any reason.

4. Contractor to provide men

during tamping. 5. Tamping

blocks are not identical and it may

be given at any time either during

day or night.

24310 0 0 24310 5.70 TRM 138567

20 180201

00

Deep Screening of track ballast

300mm below bottom of sleeper

(any type) and screening of

complete ballast section through

sieve of specified size. This

includes opening of ballast,

digging down 300mm below the

bottom of sleeper, limited to the

original formation level duly

supporting the track temporarily

with adequate wooden blocks for

passing the train at restricted speed

safely, screening out caked up

ballast and muck etc., from the

entire ballast section, putting back

cleaned ballast as per required

ballast profile, depositing screened muck arising out of screening on

the toe of the bank or on the cess if

8000 0 0 8000 68.00 TRM 544000

11

low or on spoil banks above the

top of the cutting, lead not

exceeding 30m as per direction of

the Engineer in charge, grading the

bed 1 in 40 to the edge of the

formation cutting the cess if

required for effective drainage and

including one round of proper

packing(to be done as per through

packing item no. in IRPWM

including respacing of sleeper)

with screened ballast to pass the

train safely at restricted speed

and as directed by the engineer-

incharge. Note: 1. Deep Screening

work will be done as per IRPWM

including respacing of sleepers 2.

Ballast cushion will be measured

at every 100m interval .Each 100m

length will be treated as one block

for the above purpose. 3. Rate will

be paid on prorata basis beyond

200mm to 300mm, less than

200mm will be rejected for

payment in that particular block. 4.

Contractor should transport

wooden blocks (supplied by

Railway) sufficient in number for

supporting the track. 5. If

contractor has been asked to

provide wooden blocks of 1'.6'' x

10'' x 5'' payment to be made extra

over above item Rs. 3900/-per

KM. 6. The average cushion of a

particular length of kilometre will

be arrived. By taking cushion at

every 100m intervals. Any

individual cushion measuring

more than 300mm will be recorded

as 300mm only for the purpose of

calculations. The cushion above

200mm will be cosidered.

However the average cushion in a

kilometre should be more than

250mm to be eligible for payment

in that kilometre. For cushion

between 200mm to 300mm

payment will be made as prorata

basis in that kilometre. 7).The

screening of ballast shall be done

using inclined screens made of

square mesh of specified size. Use

of wire basket shall not be

permitted. 8). The entire stone

ballast means the ballast available

on the track between toe of the

bank on either side and the ballast

12

from its top level to original

formation level. 9).In case existing

cushion(clean + cacked up)upto

original formation level is less

than 300mm the balance cushion

shall be made good by lifting the

track to predecided rail level. 10).

No extra payment shall be made

for lifting done to achieve

300mm. Ballast cushion. 11). If

ramp is required to be provided on

approach of G.B./Deck bridge,

LC, points & crossings or any

other location where ramp is

required to be provided , such

cases payment will be made even

for 50mm cushion also as per

prorata basis. 12) The work to be

carried out under SR of 20 Kmph.

With out traffic block. 13) Final

level pegs to be fixed at 30m.

Interval by Engineer-in-charge.

14) If contractor has been asked to

fix level pegs, payment can be

made extra over this item as item

no. 18040400 15) If the work of

deep screening and TSR manual is

carried out simultaneously an

amount of 10% will be deducted.

21 180312

00

Through replacement of Grooved

rubber pads (GRP) on PSC/ST

sleepers if required liner also duly

removing the ERCs without

damaging the ERC and MCI

inserts and cleaning the ERC and

liner contact area and eye of the

MCI inserts fully without rust and

dust with wire brush and greasing

etc., and replacing the GRP by just

lifting the rail, after replacing the

GRP, refixing the liner and ERC

after applying grease supplied by

Railways. GRP will be issued at

SSE/stores/depot including

transport--t-tation to the site with

all contractors labour, tools, plants

etc., complete duly ensuring that

minimum 1 to 15 sleepers are to be

tackled at a time and as directed by

Engineer-in-charge.

0 113645 0 113645 1.60 Sleeper 181832

Total 2586662

(+)189% (Plus One Hundred and Eighty Nine Percent Only) 4888790

Total of Schedule - B 7475452

13

Schedule - C

1 180104

01

Transportation of rails/Switches/

crossings /SEJ rails/glued joints of

any rail section with or without

fittings by road vehicles to

destination and stacking the

transported material in correct

position on level ground including

crossing of track where ever

necessary with all contractors

labour, tools plants including all

lead and lift complete and as

directed by Engineer in charge at

site. Note:- 1. Lead will be

considered along the track for

payment. 2. The rate is exclusive

of loading and unloading charges.

3. The quantities of material

indicated below item are tentative.

The contractor has execute any

variation upto 25% over the

cumulative quantities of item put

together and payment will be made

accordingly upto 25% of variation

as per the recent amendament.

Cumulative quantity of items put

together.Lead upto 10Km

200 1120 0 1320 9.90 MTKM 13068

2 180104

02

Transportation of rails/Switches/

crossings / SEJ rails/glued joints of

any rail section with or without

fittings by road vehicles to

destination and stacking the

transported material in correct

position on level ground including





directed by Engineer in charge at

site. Note:- 1. Lead will be

considered along the track for

payment. 2. The rate is exclusive

of loading and unloading charges.

3. The quantities of material




cumulative quantities of item put

together and payment will be made

accordingly upto 25% of variation

as per the recent amendament.

Cumulative quantity of items put

together. Lead above 10km and

upto 50km

500 5600 0 6100 4.70 MTKM 28670

14

3 180105

01

Transportation of sleepers and

Pway fittings of any type by road

lorry to the destination and

stacking the same including





directed by the Engineer in charge

at site. Note: 1. Lead will be

considered along the track/road

(shortest route) for payment. 2.

The quantities of material




cumulative quantities of below

items put together and payment

will be made accordingly upto

25% of variation as per the recent

amendament. Cumulative quantity

of items put together.Lead upto

10Km

0 380 0 380 10.10 MTKM 3838

4 180105

02






















of items put together. Lead above

10km and upto 50km

0 1900 0 1900 4.10 MTKM 7790

5 180105

03









directed by the Engineer in charge at site. Note: 1. Lead will be


0 3800 0 3800 3.20 MTKM 12160

15












50km and upto 100km

6 180105

04























100km to 200km.

0 7600 0 7600 2.40 MTKM 18240

7 180105

05




















25% of variation as per the recent amendament. Cumulative quantity


0 15200 0 15200 1.60 MTKM 24320

16

200km to 400km

8 180105

06























400km to 600km

0 22800 0 22800 1.40 MTKM 31920

Total

140006

(+)189% (Plus One Hundred and Eighty Nine Percent Only) 264611

Total of Schedule - C 404617

Schedule - D

1 NS Removing the jammed elastic rail

clips duly applying rust removal

solution or heating the existing

jammed ERCs with MCI inserts

with contractor‟s rust removal

solution/kerosene oil/ run pressure

tank of LP gas/petrol/diesel etc,

and removing the ERCs with out

breaking/damaging of PSC

sleepers/MCI inserts and applying

the approved quality of

contractor‟s own grease „O‟

graphite confirming to IS 408,

using contractors labour tools

machinery, including with all lead

and lift and crossing of the track

etc complete as per the

specifications and as directed by

the Engineer in charge.

2400 7122 0 9522 17.16 Each

clip

163398

17

2 NS Removing & refixing of guard

rails over slab bridges during

machine packing with all

contractor‟s men & materials duly

removing fittings using Railway

box spanners, plants, leading upto

bridge approaches, lifting,

dragging, positioning and crossing

of track etc. and as directed by the

Engineer in-charge.

200 0 0 200 31.07 TRM 6214

3 NS Removing of existing check rails,

opening of LC gate and check rail,

and closing of LC gate & fixing of

check rails with contractor's own

labour, tools, equipment with all

lead and lift and crossing of the

track etc. complete as per the

specifications and as directed by

the engineer in charge at site. (in

connection with machine

tamping)

120 0 0 120 280.92 TRM 33710

4 NS Cutting of rails 90R/52Kg/60Kg

with oxygen and acetylene gas

using contractor labour, tools, gas

cutting equipment materials

including leading lifting,

positioning of the rails to facilitate

cutting complete and crossing of

tracks as directed by Engineer-in-

charge at site. The gas cutting has

to carried out either CESS or IN

SITU

240 100 0 340 75.87 Each

cut

25796

5 NS Cutting of 60/52kg (90/72 UTS)

rails in-situ true to square under

running traffic condition with rail

cutting machine using abrasive rail

cutting discs with all contractors

labour, tools, machinery,

consumables like discs, petrol, 2T

oil, all lead lift, turning of rail,

supporting of rail on wooden

blocks, transportation to site

handling at site etc,. Complete and

as directed by engineer-in-charge.

Note: 1) Only RDSO/LKO

approved rail cutting machine and

abrasive discs should be used. The

work should be carried out any

where in GNT Division. No extra

will be paid for transportation of

machinery/ manpower. 2) In case

if the work is stopped due to any

reason, no compensation shall be

paid to the contractor. 3) The

contractor should depute atleast 1 skilled labour and 2 semi skilled

labour per one machine every day.

200 570 0 770 401.31 Each

Cut

309009

18

4) Wooden blocks shall be issued

at SE/P.Way stores. The same has

to be transported to site by

contractor at his own cost.

6 NS Cutting of 60/52Kg (90/72 UTS)

rails on cess true to square with

rail cutting machine using abrasive

rail cutting discs with all

contractor‟s labour, tools,

machinery, consumables like

discs, petrol, 2T oil, all lead, lift,

turning of rails, supporting of rail

on wooden blocks, transportation

to site, handling at site etc,.

Complete and as directed by the

engineer-in-charge. Note: 1) Only

RDSO approved rail cutting

machine and abrasive discs should

be used. The work should be

carried out any where in GNT

Division. No extra will be paid for

transportation of machinery/

manpower. 2) In case if the work

is stopped due to any reason, no

compensation shall be paid to the

contractor. 3) The contractor

should depute at least 1 skilled

labour and 2 semi – skilled labour

per one machine everyday. 4)

Wooden blocks shall be issued at

SE/P.Way stores. The same has to

be transported to site by contractor

at his own cost.

120 100 0 220 316.25 Each

Cut

69575

7 NS Carrying out pre-block, during

block and after block operations of

deep screening with BCM i.e. (i)

Attention of BCM Machine for

cleaning, oiling & fueling, helping

the fitter for attending repairs (ii)

Supply of Oxygen and LPG gas

along with required personnel for

gas cutting to attend BCM repairs

and track repairs (in case of

buckling of track), Removal of

obstacles/infringements during

BCM screening (iii) Pre block

operations like removal of fish

plates, wooden blocks, renewal of

unserviceable sleepers, ensuring of

100% fittings, transfer of ballast

from shoulders into the screening

zone (iv) Post block operations

like re-fixing of fishplates, wooden

blocks, squaring of sleepers,

ensuring 100% fittings, regulation of ballast, one round of Kutcha

packing in order to pass the trains

24310 0 0 24310 11.00 TRM 267410

19

at non stop speed of 20KMPH (v)

Any miscellaneous works like

loading, unloading of released fish

plates, any other during the traffic

block of 2 ½ to 3 hours by BCM

Machine with all contractor

materials, labour, tools and plant

including lead & lift etc., as

directed by engineering in charge.

Note: 1.Contractor should engage

at least 30 men every day 2.

Contractor should engage gas

cutting equipment and gas cutter

etc on all days, 3. If the contractor

does not arrange labour/gas cutting

equipment with gas cutter, a

penalty of Rs.5000/- will be levied

per day. 4. Railway will arrange

necessary block of 2 1/2 hours to 3

hrs for BCM working for about 3

to 4 days in a week. However, if

the block is not arranged or

cancelled due to operational

reasons/repairs of BCM no extra

payment/ claim shall be

entertained.

8 NS Shifting and erecting of set of

engineering indication boards like

caution board, speed boards, T/P,

T/G etc., at caution order locations

including transporting/ leading of

indication boards along with

supporting posts, excavation of

pits on formation for fixing of

supporting posts with all

contractor's labour, tools, all lead

ranging from 500 metres to 3

kms., lift, crossing of tracks etc.,


engineer - in - charge at site. Note:

The contractor has to arrange

minimum 1 skilled labour along

with 5 un - skilled labour with

required tools per each shift. The

unit " Per one shift " means

shifting of one set of engineering

indicators ( One set means - One

set of - Caution board, speed

board, T/P & T/G boards in both

directions of traffic ) from one

place to other. The contractor

should ensure safety of his staff

since they are to work in close

vicinity of track.

24 20 0 44 1483 per

one

shift

65252

20

9 NS Removal of joggled/ordinary fish

plates existing in track before line

block of CSM/BCM and refixing

of the same immediately after the

block duly lubricating with

railways grease with all

contractor's labour, tools, plant, all

lead, lift, crossing of tracks etc.,


engineer - in - charge. Note: a.The

contractor has to deploy sufficient

no. of men. b. This Work has to

be done well before line block and

after line block under running

traffic conditions. Hence 2 no. of

lookout men are to be arranged by

the contractor. c. Grease required

for the work will be issued at

SE/P.way stores. Contractor has to

transport the same to work spot at

his own cost. d. Rate is for

removing and refixing of one set

of joggled/ordinary fish plates

duly lubricating.

2431 0 0 2431 20.32 One

set of

fish

plates

49398

10 NS Extra over SSR/P.WAY item no.

18060200 - Welding of rail joints

work for using contractor's

consumables ( As per stipulated

specifications ) required for

alumino thermic welding by SKV

process like petrol, magnasite

powder and sodium silicate ( For

crusible charge ), drum vapouriser,

bent pipe/Goose neck, ready

mixed bituminous black paint

confirming to IS 9862 - 1981 etc.,

and clearing the site free of left

over /released fittings at site with

all contractor's procurement/

purchase, transport, all lead, lift,

crossing of tracks, labour etc.,


engineer- in - charge. Note :- 1.

About 1.85 litres of petrol will be

required for each joint. 2. The

material should be of approved

quality and samples of materials to

be submitted to engineer - in -

charge for approval and on

approval only the required

quantity is to be supplied. 3. The

material should be supplied at site

of work in piece meal as directed

by the engineer-in-charge. 4.

Released fittings means all P.way materials released in connection

with welding of rail joints under

150 570 0 720 332.50 One

weld

joint

239400

21

item of Sch ' A ' including rails,

rails beyond 6.0 metres length

should be handed over to sectional

PWI at nearest yard. All other

fittings including rails upto 6.0

metres length are to be transported

and handed over at incharge PWI

stores depot at his head quarters.

11 NS Boxing and sectioning of ballast in

plan track LWR, CWR track

including if any over the ballast

and on cess duly filling the ballast

wherever deficiency notice in cribs

and shoulders by leading, the

excess ballast on cess and between

track (lead to a maximum of 100m

including crossing of tracks if

necessary) extra ballast on outside

of curve and completing the

profile same as per IRPWM

reprinted in 2004 para No.263 and

Annexure 2/11 and as directed by

the Engineer-in-charge at site

complete. (All labour tools,

consumables etc., will be supplied

by the contractors at his own cost).

Note:1.The contractor has to clear

the ballast around rails upto the

foot of the rails to make ERCs

visible on both the sides of rails

and to clear the ballast over the

sleepers. 2. Boxing should not be

operated at locations operated

under item i.e “Picking up slacks

at the approaches”

24310 0 0 24310 10.93 TRM 265708

12 NS Fabricating and fixing of check

rails 52kg/90R on PSC sleepers as

per drawing no.RDSO/T/4916

including cutting the bottom

flange, drilling holes in the web

and bending the check rail ends to

required shape, supplying and

fixing M.S bolts and nuts with

railways packing plates and

railways MS check rail brackets

including fixing plate screws using

contractor's double coil spring

washer as per stipulated drawing

with all contractor's labour,

equipment, tools, consumables

with all lead, lift etc., complete as

per specifications and as directed

by the engineer - in - charge. Note: The cost of brackets and packing

plates are not included in this item.

45 0 0 45 413.93 TRM

( Both

LH +

RH

check

rails )

18627

22

These are to be supplied by the

contractor for which payment will

be made under relavent item.

Total 1513496

At Par 0

Total of Schedule - D 1513496

Schedule - E

1 NS Painting of in service rails/weld

collars with two coats by brush

after surface preparation ( Surface

preparation is to be done with

contracotr's mechanical equipment

which includes generator with

consumables and power driven

scraper ) with contractor's paint

anti - corrossive bituminous black

confirming to IS : 9862- 1981, to a

thickness of 100 microns per coat

on gauge face side and non - gauge face of both rails (I.e., web

and flanges only.) excluding rail

head , bottom surface of rail for

both the rails including surface

surface preparation and painting of

ERC's, liners and outer surface of

inserts for sleeper density of 1540

nos/KM in PSC sleepers and 52

kg. rails with all contractor's

labour, brushes, tools, paint,

transportation with all lead and lift

including surface preparation and

painting of rails as per the special

conditions of contract given in

schedule for painting of rails and

as specified including crossing of

tracks, handling of rails as directed

by the engineer - in - charge.

Note: 1)In case of 1660 nos. of

PSC sleeeprs per KM an extra rate

of 2.23% over the above quoted

rate will be paid to the

contractor.2) In case of 1340 nos.

of PSC sleepers per Km the above

rate shall be reduced by 3.72 %. 3)

In case of 60 kg. rails an extra rate

of 11.15% over the above quoted

rate will be paid to the contractor.

4) The IRS/IS specifications

mentioned above shall be followed

with reference to the latest

corrections/additions. 5) 50%

0 0 76800 76800 49.54 TRM 3804672

23

payment will be paid after

completion of 1 st coat of painting.

6) The entire work should be

carried out as per the directions

contained in RDSO/LKO's letter

no. CT/ACP of 24.02.06/ 01.03.06

and PCE/SC's lr.no. W.501/17/

Vol.VII of 08.04.2004. Copies of

the same can be seen in DRM/

Works/Guntur. 7) TRM means

both LH + RH rails per metre

length. 8) In case of 90R rails the

rate payable shall be reduced by

15% per TRM irrespective sleeper

density.

Total 3804672

(-)9% (Minus Nine Percent Only) -342420

Total of Schedule - E 3462252

south central railway no 190… · 2 22.09.2017), the contract shall be terminated duly forfeiting...

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