74066 LOA Sch - swr.indianrailways.gov.in LO… · South WesternRailway(Construction) Annexure -I LOA No. W496/RMMS/139 Date : 05/01/2016 of UCC Code :74066 Name of Work : Ramanagarm

South Western Railway (Construction)

Annexure -I

LOA No. W496/RMMS/139 Date : 05/01/2016 of UCC Code :74066

Name of Work :

Ramanagarm ‐Mysore doubling ‐ Construction of platform for the proposed UP & DN line at Srirangapatna, RUBat Srirangapatna for the proposed lines and left over miscellaneous works between Pandavapura and Naganahalli Stations, MNGT and by‐pass lines.

Name of the Contractor : S0621 ‐ SONNE GOWDA

ABSTRACT

Sl. No.

Departmental Value asper Tender

Contractor % ScheduleTotal

Schedule

Description

1

A

Items of works covered by SWR 2011 2,35,02,400.85 0% 2,35,02,400.85

2

B

Items of works pertains to Earthwork 8,45,025.20 Indv. Rate 8,45,025.20

3

C

Items of works pertains to Supply of Cement

1,30,01,100.00 Indv. Rate 1,30,01,100.00

4

D

Items of works pertains to Concrete works

61,11,000.00 Indv. Rate 61,11,000.00

5

E

Items of works pertains to Supply of Steel

84,59,896.50 Indv. Rate 84,59,896.50

6

F

Items of works Blanketting of formation

7,20,000.00 Indv. Rate 7,20,000.00

7

I

Items of Track works 32,02,074.00 Indv. Rate 32,02,074.00

8

J

Items of miscellaneous works 2,25,94,325.00 Indv. Rate 2,25,94,325.00

9

K

Items of miscellaneous works 1,33,950.00 Indv. Rate 1,33,950.00

Total Value : 7,85,69,771.55

Discount 0 % 0.00

7,85,69,771.55

Net Value :

( Rupees Seven Crore Eighty Five Lakh Sixty Nine Thousand Seven Hundred and Seventy One ONLY)

1

SOUTH WESTERN RAILWAY (CONSTRUCTION)

Annexure - II

Schedule of Items LOA No. W496/RMMS/139 Date 05/01/2016 of UCC 74066

Tender Ref No :-

RMMS/139

Notice Date :-

Original LOA Schedule

14/09/2015

Project : 15534 ‐ RAMANAGARAM‐MYS (91.50 KM ) WITH

Dept : ENGINEERING

Name of the Work :Ramanagarm ‐Mysore doubling ‐ Construction of platform for the proposed UP & DN line at Srirangapatna, RUB atSrirangapatna for the proposed lines and left over miscellaneous works between Pandavapura and Naganahalli Stations,MNGT and by‐pass lines.


DETAILS OF ITEMS

Jurisdiction : USSOR 2011 ITEMS

Schedule 'A'

Rate

Amount

Sl. No.

Description of Items Quantity

Unit

USSOR/ Sys.code

1

013120

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 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 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 railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract

8180.00

112.10

1 CUM 9,16,978.00

( Rupees One Hundred and Twelve And Paise Ten )

Contractor's % : 0 Discount : 0

2

013130

Extra for mechanical compaction of earth/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 incl. 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

8180.00

11.37

1 CUM 93,006.60

( Rupees Eleven And Paise Thirty Seven )


2


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

3

031012

Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering ‐ All works upto Plinth level : : 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)

1200.00

1,869.47

1 CUM 22,43,364.00

( Rupees One Thousand Eight Hundred and Sixty Nine And Paise Forty Seven )


4

032032

Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site) : in ash pit stones, platform coping stones etc.

135.00

2,968.26

1 CUM 4,00,715.10

( Rupees Two Thousand Nine Hundred and Sixty Eight And Paise Twenty Six )


5

043015

Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. : In slabs for drain covers, manhole covers, flue tops etc.

10.00

3,030.35

1 CUM 30,303.50

( Rupees Three Thousand Thirty And Paise Thirty Five )


6

043019

Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine

300.00

5,419.65

1 CUM 16,25,895.00

( Rupees Five Thousand Four Hundred and Nineteen And Paise Sixty Five )


3


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. : In blocks of complicated design such as C blocks of cabins, Platform walls etc.

7

061013

Random rubble masonry with hard stone in foundation and plinth including levelling up with concrete as per specifications, upto plinth level with : : Cement mortar 1:6 (1cement: 6coarse sand)

750.00

2,023.44

1 CUM 15,17,580.00

( Rupees Two Thousand Twenty Three And Paise Forty Four )


8

061020

Extra for random rubble masonry with hard stone in superstructure above plinth level up to floor two level, including levelling up with concrete as per specifications, at window sills, ceiling level and the like

400.00

502.71

1 CUM 2,01,084.00

( Rupees Five Hundred and Two And Paise Seventy One )


9

081031

Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete ‐ upto 6m height above GL. Note for Item 081030 : Purlins and wind bracings shall be paid separately under item 81010. Note for Items 081011, 081021 & 081022 : These rates are not to be paid for ironwork with rails, which should be paid under each item separately. : In RSJ, tees, angles and channels

45000.00

61.73

1 KG 27,77,850.00

( Rupees Sixty One And Paise Seventy Three )


4


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

10

081032

Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete ‐ upto 6m height above GL. Note for Item 081030 : Purlins and wind bracings shall be paid separately under item 81010. Note for Items 081011, 081021 & 081022 : These rates are not to be paid for ironwork with rails, which should be paid under each item separately. : In flats, plates , round or square bars

5000.00

61.71

1 KG 3,08,550.00

( Rupees Sixty One And Paise Seventy One )


11

081140

Supplying and fixing lewis/ holding down bolts of approved design with nuts and washers complete

3600.00

63.54

1 KG 2,28,744.00

( Rupees Sixty Three And Paise Fifty Four )


12

092062

Providing and laying plain cement concrete flooring of specified thickness with mix design concrete over firm, well prepared and well compacted bed including provision of designed expansion joint & finishing manually or mechanical trowel ling & vacuum dewatering complete. Expansion joint to be paid for separately. : M‐25

990.00

2,885.17

1 CUM 28,56,318.30

( Rupees Two Thousand Eight Hundred and Eighty Five And Paise Seventeen )


13

098023

Supplying and laying interlocking pre‐cast CC block pavers of approved design factory manufactured of specified grade cement concrete on passenger platform, foot paths, circulating area, etc, including setting in position over 25mm thick bedding layer of find sand, filling the joints with fine sand, levelling including compaction as per IS 15658. : 120mm thick blocks of M40 grade for heavy traffic

500.00

995.03

1 SQM 4,97,515.00

( Rupees Nine Hundred and Ninety Five And Paise Three )


5


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

14

114041

Pointing on stone work with cement mortar 1:3 (1cement: 3fine sand) : Flush/ Ruled pointing

600.00

84.82

1 SQM 50,892.00

( Rupees Eighty Four And Paise Eighty Two )


15

131141

Providing and fixing medium grade G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the wall etc. Concealed pipe including painting with anti corrosive bitumestic paint, cutting chase and making good the wall : 15 mm dia. nominal bore

25.00

189.51

1 METRE

4,737.75

( Rupees One Hundred and Eighty Nine And Paise Fifty One )


16

131143

Providing and fixing medium grade G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the wall etc. Concealed pipe including painting with anti corrosive bitumestic paint, cutting chase and making good the wall : 25 mm dia. nominal bore

50.00

262.97

1 METRE

13,148.50

( Rupees Two Hundred and Sixty Two And Paise Ninety Seven )


17

131153

Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work : 25 mm dia. nominal bore

1100.00

202.65

1 METRE

2,22,915.00

( Rupees Two Hundred and Two And Paise Sixty Five )


18

131156

Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work : 50 mm dia. nominal bore

100.00

326.49

1 METRE

32,649.00

( Rupees Three Hundred and Twenty Six And Paise Forty Nine )


19

132011

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore

10.00

148.74

1 EACH 1,487.40

( Rupees One Hundred and Forty Eight And Paise Seventy Four )


20

132021

Providing and fixing brass stop cock of approved quality : 15 mm nominal bore

2.00

160.01

1 EACH 320.02

( Rupees One Hundred and Sixty And Paise One )


6


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

21

132034

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore

2.00

1,128.11

1 EACH 2,256.22

( Rupees One Thousand One Hundred and Twenty Eight And Paise Eleven )


22

136020

Constructing masonry Chamber 60x60x75 cm, inside with 7.5 class designation brick work with FPS Bricks in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter and 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design

20.00

2,784.88

1 EACH 55,697.60

( Rupees Two Thousand Seven Hundred and Eighty Four And Paise Eighty Eight )


23

138044

Hoisting, fitting and fixing in position plastic moulded water storage tank including making connection of intake, delivery, outlet and overflow .pipes etc. with all lead and lift upto all stories. Cost of tanks/fittings to be paid separately : 2000 ltr capacity tank

2.00

1,757.23

1 EACH 3,514.46

( Rupees One Thousand Seven Hundred and Fifty Seven And Paise Twenty Three )


24

142035

Providing and laying non‐pressure NP3 class (medium duty ) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete up to 800mm : 600mm dia. R.C.C. pipe

25.00

1,807.41

1 METRE

45,185.25

( Rupees One Thousand Eight Hundred and Seven And Paise Forty One )


7


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

25

161010

Trenching in ordinary soil upto a depth of 60cm including removal and stacking of un‐serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). (Additional lead, if any will be paid as per rates in the Earth work Chapter)

800.00

85.19

1 CUM 68,152.00

( Rupees Eighty Five And Paise Nineteen )


26

161484

Maintenance of lawn, shrubs, hedge, trees etc. including watering, trimming, manuring, spraying insecticide and guarding as required. This includes supply of labour, tools & plants including materials : Tree

21000.00

24.03

1 EACH/MONTH

5,04,630.00

( Rupees Twenty Four And Paise Three )


27

162080

Delonix regia (Gulmohar) of height 135‐150 cm in big each polybag of size 25‐30cm

500.00

40.88

1 EACH 20,440.00

( Rupees Forty And Paise Eighty Eight )


28

162096

Grevillea robusta (Silver Oak) of height 150‐165cm in big polybag of size 30‐35 cm

3000.00

41.81

1 EACH 1,25,430.00

( Rupees Forty One And Paise Eighty One )


29

192011

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 material, back filling in layers with approved material 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

2700.00

182.73

1 CUM 4,93,371.00

( Rupees One Hundred and Eighty Two And Paise Seventy Three )


8


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

drawing and technical specification as directed by Engineer in charge : All kinds of soils

30

192012

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 material, back filling in layers with approved material 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 : Ordinary rock

1000.00

237.64

1 CUM 2,37,640.00

( Rupees Two Hundred and Thirty Seven And Paise Sixty Four )


31

192014

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 material, back filling in layers with approved material 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 : Hard rock ( blasting prohibited )

500.00

451.19

1 CUM 2,25,595.00

( Rupees Four Hundred and Fifty One And Paise Nineteen )


32

221060

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 (Filter

450.00

1,667.43

1 CUM 7,50,343.50

( Rupees One Thousand Six Hundred and Sixty Seven And Paise Forty Three )


9


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

media to be paid separately under the relevant item)

33

222240

Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white back ground with all labour, tools, cement, paint etc.with all lead and lifts

10.00

536.26

1 EACH 5,362.60

( Rupees Five Hundred and Thirty Six And Paise Twenty Six )


34

222290

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. Payment for boulder / cobbles will be done extra.

700.00

178.76

1 CUM 1,25,132.00

( Rupees One Hundred and Seventy Eight And Paise Seventy Six )


35

231010

Preparation of subgrade by excavating earth upto 22.5cm depth, dressing to camber and consolidating with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and disposal of surplus earth with lead upto 50 metres

4500.00

49.66

1 SQM 2,23,470.00

( Rupees Forty Nine And Paise Sixty Six )


36

231020

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and re‐rolling the subgrade

4500.00

1.31

1 SQM 5,895.00

( Rupees One And Paise Thirty One )


10


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

37

231041

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. : Sub‐base with stone aggregate 90mm to 45mm including stone screening 13.2mm size

900.00

1,094.75

1 CUM 9,85,275.00

( Rupees One Thousand Ninety Four And Paise Seventy Five )


38

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

1125.00

1,215.82

1 CUM 13,67,797.50

( Rupees One Thousand Two Hundred and Fifteen And Paise Eighty Two )


39

233011

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 W.B.M. @ 0.4kg/ sqm

4500.00

19.49

1 SQM 87,705.00

( Rupees Nineteen And Paise Forty Nine )


40

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

4500.00

13.86

1 SQM 62,370.00

( Rupees Thirteen And Paise Eighty Six )


11


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

41

238012

Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base / binding course, mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material and laying with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per specifications, to achieve the desired density, but excluding the cost of primer / tack coat : 75mm average compacted thickness with bitumen of 60/70 grade @ 3.5% by weight of total mix

4500.00

428.24

1 SQM 19,27,080.00

( Rupees Four Hundred and Twenty Eight And Paise Twenty Four )


42

238021

Providing and laying Dense Bituminous concrete on prepared surface with specified graded stone aggregate for wearing course, mixing of bitumen, filler & stone aggregate in hot mix plant, transporting the mixed material and laying with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per specification, to achieve the desired density and compaction but excluding cost of primer / tack coat : 40 mm / 50mm compacted thickness with bitumen of grade 60/70 @ 6.5% and lime @ 3% by weight of total mix

225.00

7,609.43

1 CUM 17,12,121.75

( Rupees Seven Thousand Six Hundred and Nine And Paise Forty Three )


43

252390

Stone Boulder Weighing minimum 35 Kg Each

700.00

455.40

1 CUM 3,18,780.00

( Rupees Four Hundred and Fifty Five And Paise Forty )


44

255030

Stone chippings / screenings 4.75 mm nominal size

50.00

1,120.10

1 CUM 56,005.00

( Rupees One Thousand One Hundred and Twenty And Paise Ten )


12


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

45

257050

Polyethylene Vinyl Chloride water storage tank with cover and suitable locking arrangement

4000.00

14.95

1 LITRE 59,800.00

( Rupees Fourteen And Paise Ninety Five )


46

195041

Drilling 32 mm dia holes for jacketing

120.00

72.08

1 METRE

8,649.60

( Rupees Seventy Two And Paise Eight )


47

195042

Inserting of dowel bars of specified dia. (cost of rods to be paid extra)

120.00

5.41

1 METRE

649.20

( Rupees Five And Paise Forty One )


2,35,02,400.85

(No. of Items 47 ONLY)

Schedule A Departmental Value :

0.00

2,35,02,400.85

Schedule A Total :

Rupees in Words ( Rupees Two Crore Thirty Five Lakh Two Thousand Four Hundred And Paise Eighty Five ONLY )

Chief Administrative Officer South Western Railway 18, Millers Road BANGLORE ‐ 560 046

Signature of Agency Date :

Agency Adress: YALAVARA VILLAGE KAMADENAHALLI (P.O.) KOLAR TQ. & TEHSIL BANSI

13


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING



DETAILS OF ITEMS

Jurisdiction : VETTED ITEMS

Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

EW2‐101

Earthwork in cutting in all soils: Earthwork for excavation in cuttings for all kinds of soils in connection with making formation/side drains/catch water drains/bridges/trolley refuges etc., as per required cross section, L‐section & profile including removing all trees, bushes, debris, constructions, etc., from the site with contractor`s equipment, machinery, labour, consumables etc.,as per technical specifications & special conditions, including removing cut spoils and taking to embankment/outside railway land so as to clear the site with all leads & lifts, as directed by Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only. ii) The term 'all soils' mentioned above include loose soil, ordinary soil (workable with spade), hard soil including stiff clay, moorum, shingle, soft laterite etc., requiring close application of picks to loosen and small boulders measuring not more than 300 mm in any direction. (iii) No extra payment for lead etc., is admisible. (iv) Only 75 percent payment for the quantity executed is payable in a particular bill initially. 15 percent of the balance amount shall be released after the L section and profile are perfectly reached and handed over to Railways. Remaining 10 percent shall be released only after the formation in the full block section or identified

4800.00

61.20

1 CUM 2,84,947.20

( Rupees Sixty One And Paise Twenty )

Contractor's % : ‐3 Discount : 0

14


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

length is completed in all respects and handed over.

2

EW2‐102

Earthwork in cutting in Soft Rock : Earthwork for excavation in cuttings in soft rock strata comprising disintegrated rocks of lime stone, sand stone, hard laterite etc., removable without blasting in connection with making formation/side drains/catch water drains/ bridges/trolley refuges etc., as per required cross section, L‐section & profile including removing all trees, bushes, debris, constructions, etc., from the site with contractor`s equipment, machinery, labour, comsumables etc.,as per technical specifications & special conditions, including removing cut spoils and taking to embankment/outside railway land so as to clear the site with all leads & lifts, as directed by Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only. ii) Soft rock means rock which does not require blasting and which can be excavated by continuous operation of excavators/picks/bars etc. (iii) No extra payment for lead etc., is admisible. (iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15 percent of the balance amount shall be released after the L section and profile are perfectly reached and the formation is handed over to Railways. Remaining 10 percent shall be released only after the formation in the full block section or identified length is completed in all respects and handed over.

2500.00

78.00

1 CUM 1,89,150.00

( Rupees Seventy Eight )


15


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

3

EW2‐104

Earthwork in cutting in Hard Rock requiring controlled blasting or other means Earthwork for excavation in cuttings in hard rock strata using explosives or chemicals, jack hammers or any other advance methods from authorised manufacturers/ license holders, in controlled manner, in connection with making formation/ side drains/catch water drains/bridges/trolley refuges etc., as per required cross section, L‐section & profile including removing all trees, bushes, debris, constructions, etc., from the site with contractors equipment, machinery, labour, comsumables etc.,as per technical specifications & special conditions, including removing cut spoils and taking to embankment / outside railway land so as to clear the the site with all leads & lifts, as directed by Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only. ii) Hard rock requiring controlled blasting means rock which cannot be excavated by excavators/ picks/ bars etc. and which require controlled blasting duly providing protection measures for properties around or which require use of chemicals or other means to loosen the rock. (iii) No extra payment for lead etc., is admisible. (iv) Only 75% payment for the quantity executed in a particular bill is payable initially. 15% of the balance amount shall be released after the L section and profile are perfectly reached and the formation is handed over to Railways. Remaining 10% shall be released only after the formation in the full block section or identified length is

800.00

478.00

1 CUM 3,70,928.00

( Rupees Four Hundred and Seventy Eight )


16


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

completed in all respects and handed over. (v)This item shall be operated with specific prior approval of CE (construction) for works requiring blasting near inhabited area/ residential houses within town/ village limits where open blasting is not permitted by the revenue / local authorities.

8,45,025.20


Schedule B Departmental Value :

0.00

8,45,025.20

Schedule B Total :

Rupees in Words ( Rupees Eight Lakh Forty Five Thousand Twenty Five And Paise Twenty ONLY )



Agency Adress: YALAVARA VILLAGE KAMADENAHALLI (P.O.) KOLAR TQ.

17


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING



DETAILS OF ITEMS


Schedule 'C'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

CE1‐01A

Supply of Ordinary Portland cement of 43 / 53 grade conforming to IS 8112 / IS 12269 (upto date)and/or Portland Pozzolana Cement conforming to IS/1489 (upto date), at site of work to the extent of the quantities required for various items of works in schedule items including all cost of loading, unloading,leading, transporting, stacking, storing including making proper storage arrangements and all consumables, machinery, vehicles, labour etc., complete and as directed by the Engineer‐in‐charge. (a) Ordinary Portland Cement (43/53 Grade) NOTE :1) Use of Portland Pozzolona cement shall be restricted strictly to the permitted construction items only. Pozzolana cement shall not be used in PSC construction. 2) Admixtures such as super plasticizers will be permitted based on specific designs for permitted construction items with the approval of the DY.Chief Engineer‐in‐charge. However, admixtures proposed shall be supplied free of cost by the Contractor and no compensation will be payable. 3. 33 Grade cement shall not be used in railway construction works.

2050.00

6,342.00

1 T 1,30,01,100.00

( Rupees Six Thousand Three Hundred and Forty Two )


18


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'C'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1,30,01,100.00


Schedule C Departmental Value :

0.00

1,30,01,100.00

Schedule C Total :

Rupees in Words ( Rupees One Crore Thirty Lakh One Thousand One Hundred And Paise Thirteen ONLY )




19


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING

Name of the Work :Ramanagarm ‐Mysore doubling ‐ Construction of platform for the proposed UP & DN line at Srirangapatna, RUB atSrirangapatna for the proposed lines and left over miscellaneous works between Pandavapura and Naganahalli Stations, MNGT and by‐pass lines.


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

BRPC1

Plain Cement Concrete (M15 to M30 design mix) Cast‐in‐situ work (cement will be paid separately) with Contractors all materials including 40mm or below graded hard crushed stone aggregate, sand, admixture, water, etc., of approved quality in foundations, abutments, piers, wing walls, return walls etc., of bridges and other structures as required, including fixing and removal of contractors shutter/ form work/ supports, vibrating/compacting, providing weep holes with contractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approved expansion joints with necessary materials as per design/drawings, curing of concrete, pumping/bailing out of water wherever necessary with Contractors own pump, power, fuel etc;, finishing the surfaces wherever required, etc., complete, with all lead, lift, transport, consumables, labour, tools and plant, materials, etc., as per approved drawings/specification /conditions and as directed by the Engineer‐in‐charge. NOTES: (1) Single rate will apply for all mixes (M15,M20,M25 and M30) irrespective of proportion of materials used (per cubic metre ( cum) of concrete).(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other relevant specifications as

1800.00

2,500.00

1 CUM 43,65,000.00

( Rupees Two Thousand Five Hundred )


20


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

prescribed. Weigh batching is mandatory for all PCC, RCC and PSC works. (3) Rates shall include all materials, operations, etc., complete except for Cement, which will be paid for separately. Steels including fabrication, if used, and excavations for foundations will be paid under relevant SSR or other schedules separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCC girders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.(6) Admixtures as required/ as per designs shall be arranged by the Contractor at his cost.(7) All material and concrete tests as required shall be arranged by the contractor at his cost.(8) Rate includes placing of concrete in position for all heights by manual/concrete pump/crane etc.,

2

BRPC2

Plain Cement Concrete (M15 to M30 design mix) Cast‐in‐situ work (cement will be paid separately) with Contractors all materials including 20mm/12.5mm graded hard crushed stone aggregate, sand, admixture, water, etc., of approved quality in bed blocks, wearing coat, coping, ballast walls etc. of bridges and other structures as required, including fixing and removal of contractors shutter/form work/ supports, vibrating/compacting, providing weep holes with contractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approved expansion joints with necessary materials as per design/drawings, curing of concrete, pumping/ bailing out of water

100.00

2,600.00

1 CUM 2,52,200.00

( Rupees Two Thousand Six Hundred )


21


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

wherever necessary with Contractors own pump, power, fueletc;, finishing the surfaces wherever required, etc., complete, with all lead, lift, transport, consumables, labour, tools and plant, materials, etc., as per approved drawings/specification / conditions and as directed by the Engineer‐in‐charge. NOTES: (1) Single rate will apply for all mixes (M15,M20,M25 and M30) irrespective of proportion of materials used (per cubic metre (cum) of concrete)(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other relevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC works.(3) Rates shall include all materials, operations, etc., complete except for Cement, which will be paid for separately. Steels including fabrication, if used, and excavations for foundations will be paid under relevant SSR or other schedules separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCC girders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.(6) Admixtures as required/ as per designs shall be arranged by the Contractor at his cost.(7) All material and concrete tests as required shall be arranged by the contractor at his cost.(8) Rate includes placing of concrete in position for all heights by

22


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

manual/concrete pump/crane etc.,

3

BRRC1

Reinforced Cement Concrete (M20 to M40 design mix) work (Cement & Steel will be paid separately),with Contractors all materials including 20mm graded hard crushed stone aggregate, sand, admixture, water etc., of approved quality in foundations including below ground level, abutments, piers, pile caps, bed blocks, trestle beams, girders, pedestals, retaining walls, boxes/slabs for flat top bridges, deck slabs, girders, kerb walls, diaphrams, cross frames etc., on girder bridges and other structures of any design/shape as required, above or below ground level of any size and shape, including fixing and removal of contractors shutters/form work/ supports, vibrating/compacting, and providing weep holes with AC pipes 75mm to 100mm dia and normal/approved expansion joints with necessary materials as per designs/drawings wherever necessary, curing of concrete, pumping/bailing out of water wherever necessary with Contractors own pump, power, fuel etc., finishing the surfaces wherever required etc., complete and including handling, uncoiling, cutting, bending, cranking, tying M.S./Tor Rods/wires/other steel to form reinforcement with Contractors galvanizsed binding wire of size 18/20 SWG(0.90mm) to IS280, etc., fixing in position reinforcement gauge complete as required with all lead, lift, transport, materials, consumables, labour, tools and plant, etc., and including 2 coats of cement painting as per approved drawings/specifications/ conditions and as directed by the Engineer‐in‐charge. Plant produced Ready‐mix concrete shall be used

400.00

3,600.00

1 CUM 13,96,800.00

( Rupees Three Thousand Six Hundred )


23


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

specific approval of the Dy.Chief Engineer. NOTES: (1) Single rate will apply for all mixes (M20,M25, M30, M35 and M40) irrespective of proportion of materials used (per cubic metre (cum) of concrete). Rate is for site mixed concrete. For plant produced Ready‐mix concrete, an extra payment of Rs.500/‐ per cum will be applicable. (2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other relevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC works. (3) Rates shall include all materials, operations, etc., complete except for Cement and Steel and excavation for foundations and substructure, if required, which will be paid for separately under relevant SSR/other schedules. Similarly, neoprene bearing pads, expansion joints and steel ladders attached to the PSC girder/slab will also be paid for separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCC girders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost. (6) Admixtures, binding wires, clamps/anchors etc., as required/ as per designs shall be arranged by the Contractor at his cost.

24


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

(7) 75% of the value of the work completed will be paid initially and remaining 25% will be paid after all tests connected with concrete including materials and 7 days cube tests are completed and results are accepted. Any concrete which is not passing the design/codal requirements shall be summarily rejected. (8) Rates include cost of launching, lifting and placing of slabs/ girders on bearings if required. (9) This item will apply for all standard/special designs required in the work where such design is not specially provided for in any other schedule/item. (10) Rate includes placing of concrete in position for all heightsby manual/concrete pump/crane etc.,

4

BRGL5

Supplying, providing and removing heavy duty shoring for excavation in foundation trenches for bridges and buildings only near existing bridge/track/building to a depth not less than 3.0m as per specific shoring plans issued by the Dy.Chief Engineer‐in‐charge based on Railways Sketch No:ST/CN/BNC/06‐2009, with Contractorãs all materials (excluding rails to be supplied by the Railways free of cost but to be returned by the Contractor), with all lead, lift, labour, transport, tools & plant, consumables, etc., complete and as directed by the Engineer‐in‐charge. NOTES:‐ (1) Rate is per square metre (sqm) of elevational area of the shoring.

100.00

1,000.00

1 SQM 97,000.00

( Rupees One Thousand )


25


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

(2) The item shall be operated with the specific approval and drawing issued by the Dy.Chief Engineer and shall be used only in unsafe/instability conditions involving depth of excavations to more than 3.0m below the ground level/existing foundations/to slope of existing formation sleeper than 1:1. (3) Total payment under this item shall be restricted to a maximum of 10% of the payment for earthwork and/or concreting done upto 3.0m below ground level/existing foundation level only.as specified.

61,11,000.00


Schedule D Departmental Value :

0.00

61,11,000.00

Schedule D Total :

Rupees in Words ( Rupees Sixty One Lakh Eleven Thousand And Paise Sixty One ONLY )




26


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING

Name of the Work :Ramanagarm ‐Mysore doubling ‐ Construction of platform for the proposed UP & DN line at Srirangapatna, RUB at Srirangapatna for the proposed lines and left over miscellaneous works between Pandavapura and Naganahalli Stations,MNGT and by‐pass lines.


DETAILS OF ITEMS


Schedule 'E'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

ST1‐001

Supply of High Yield Strength Deformed reinforcement steel bars/wires of grade FE 415/500/550 confirming to IS 1786‐1985 (upto date) at site of work to the extent actually required for the work including all cost of loading, unloading, leading, transporting, stacking, storing, labour, consumables, machinery, vehicles etc., complete and as directed by the Engineer‐in‐charge. NOTE: (1) The rate quoted for this item is applicable for both Fe500 and Fe550. FE 415 steel used will be paid with a reduction of Rs.2000/‐from the agreed rates. Steel shall be procured only from any of the following manufacturer's SAIL, TISCO, IISCO, RINL. (2) Stage payment for supply of steel shall be limited to 75% of the agreed rates subject to production of Bank Guarantee/Indemnity Bond as specified, Test certificates, Insurance, limitation in quantity supplied at a time, conditions for stacking/storing/ preserving at site. However, this payment will be restricted to a maximum of 30% of the Schedule quantity at any point of time. (3) Payment for reinforcement rods/wires will be made as per actual used including over laps, cranks, bends, etc., if any, as per approved drawing and as per Special Conditions for use of steel. However, no payment will be made for any wastages. Quantity will be calculated for nominal diameter of the bars using standard weights per

165.00

51,790.00

1 T 84,59,896.50

( Rupees Fifty One Thousand Seven Hundred and Ninety )


27


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'E'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

running metre or as per actual weights whichever is less. (4) Binding wire, clamping materials etc., used in construction will not be treated as supply items under this schedule and will be governed by the Schedule and Special Conditions under the relevant items of concreting etc., and no extra payment shall be eligible. (5) Reinforcement steel shall be supplied and used as per approved drawings and as per instructions of the Engineer‐in‐charge. (6) The steel shall be as per specified code and the process of manufacturing shall be the latest and as recommended by the relevant IS Specifications. However, the rates quoted shall apply to all types of manufacturing and no extra payment is admissible in this regard.

84,59,896.50


Schedule E Departmental Value :

0.00

84,59,896.50

Schedule E Total :

Rupees in Words ( Rupees Eighty Four Lakh Fifty Nine Thousand Eight Hundred and Ninety Six And Paise Fifty ONLY )




28


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING

Name of the Work :Ramanagarm ‐Mysore doubling ‐ Construction of platform for the proposed UP & DN line at Srirangapatna, RUB atSrirangapatna for the proposed lines and left over miscellaneous works between Pandavapura and Naganahalli Stations, MNGT and by‐pass lines.


DETAILS OF ITEMS


Schedule 'F'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

EW2‐302

Blanketing of formation: Manufacturing, supplying, transporting to site, spreading in layers, compacting the blanketing material and dressing/finishing the formation to profile as per RDSO specification No.GE:G‐1 with upto date correction slips conforming to upper blanket layer guiding enveloping curves as per sketch B RDSO's Drawing No.GT/SD/0011/ Rev.2/2001 of the said specification including spreading and compacting with vibratory rollers of adequate capacity, duly sprinkling water/ allowing to dry to achieve optimum moisture content as specified, complete in all respects and as directed by Engineer‐in‐charge. Rate includes all materials, transporting/leading/unloading, spreading, labour, manufacturing, mixing & blending by any means, all tests on materials, to obtain the specified gradation, leads, lifts, assent, dissent, crossing of nalla /stream and all other obstructions, all machinery, tools and plants, handling and re‐handling of the materials, fuel, royalty, octroi, licensing charges, incidentals, etc, complete. Note:(i) The blanket material should be manufactured, if necessary, for the purpose of achieving the distribution curve, by blending various materials such as crushed stone aggregates, naturally available mineral materials such as gravel/river sand/soil of various gradations. (ii): Blanket material produced should generally conform to

2000.00

360.00

1 CUM 7,20,000.00

( Rupees Three Hundred and Sixty )


29


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'F'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

following specifications: (a) It should be coarse, granular and well graded (b) Skip graded material is not permitted. (c) Non‐plastic fines (particles of size less than 75 micron) are limited maximum to 12% whereas plastic fines (particles of size less than 2 micron) are limited maximum to 5%. (d) The blanket material should have particle size distribution curve within upper layer of enveloping curves shown in sketch B (RDSO's Drawing No.GT/SD/0011/Rev.2/2001). (e) The material should be well graded with Cu and Cc as under: Uniformity coefficient, Cu=D60/D10 > 4 Co‐efficient of curvature, Cc = D302/D60xD10 between 1 & 3 (iii) The net payable blanketing quantity will be based on cross section measurements and what is within the required profile of blanketing. (iv) The tenderer must ensure following before submitting his offer: (a) The tenderer should survey the work area, quarries for the raw materials for blanketing and all relevant factors affecting the progress of work. (b) The tenderer should complete the testing, work out the modalities of producing blanketing material as per specification and the required progress, submit the types of materials and their proportions required for mixing to get the desired material. (v) Blending by mechanical means by using pug mill is preferable to

30


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'F'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

achieve uniformity of the finished blanket material. Extra payment for mechanical blending by using pug mill will be paid @ 10% of the quoted rate against this item. (vi) If the quantity of blanketing is more than 30,000 cum, then the work of blending shall be executed by mechanical means using pug mill only. No other means will be permitted for blending of blanketing material. Additional payment @ 10% of the quoted rate against this item for mechanized blending work with pug mill shall be applicable in this case as per item no.5 of the note.

7,20,000.00


Schedule F Departmental Value :

0.00

7,20,000.00

Schedule F Total :

Rupees in Words ( Rupees Seven Lakh Twenty Thousand And Paise Seventy Two ONLY )




31


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING



DETAILS OF ITEMS

Jurisdiction : NON VETTED ITEMS

Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

216523

Manual assembling and linking ofBG track with 60 Kg/52Kg /90R single/3 or 10 or 20 rail panels and 52 Kg/60 Kg PSC Sleepers density of 1540/1660 per km with all fittings and fastenings including linking on level crossings and duly leading/lifting the rails/rail panels and sleepers from the stacks available near LCs/yards/mid‐section alongside the alignment on dip lorry or by any other approved means with in a lead of 1 KM for Sleepers/ Rails including lateral/longitudinal shifting or crossing of track if any and providing fish plate and bolts duly greased and oiled, providing suitable expansion gap at rail ends using all fittings and aligning, levelling and attending one round of kutcha packing, greasing of E.R.Clips and inserts with contractor's supply of Grease No. 'O' Graphited (Aluminium soap) to IS:408‐1981 after second round of machine packing which has been procured from RDSO approved firms, etc.for the safe passage of trains at 20 kmph, all with contractor's road cranes, labour, tools and plants, vehicles, crew, consumables, etc, with all lead and lift, etc.complete and as directed by the Engineer‐in‐charge. Note:‐ 1)50% on skeleton linking of tracks by cliping rails to sleepers over compacted ballast layer with all fastenings, fish plating.2) 25% lifting and initial packing to required ballast cushion and also after providing SE on curves3) 10% on correcting track geometry to tolerances as specified

1000.00

229.99

1 TRM 2,29,990.00

( Rupees Two Hundred and Twenty Nine And Paise Ninety Nine )

SPECIAL CASE RATES and quantities of these items to be restricted to agreement quantity and any increase beyond agreement quantity rates to be negotiated for obtaining reduction in rates


32


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

in the special conditions for track work and IRPWM4)10% after greesing/oiling of fittings and attending to rectification of ballast cushion/curves/sleeper spacing and ballast boxing and profiling etc.5) 5% after clearing the site and returning surplus/released materilas to nearest depot as per conditions in contract.6) The contractor has to lead Rails and Sleepers stacked along side of formation at convenient location. Any lead beyond 1 KM of Rails/Sleepers will be paid seperately. 7) No extra payment will be given for shifting of track fittings like ERCs,Liners,Fish plates,fish bolts and nuts, Rubber pads, GFN liners,'C' clamps, Joggled fish plates etc. for leading from the yard / mid section between block station

2a

216524

Manual through packing of B.G.track on PSC layout of 1540/1660 density, as per IRPWM guidelines and as directed, duly rectifying any defects in alignment, longitudinal/cross level required SE for curves and required 180 to 200 mm cushion, with all contractors labour, tools and plants, etc., including boxing complete and as directed by the Engineer‐in‐charge. a) First Round of through packing

1000.00

43.00

1 TRM 43,000.00

( Rupees Forty Three )

SPECIAL CASE RATES


2b

216525

Manual through packing of B.G.track on PSC layout of 1540/1660 density, as per IRPWM guidelines and as directed, duly rectifying any defects in alignment, longitudinal/cross level required SE for curves and required 180 to 200 mm cushion, with all contractors labour, tools and plants, etc., including boxing

1000.00

21.00

1 TRM 21,000.00

( Rupees Twenty One )



33


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

complete and as directed by the Engineer‐in‐charge. b)Second Round of through packing

3

216526

Providing guard rails on bridges/ RUBs with 52 Kg/90R rails as per provisions in IRPWM, including cutting, bending and fixing of rails with all fittings and fastenings, fixing of wooden blocks at ends of guard rails on either end of bridges, etc (excluding drilling of holes in sleepers and fixing of grip expansion bolts and nuts and M.S.Clips/ washers) all with contractor's labour, tools and plants consumables, etc., with all lead and lift, complete as directed by the Engineer‐in‐charge.

690.00

546.00

1 TRM 3,76,740.00

( Rupees Five Hundred and Forty Six )



4

216527

Leading and linking of two rail panels of 60kg rails over already fixed channel sleepers on cauvery bridges with all fittings and fastenings of insulated channel sleepers including fixing 1m length fishplates with all contractor's labour &tools and directed by Engineer in Charge.The rate inclusive of free leading of rails fom the available rail panel for a length of 1KM

650.00

546.00

1 TRM 3,54,900.00

( Rupees Five Hundred and Forty Six )


5

216528

Laying of 60/52 Kg. SEJs with PSC sleepers at nominated locations duly leading of SEJ and sleeper from the nearest location with a maximum lead up to 500 meters from yard/depot to the workspot with contractors transportation, men and materials with all lead and lift as directed by the engineer in charge at either end of bridges, etc (excluding drilling of holes in sleepers and

4.00

10,250.00

1 TRM 41,000.00

( Rupees Ten Thousand Two Hundred and Fifty )


34


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

fixing of grip expansion bolts and nuts and M.S.Clips/ washers) all with contractor's labour, tools and plants consumables, etc., with all lead and lift, complete as directed by the Engineer‐in‐charge. Note:‐ 1) Rubber pads will be supplied by Railways. 2) One round of kutcha packing to be done by the contractor.

6a

216529

Carrying out pre‐tamping operations during the course of packing of track and points and crossings by various track machines, readjustment of ballast, heaping up of ballast in the tamping zone to ensure effective packing and clearing of ballast on sleepers to make them visible to the operator,correcting gauge defects, if any, and neat dressing of ballast with proper consolidation of ballast between sleepers, as per IRPWM guide lines, all with contractor's labour, tools and plants etc., complete as directed by the Engineer in charge. (Unit of payment is per metre of track including points and crossing. Minimum 10 men to be arranged per machine per day and in case, men are less, no payment will be made to the contractor for that stretch of track). First roundPacking.

3300.00

6.00

1 TRM 19,800.00

( Rupees Six )


6b

216530

Carrying out pre‐tamping operations during the course of packing of track and points and crossings by various track machines, readjustment of ballast, heaping up of ballast in the tamping zone to ensure effective packing and clearing of ballast on sleepers to make them visible to the operator,correcting gauge defects, if

3300.00

6.00

1 TRM 19,800.00

( Rupees Six )


35


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

neat dressing of ballast with proper consolidation of ballast between sleepers, as per IRPWM guide lines, all with contractor's labour, tools and plants etc., complete as directed by the Engineer in charge. (Unit of payment is per metre of track including points and crossing. Minimum 10 men to be arranged per machine per day and in case, men are less, no payment will be made to the contractor for that stretch of track). Second Packing

7a

216531

Carrying out post‐tamping operations during the course of packing of track and points and crossings by various track machines, readjustment of ballast, squaring of sleepers and regauging wherever necessary and tightening of loose fittings immediately after tamping, replacement of broken fittings, correcting the displaced sleepers to position, correcting gauge defects, if any, and neat dressing of ballast with proper consolidation of ballast between sleepers, as per IRPWM guide lines, all with contractor's labour, tools and plants etc., complete as directed by the Engineer in charge. (Unit of payment is per metre of track including points and crossing. Minimum 10 men to be arranged per machine per day and in case, men are less, no payment will be made to the contractor for that stretch of track). First round Packing.

3300.00

6.00

1 TRM 19,800.00

( Rupees Six )


7b

216532

Carrying out post‐tamping operations during the course of packing of track and points and crossings by various track machines, readjustment of ballast, squaring of sleepers and regauging wherever

3300.00

6.00

1 TRM 19,800.00

( Rupees Six )


36


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

necessary and tightening of loose fittings immediately after tamping, replacement of broken fittings, correcting the displaced sleepers to position, correcting gauge defects, if any, and neat dressing of ballast with proper consolidation of ballast between sleepers, as per IRPWM guide lines, all with contractor's labour, tools and plants etc., complete as directed by the Engineer in charge. (Unit of payment is per metre of track including points and crossing. Minimum 10 men to be arranged per machine per day and in case, men are less, no payment will be made to the contractor for that stretch of track). Second round Packing

8

216533

Cutting of 60kg/52 Kg/90R Class I/II Rails true to vertical with rail cutting machine only, duly marking the line, with contractor's rail cutting machine, tools, labour and consumables, etc. complete as directed by the Engineer in charge. (Gas cutting is not permitted at any case but Hand cut with hacksaw is permitted only on emergencies and it will be paid.)

150.00

106.00

1 NOS 15,900.00

( Rupees One Hundred and Six )


9

216703

Drilling of 32/26.5 mm dia fish bolts holes at end of 60kg/52 Kg/90 R rails at correct location using templates with contractor's rail drilling machine, drill bits, labour, tools and plants, consumables etc., complete as directed by the Engineer in charge.

4500.00

54.00

1 NOS 2,43,000.00

( Rupees Fifty Four )


37


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

10

216535

Cutting, grinding, milling ER Clips and providing metal/GFN liner at joints with contractor's labour, tools and plants, etc., complete as directed by the Engineer in charge.

8.00

24.00

1 NOS 192.00

( Rupees Twenty Four )

SPECIAL CASE RATES


11

216536

Insertion of Railway's Glued Joints 60kg/52 Kg, on BG track/Points and crossings and connecting it on either ends using fish plates, fish bolt and nuts, etc., including cutting of rails, leading of Glued Joints from stacks available in the yard and transporting fittings from the specified P.Way depot I, all with contractor's labour, tools and plants, vehicles, crew, consumables, etc., with all lead and lift, complete as directed by the Engineer‐in‐charge.

4.00

893.00

1 NOS 3,572.00

( Rupees Eight Hundred and Ninety Three )

SPECIAL CASE RATES


12

216537

Fixing of wooden distance pieces for platforms by cutting of Railway's wooden sleepers BG/MG into blocks by sawing to sizes, including leading of sleepers from P.Way depot at Mysore to site of work, all with contractor's labour, tools and plant etc with all lead and lift as directed by the engineer in charge.

20.00

229.00

1 NOS 4,580.00

( Rupees Two Hundred and Twenty Nine )

SPECIAL CASE RATES


13

216538

Providing temporary centre line /level reference posts/pegs with rails /tie bars of any section and size on cess at 25 meters intervalls or at specified places near to the track, to indicate Rail level mark alignment at specified intervals including leading of Rails / tie bars from specified P.Way depot. at SBC/MYS/BNC etc. with all lead and lift etc. complete and as directed by the Engineer‐in‐charge. NOTE:‐

200.00

126.00

1 EACH 25,200.00

( Rupees One Hundred and Twenty Six )


38


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1) Rate quotated is applicable for Rail posts.2) Incase of tie bars only 80% of payment will be made. 3) Contractor shall ensure that the reference pegs so planted are Available till CRS inspection.4) Contractor shall remove the Rail opost/Tie bars so planted after CRS inspection and Hand over the same to specified Railway store depot. at nominated depot. with out any extra payment. 5) Height of post will be approximately 1.2 to 1.5 meters. " "6) Stage payments(a) 50% of rate will be paid on fixing the post and marking necessary marks at site. (b) Balance 50% of rate will be paid on returning of posts to specifie P.Way depot.

14

216539

Preparation of surface of rails for web and bottom flange on guage face side at linear contact area with derusting kit removing of all rust , grease (by application of approved chemicals) dust for making it fit for painting with movable generator / equipment with all contractor;s labour, materials , chemicals any external agents , tools consumables ,plant, transportation with all lead and lift including crossing of tracks and handling of rails etc.,and as directed by the Enginner in charge. Note :‐ The rate includes cleaning of linear contact area .

3500.00

29.00

1 TRM 1,01,500.00

( Rupees Twenty Nine )


15

216540

Painting of in‐service rails two coats by brush after surface preparation with contractor's paint anti‐corrosive bitumineous black to IS 9852‐1981 to a thickness of 100

1200.00

41.00

1 TRM 49,200.00

( Rupees Forty One )


39


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

microns per each coat only on guage face side of both rails ( i.e., web and flanges only) excluding rate of, bottom surface of rail and railsurface on non guage face side of both the rails including surface preparationand painting of ERC's, liners and outer surface on inserts for sleeper density of 1540 in PSC sleepers and 60Kg 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 procedure given in procedural order for painting of rails circulated vide HQrs letter.No.W.501/17/Vol.VII, dt.08.04.2004 and as specified including crossing of tracks , handling of rails and as directed by the Engineer‐ in Charge.Note: 1) Preparation of surface of rails for web and bottom flange on guage face side should not be operated simultaneously . If required to be operated after a minimum gap of six months period to maintained. 2) In case of item No.21 if are operated simultaneously then deductioin for linear contact area will be done for item No.21 3) In case of 1660 numbers of PSC sleepers per Km an extra rate of 2.23% over the above quoted rate will be paid to the contractor. 4) In case of 60 Kg rails an extra rate of 11.15% over the above quoted rate will be paid to the conttractor. " "5) In case of station yards the painting shall be carried out in loop lines and main lines on guage face and non guage face sides and payment will be made two times the rate indicated above.6) In case of lineal metre (LM) for the prupose of payments is measured on the centre line of track, which includes rails on either side with sleepers and complete fitings including shoulder and crib ballast.

40


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

16

216541

Fixing of 52Kg/90 R rails, SEJ's reference pillars 1.2 to 1.5m long for LWR including cutting of rail to the required length, excavation to required depth, fixing in concrete with 1:2:4 mix (30cmx30cmx60cm size, 30cm above GL and 30 cm below GL) including painting, chisel marking on top of rail post and paint marking on non gauge face side of the rail on the track as directed by Engineer‐in‐charge contractor's labour, tools and plants, paints, cement sand aggregate etc complete ( Rails will be supplied at MYS/S/PNAP stores depot the transportation will be paid to the contractor seperately.) NOTE: one set comprises of two reference pillars on either side of SEJ's.

10.00

604.00

1 SET 6,040.00

( Rupees Six Hundred and Four )



17

216542

Manufacturing, supply, fixing and painting of curve boards, gang limit boards, points & crossing boards, LWR boards of size, 450mm x 600mm with contractor's M.S. Sheet of thickness 3.15mm and M.S. Angle of size 50 x 50 x 6mm, to a length of 1.20 Mtr. and welding 150mm length angle at bottom, transporting the same to the site, excavating of earth pit of size 30 x 30 x 45 cm, concreting with contractor's cement and all matertials of 1:3:6 mix and writing required information/relevant parameters duly painting rail post with approved enamel paint with all lead and lift labour tools, plants, vehicles, crew, machineries as directed by the engineer in charge.Note: Curve Indicator/Points & Crossing Boards/ LWR/Gang Jurisdiction Boards of size 450 mm x

6.00

1,065.00

1 NOS 6,390.00

( Rupees One Thousand Sixty Five )



41


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

600 mm as per sketch: XEN/YB/CN/BNC/SK/5‐95.

18

216543

Painting and writing curve stations numbers such as versine, Superelevation on the web of the outer rail as directed by Engineer in charge with contractor supply of approved quality , colour enamael paint, labour, tools and plants, consumables with all lead and lift etc complete as directed by the Enginerr in charge. Note:‐ Two coats of painting is to be doneand any other details as specified etc. with all contractor's supply of approved quality of paint of specified colour.

100.00

83.00

1 EACH 8,300.00

( Rupees Eighty Three )


19

216544

Taking Rail levels between PANP ‐NHY section and submission of reduced levels in any standard format, for every 10 meters or other wise specified using precise levelling Instruments and duly deploying qualified and experienced Supervisor etc. complete for top tracking solution.and also as directed by the Engineer‐in‐charge.

1.20

625.00

1 KM 750.00

( Rupees Six Hundred and Twenty Five )


20

216545

Greasing of Rail gauge faces on B.G. track in curves with contractor's supply of grease and lubricating oil of approved quality to IS specification 508‐1987 for grease Graphite all with contractor;s labour's , tools, etc. complete as directed by rthe Engineer‐incharge. NOTE:‐ Payment will be made per meter of single rail.

800.00

35.00

1 RM 28,000.00

( Rupees Thirty Five )


42


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

21

216546

Dressing up the formation duly making good of undulations /rain water cuts and consolidation by hand hammers wherever necessary with contractor's earth from approved quarries outside Railway's limits with all lead and lift including removing of vegetation/shrubs on the formation with contractor's labour, vehicle, crew, consumables, loading and unloading at both ends, etc. complete as directed by the Engineer‐in‐charge.

1000.00

49.00

1 TRM 49,000.00

( Rupees Forty Nine )


22

216547

Carrying out cut and connection to the existing track under line block to connect the same to the linked track which is laid by the side, duly carrying out the cutting of rails, slewing the required length of the both track to form uniform alignment, adjusting the sleeper spacing, providing continuity to the track, spreading of ballast to provide cushion under the track stretch, giving one round of packing all with contractor's labour, tools and plants, machinery, crew, consumables, etc., complete as directed by Engineer‐in‐charge.Note:‐ In case of cut & connection on loop lines only 75% of rate will be paid.

9.00

27,800.00

1 EACH 2,50,200.00

( Rupees Twenty Seven Thousand Eight Hundred )

SPECIAL CASE RATE on lower side and not to be taken for reference for future tenders.


23

216548

Supply of caution watchmen at location where caution order is imposed at a rate of one caution watchmen per 8 hours duty round the clock with necessary 3cell electric tarch. Tri‐colour light/ banner flags hand flags etc./, to be on contineous vigil and exibute necessary hand signal to the trains for their passage over caution spot, complete as directed by the Engineer‐in‐charge. "

40.00

1,153.00

1 PERDAY

46,120.00

( Rupees One Thousand One Hundred and Fifty Three )

SPECIAL CASE RATES


43


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

Note:‐ 1) Rate to be quoted on per day basis for 24 hours.2) Banner flags and HS flags will be supplied by Railways. Contractor has to arrange 3 cell electric torch and tricolor light.3) If watchman is required to be operated for less no. of hours, then the above rate will be paid on pro‐rata basis calculated for the nearest hour. 4) If contractor fails to post watchman at any time during one day, payment for that full day will not be paid and a fine of Rs. 500 per day will be deducted at each such etc., complete as directed by Engineer‐ in‐charge.

24

216549

Slewing of exsisting or newly assembled BG track on PSC/Wooden /CST‐9 sleeper, laterally to the currect location and alignment upto a maximum slew of 1meter, and attending to one round of kutcha packing including shifting and dumping of exsisting ballast from old alignment and boxing to sectional profile, during line block or non block periods, all with contractors labour, tools and plants, etc., complete as directed by the Engineer‐in‐charge. " Note:‐ 1) The above rate is for works done in non block periods, if work is carried out under traffic line block, extra 30% of the above rate will be paid .2) Stage payment:a) 50% of rate‐ on completion of slewing and one round of kutcha packing. b) Balance 50% of rate: on satisfacotry completion of shifting, dumping of ballast from old alignment to new alignment and

300.00

161.00

1 TRM 48,300.00

( Rupees One Hundred and Sixty One )


44


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

boxing to sectional profile, 3) If the contractors fails to fully clear the ballst from the old alignment, dumping and boxing to sectional profile, on new alignment within 10 days of slewings the track, 50% of the above rate will be recoverd from contractors subsequent bills, the date of completion of ballst clearance will be as certified by the supervisor in charge in work done register and will be binding on the contractor.

25

216550

Maintenance of track and points and crossings on main line lines and loops ,Points & crossings etc. between PANP‐MYS including special attention of section for carrying out various maintenance works listed in Indian Railway P.Waymanual/Bridge manual/LWR manual for safe running of goods and passenger trains with contractor's tools/labours etc., complete as directed by Engineer‐in‐charge. "Note:‐ " 1) The contractor shall arrange minimum of 20 skilled labour and 2 P.Way supervisors in 2 gangs at any point of time. 2) In case the contractor provides less no.of skilled labour/supervisor, payment will be made proportionately as per the No.of men present at the rate of Rs.150/‐per skilled men and Rs.200/‐ per P.Way supervisor. 3) The maintenance shall be carried out as per the provisions in I.R.P.Way/ Bridge/LWR manuals. 4) Slacks noticed during the inspection of SSE/SE/JE(P.Way)and

90.00

13,000.00

1 PER DA

11,70,000.00

( Rupees Thirteen Thousand )

SPECIAL CASE RATES


45


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

officers shall be attended immediately. 5) The contractor shall appoint retired P.Way mate/supervisor as his representative to maintain the track parameters in straight/curved track in cuttings/ bridges/ tunnels/banks as directed by Railways. 6) The payment will be made on the records maintained by SSE/SE/JE (P.Way) at site for the work done on satisfactory completion of work. 7) Lifting of track, picking up slacks and through packing on track shall be carried out by the contractor as per the instructions of DY.Chier Engineer/C, Asst.Executive Engineer/C of section during their inspection. No extra payment will be made towards this work during maintenance. 8) Special attention involve jobs like clearing of silted side drains / bridges, clearing vegetation, removal of slipped earth/boulders and tress, greasing of ERCs/curves, fish plates, loading unloading of materials, renewal of broken sleepers/rails, screening of ballast etc., wherever required in section as directed by Engineer‐in‐charge. 9) Additional special conditions attached to this schedule may be referred. 10)Tenderer shall note the transport conditions available in section. No transport of labour will be provided by Railway. Contractor shall erect temporary camps at crossing stations for stay of labour and supervisor. Contractor shall provide a cell phone in working condition for each supervisor. No additional payment will be made for the above temporary provisions. Contractor shall quote rates acordingly considering all the above conditions.

46


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

32,02,074.00


Schedule I Departmental Value :

0.00

32,02,074.00

Schedule I Total :

Rupees in Words ( Rupees Thirty Two Lakh Two Thousand Seventy Four And Paise Thirty Two ONLY )




47


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING



DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

216551

Fabrication and Erection of steel works for stanchions, Trusses etc for the platform shelter and foot over bridge as per approved drawings with contractor's supply of steel to IS 2062 , bolts and nuts welding of approved quality with all lead and lift, labour , crew, consumable, tools & plants etc. complete as directed by the Engineer in charge.Structural steel SAIL/TISCO/RINL/ICSCO shall only be used. Stage payment a) 50% of payment on supply of steel to site of work against bank guarantee. b) 20% payment after fabrication of steel and one coat of primer paint.c) 20% of payment after satisfactory completion of erection.d) 10% payment after satisfactory

120.00

78,000.00

1 MT 93,60,000.00

( Rupees Seventy Eight Thousand )


2

216552

Providing and fixing Lloy deck HI RIB or similar type profile colour coated gal valume sheet 875‐1000 mm over width 28+2 mm crest height at 195‐200 mm centres in length upto 11 mtr to suite site requirement, the materials coating of aluminium sine alloy (Galvalume150 gms/sqm total of both sides AZ 150). The coated thickness of the profile sheet shall be 0.50 mm including polyster coating (SMP Silicon modified supplied in required lenght A9 upto 11 m) to suit at shop drg roofing sheet shall be crest flex to purlins with hot dip galvanized self drilling fastners with integral EPDM washers zone fastners on each crest also fastners to be provided on side laps shall be 150 mm penetrations and profiled HDPE filler shall be

3000.00

735.00

1 SQM 22,05,000.00

( Rupees Seven Hundred and Thirty Five )


48


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

provided wherever required to close voids between capping and trughs of the sheet to provide wheather light exterior complete and as directed by the Engineer in charge.

3

216553

Supplying, fabrication and errection of Aluminium valley gutter over all 1.00 m width, including supplying, manufacturing andfixing supports complete with contractors own suuply of all materials including cutting,drilling, bending, rivetting, welding with supply of electrodes, rivets, bolts and nuts, washers other machinery, supplying and laying leak proof material at loose joints such valamord or other similar approved materials. Aluminium sheet for gutters will consists of 0.91 mm thick and supporting brackets made of M S flat supplied by contractor of any size 50 m X 6 mm spacing at 600 mm is to be provided. The rates including labour's materials tools and plants equipments etc,. work shall be carried out as directed by the Engineer in charge

160.00

1,300.00

1 SQM 2,08,000.00

( Rupees One Thousand Three Hundred )


4

216554

Supplying and fixing in position 50mm thick cement concrete interlocking paving blocks of approved shape and quality including levellling and compacting the existing surface, watering, ramming, spreading of clean , sand base, finishing the joints with fine sand finishing the sides of the straight edge in CC. M 15 with 20mm graded metal with contractor's cement, CC paring blocks, materials, labour, tools, plant, all lead and lift etc. complete as directed by the Engineer‐in‐charge.

1000.00

608.00

1 SQM 6,08,000.00

( Rupees Six Hundred and Eight )


49


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

5

216555

Providing with barricading with contractor's bamboos/casurina vertical posts of minimum 100 mm dia planted at every 20m intervals projecting at least 1.50 metre above the ground level and driven firmly inside the ground and with 2 nos of horizontal bamboos/casuarina members of minimum 50mm dia spaced equally, including painting the verticles and horizontals with red luminous paint/strips at alternate bay on the barricade,removing the barricade, completely when no longer required with all leads and lift including all labour, materials,tools and plants, consumables etc complete and as directed by the Engineer‐in‐charge.NOTE: The removed materials of the barricades will be the property of the tenderer/contractor and hence the rates to be inclusive of the above removal also

1200.00

158.00

1 M 1,89,600.00

( Rupees One Hundred and Fifty Eight )


6

216556

Manufacturing supplying and erecting pre cast RCC pale fencing as per plan No. 277 including RCC pre‐cast post fixed in concrete bed of 1:3:6 mix and size 450 x450 x 760mm with contractors Labour, materials tools and plants etc. complete and as directed by the Engineer‐in‐charge.

700.00

2,080.00

1 M 14,56,000.00

( Rupees Two Thousand Eighty )


7

216557

Manufacturing and supplying and fixing name boards for river Bridges/Railway station name boards of size 2.5m x 1.2m and 3mm thick MS plate duly fixing th plate on 50x50x6mm angle frame and fixing the board on two numbers of 451/4,60R,751bs/90R rails posts of required length including painting, writing letter, with contractor labour, tools, paint etc. complete and as directed by the Engineer‐in ‐charge. The rails are to be fixed in concrete 1:3:6 mix of size

6.00

22,000.00

1 EACH 1,32,000.00

( Rupees Twenty Two Thousand )


50


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

450x450x900mm NOTE: Rails required for the work will be supplied by the Railway free at the Railway store depo at mysore.The rate is inclusive of other Items like foundations providing Latrine in three Languages with contractors paint and all other consumables. The materials required for concrete such as cement, metal, sand etc. are to be supplied by the contractor at his own cost.

8

216558

Suppling and laying UPVC rain water pipe of 150mm dia of 6kgf/sqcm working pressure (Type B) confirming to IS 13592 including specials as required and jointing with contractor's jointing materials and fixing

150.00

420.00

1 RM 63,000.00

( Rupees Four Hundred and Twenty )


9

216559

Supplying and fixing of polished granite benches of size 2.00 m X 0.45 m as per plan no. B/GL/615 including earthwork excavation and fixing in cc 1:3:6 with all contractor's materials lead, lift, labour, tools and plants etc,. Complete and as directed by the Engineer in charge ( inclusive of cost of cement)

30.00

11,000.00

1 EACH 3,30,000.00

( Rupees Eleven Thousand )


10

216560

Providing cantilever type water sinks on platforms as per approved drawings with all contractors materials with stock brick masonry using in CM 1:6Mix palstering with 1:6Mix,Cladding with approved quality and color polished granite slabs or tiles fixing in CM 1:3 Mix for all exposed surfaces,all around the sinks and top surfaces ,including providing RCC slab 1:2:4 of 100mm thick for cantiliver type sink as

10.00

25,000.00

1 EACH 2,50,000.00

( Rupees Twenty Five Thousand )

SPECIAL CASE RATES. Quantity of item No.10 to be restricted to agreement quantity and any increase beyond agreement quantity of this item to be negotiated for obtaining reduction in rates.


51


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

shown in approved drawings,UPVC pipes 110mm dia with 6kg/sqm pressure for drainage pipes and water supply lines /valves embedded in the sink wall,PVC gratings ,4nos water taps approved quality and design and masonry sump of size 300x300x200 with RCC covering slab at PF level with contractors labours ,lead ,lift etccomplete,inclusive of cost of cement and steel and as directed by the Engineer In‐Charge.NOTE:Payment for pipelines or valves will be paid seperately under relevent item of schedule‐A.

11

216561

Casting and rolliing /launching of precast RCC box of inside dimension 5.00 X 4.80 m with controlled concrete of M:35 grade The trate inclusive of the followinga) Casting of RCC box segments as per the approved design and drawings using contractor's materials excluding steel and cement (Steel and cement willbe paid separately through relevant items )b) Rolling / launching of boxes with previously laid concrete bed by approved method with contractor's materials labour tools and plants, consumables, crew, fuel, transportation, hire charges for suitable crane having double the capacity for handling the weight of the precast box segments (2 Nos ) and other machinery etc,. complete as directed by the Engineer in charge during day/nightc)laying of levelling course / wearing course, earthwork excavation in "" foundation / forming bank shall be paid under relavent items separately. The rate includes disposal of surplus earth in low lying areas within Railway limits with all lead and lifts as directed by the

30.00

1,05,000.00

1 M 31,50,000.00

( Rupees One Lakh Five Thousand )

SPECIAL CASE RATES


52


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

Engineeer in chargeNote: I. All concrete shall be weigh bathced, machine mixed, compacted with mechanical vibrators and should confirm to IRS concrete bridge code and relevant IS code/specification and other relevant specification as prescribed2 Mix design with all required tests shall be arranged by the contractor at his own cost3. admixture as required /as per design shall be arranged by the contractor at his own cost4. All materials and concrete test shall be arranged bythe contractor at his own cost.5.Jointing of precast RCC box units by applying epoxy mortarStage paymentI. Only 50% of the payment for the quantity executed will be made after castinng of the boxes intially2. Balance 50 % payment shall be released only after rolling/ launching of box segments in final position

12

216562

Preparation and submission of GAD / Complletion drawing for the bridge in Autocad on 100 micron film double mat finisahed and materials approved by the engineer in charge to specified scales including submission of same in compact disc, three copies of amonia print, 3 copies each of the above ( The necessary details to be collected from site) minor bridges

1.00

5,000.00

1 NOS 5,000.00

( Rupees Five Thousand )


13

216563

Providing two coats of anti corbonation paint to the concrete surfaces of super structures and sub structures above bed level duly cleaning the surface from all dust/dirt, oil, grease, rust etc,. With

11700.00

209.00

1 SQM 24,45,300.00

( Rupees Two Hundred and Nine )


53


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

contractor's labour materilas, equipments, staging / scaffolding arrangements etc,. complete as directed by Engineer in charge

14

216564

Supplying and laying of Eurocan cement tiles for flooring using approved model/ design and colour for steps, gangway, landings etc, with contractor's all materials ( including cement) men , lead, lift etc,. Including roughening/ chipping new/old concrete surface to a minimum depth of 35 mm as required for laying the tiles without damaging the adjascent structure as directed by the engineer in charge

1050.00

786.00

1 SQM 8,25,300.00

( Rupees Seven Hundred and Eighty Six )


15

216565

Leading and dumping of Railways stone ballast by rail lorries from stacks collected on either side of formation/ on proposed BG new formation / at yards at top of cuttings/ toe of banks, including crossing of tracks, if required, loading into rail lorries, unloading on the track, spreading the ballast clear of the sleepers, boxing, loaders men, materials etc with all lifts for leads beyond 750 m and from any where to anywhere in the same block section using contractor's own men, tools and plant, machinery etc complete during block/non‐block period (payment will be done as per stack measurement). "Note: 1) Dumping by rail‐lorry to be undertaken in stages as per instructions‐ like initial dumping after skeletal linking of track and further dumping after 2 rounds of packing "2) This item will be operated at locations of steep cuttings, high banks & other locations where ballast could not be dumped

2300.00

205.00

1 CUM 4,71,500.00

( Rupees Two Hundred and Five )


54


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

manually or where ballast could not be collected near by work‐spot. 3) The rate includes shifting of stacked ballast to nominated loading points, loading into rail lorries, unloading on the track, clearing of ballast from the sleepers immediately to enable movement of packing machines, trollies etc.

16a

216566

Leading and dumping of Railways 50 mm stone ballast from stacks collected on either side of BG formation/ at yards/ at top of cuttings/ toe of banks, including crossing of tracks, if required, spreading the ballast on the formation, levelling uniformly to specified thickness of 150 mm to 180 mm , boxing, profiling the ballast (after linking the BG track), to specified BG ballast profile, with all leads and lifts, using contractor’s own men tools, plants machinery etc complete.(payment will be done as per stack measurement) Note:‐ 1.) payment will be done as per stack measurement.2).Prior permission of Engineer shall be taken for dumping the ballast stack wise, No payment will be made in case no such prior approval is obtained by thecontractor. 3) 60% of Rate will be paid after uniform dumping of ballast on track.4) 30% of Rate will be paid after boxing to sectional profile. 5) 10% of Rate will be paid after fully salvaging all the ballast at stack locations/fallen in drains/cess/slopes of formation etc. and dumping the same uniformily in track. Lead upto 150 m

2500.00

130.00

1 CUM 3,25,000.00

( Rupees One Hundred and Thirty )

SPECIAL CASE RATES


55


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

16b

216567

Extra For lead more than 150 m and up to750 m

1500.00

59.00

1 CUM 88,500.00

( Rupees Fifty Nine )


17

216568

Consolidation of already spread Ballast of 150mm to 180 mm with Road roller of 8/10 tonne capacity of minimum 3 to 4 passes of rolling to be done to the required profile with contractors Road rollers, fuel,other consumbles, labour,tools,plant all leads, lifts,etc complete as per specification and as directed by the engineer incharge.( For rolling in turnout portions 1.50 times the length of T/O shall be considered for payment purpose.)

1000.00

20.00

1 TRM 20,000.00

( Rupees Twenty )


18

216569

Provision of covered accommodation by water proof tent of approximate size 3x3m including fixing at the required location with two tables, four chair and pure drinking water in 20 ltr/ day, one pedestal electrical fan, providing electrical power supply with contractors generator of required capacity, switch boards, electrical wires, etc., all ascents, descents, taxes octroi, cess, fees, duties with contractors, labours crew, machineries, with all lead and lifts etc., m complete as per special conditions, specifications, specification, regulations, and as directed by Engineer‐in‐charge.

10.00

999.00

1 PERDAY

9,990.00

( Rupees Nine Hundred and Ninety Nine )

SPECIAL CASE RATES


19

216570

Provision of lighting arrangment during night block working to facilitate execution of work and ensure saftey of track with 10 numbers of focussing lights of about 500 watts with 2 portable diesel generators of suitable capacity including fuel cost, operator cost

10.00

4,440.00

1 NIGHT

44,400.00

( Rupees Four Thousand Four Hundred and Forty )


56


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

and all other incidental charges required with all ascents, descents, taxes octroi, cess, fees, duties, with contractor's tools and plants materials, consumable labour, crew, machineries with all lead and lifts etc., complete as per special condition, specifications regulations, and as directed by the Engineer‐in‐charge

20

216571

Supply of Grader for ballast distribution to get uniform thickness of 200mm and required width as directed by engineer incharge and to get designed cross slope over newly laid formation by contractors own grader. men, material, fuel, transporation, tools and plants complete as directed by engineer in charge. Spreading includes points and crossing area, bridge approches. Level crossings approches, cut and connection area etc.

1200.00

9.00

1 M 10,800.00

( Rupees Nine )


21

216572

Supplying and fixing of pre cast RCC hectometer post made of RCC 1; 11/2 ;3 with 20mm granite stone aggregate of size and dimension as mentioned in the drawing including planting the post at every 100m distance duly measuring the distance with steel tape with CC 1:2:4 including painting the post with approved paint, writing the KM/post No. over the concrete surface with reflective type paint of approved quality with contractor's labour, tools and plants, machinery crew all consumable, contractor's cement and steel complete including all lead and lift as directed by the Engineer‐in‐charge .Note:‐ 1) The hectometer post to be precast at nominated locations and

12.00

2,200.00

1 NOS 26,400.00

( Rupees Two Thousand Two Hundred )

SPECIAL CASE RATES


57


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

transported to required place.2) The distance should be measured with measured with steel tape.

22

216573

Manufacturing supplying and fixing in position precast RCC kilometer posts as per approved drawing with ordinary concrete of 1:1 1/2:3 mix with maximum size is 12.5mm graded metal with contractors cement,steel ,moulds including engraving/embossing and painting,lettering of details with approved colour and quality of paint,etc with contractors supply of all materials,labour ,cement,consumables ,tools and as directed by Engineer in Charge

2.00

900.00

1 EACH 1,800.00

( Rupees Nine Hundred )


23

216574

Manufacturing supplying and fixing in position precast RCC gradient posts as per approved drawing with ordinary concrete of 1:1 1/2:3 mix with maximum size is 12.5mm graded metal with contractors cement,steel ,moulds including engraving/embossing and painting,lettering of details with approved colour and quality of paint,etc with contractors supply of all materials,labour ,cement,consumables ,tools and as directed by Engineer in Charge

4.00

1,000.00

1 EACH 4,000.00

( Rupees One Thousand )


24a

216575

Dismantling of points and crossing /trap switches on wooden/PSC/ST sleepers stacking the released materials at nominated locations(75% payment will be made after dismantling and balance will be paid after transporting the pway material except rails above 6.00m in length to stores of JE/P.Way/CN/MYS and stacking it

3.00

7,000.00

1 SET 21,000.00

( Rupees Seven Thousand )


58


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

correctly).Released rails and PSC sleepers have to be stacked at nominated Lorry approachable location .1in 12/Layou .Note:Dismantling work is to be carried out under traffic line block conditions.The turn out sleepers are to be removed from the track along with switches and crossing and the line shall be made through with normal track sleepers if required immediately durig the block itself.Rate includes linking of normal trak and carrying out one round of kutcha packing for safe movement of train. 2)Rails and sleepers released after dismantling shall be neatly stacked at site specified loactions with amaximum lead of 500m.3)Normallly work is intented to be done under daylight hours.4)Rate quoted for BG track laid " a01in 12 ppoints &xings

24b

216576

1in 8 1/2points &xings

1.00

2,235.00

1 SET 2,235.00

( Rupees Two Thousand Two Hundred and Thirty Five )


25

216577

Salvaging the ballast from the dismantled track duly seperating from the muck by screening the same with 25mm sieve,disposing off the muck at specified locations ,making the stack of good sieved ballst along the formation or outside the formation as instructed by the Engineer in Charge .Payment will be made for the stacked quaniy only ote: Payment will be made based on the stack measurements less 8% for voids

1000.00

68.00

1 CUM 68,000.00

( Rupees Sixty Eight )


59


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

26

216578

Dismantling and removing plain BG track / trap switch/SEJ of 60kg /52 kg /90R free rails /welded panels laid on CST 9 /wooden /steel/PSC sleepers laid to any density in yards /mid section on main line/loopline,in straight/curve alignment on formation/ballasted duck bridges under TRAFFIC/NON TRAFFIC conditions with or withou traffic blocks including cutting of rails with blade /gas wherever required with out causing any damage to the P.Way materials, Leveeling the formation after dismantling,releasing the rails/sleepers,retreiving the fittings such as keys ,cotters spikesloose jaws ,fish plates ,fish bolts,ERC s,Rubber pads liners etc and keeping awaythe materials on cess /slope with out causing any infringements to the track,including crssing to the track wherever required including leading,loading and unloading,stacking the rails/sleepers at site at specified locations at a maximum lead of 500m ,transporting the released fittings/ fastenings to nominated railway depots using contracror's own vehicle and stacking them ",material‐vice ,classification‐vice at specified locations with all ascents ,descents taxes octroi ,cess ,fees ,duties ,all with contractor's machinerys,tools and plants ,consumables,labour,vehicle,crew,with all lead and lift etc ,complete as per special conditions/specifications/regularisation complete as directed by Engineer in charge.Note:1)Prior inventory of the P.Way material should be taken jointly by Railways and contractors respectives as per special conditions. 2)Rails and sleepers relaesed after dismantling shall be neatly stacked at site at specified loaction with a maximum lead of 500m.

300.00

85.00

1 M 25,500.00

( Rupees Eighty Five )


60


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

done under daylight hours .4)Rate quoted is for Bg track laid to 1540 density/km .5)Only 75 % above rate will bve apid in case of BG track laid to 1310 density/KM. 6) Extra 20% of rate will be made in case of dismantling of trap switches for extra effort.7) Extra 30% of rate will be made in case these item of work is directed to be done under TRAFFICE LINE BLOCK. 8)Extra 20% of rate will be made in case of dismantling of SEJs .9) Stage payments : a) 25% of rate ‐on completion of dismantling work. b)25% of rate‐on trucking released fittings/fastenings to nearest depot. c) 50% rate‐on proper taking and accounting of material in to ledger by Railways.Released rails and sleepers should be stacked at nominated locations and fiitings Pway depot and will have to be transported to the site of work by the contractor at his own cost.

27

216579

Painting of steel works of platform shelter/foot over bridges with two coats of contractor supply of aluminium paints to IS2339,over two coats of primer zinc chromate yellow primer to IS 104 followed by red oxide zinc chromate primer to IS 2074,including surface preperation with contractors paint ools&plants brushes consumables,scafolding arrangements etc complete with all lead lifts as directed by Engineer in charge.

120.00

0.00

1 M 0.00

( Rupees Zero )

DELETED


61


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

28

216580

Supplying and fixing of nose angles of size IS 50X50X6mm,fabricating the bottom of nagle with anchoring arrangements and fixing the same in to cement concrete steps for staircase with contractors labour,all lead and lift consumables etc complete as directed by the Engineer in charge.

200.00

400.00

1 M 80,000.00

( Rupees Four Hundred )


29

216581

Supplying and laying 16 to 20mm thick sadhavalli /similar type granite for flooring /cladding of approved colour and quality( polished ) with CM 1:3,20to 25mm thick over the existing subgrade /plaster including pointing of joints with required pigments including all lead ,lift with contractor's men &materials etc complete including cost of cement as directed by Engineer in Charge.

120.00

1,400.00

1 SET 1,68,000.00

( Rupees One Thousand Four Hundred )


2,25,94,325.00


Schedule J Departmental Value :

0.00

2,25,94,325.00

Schedule J Total :

Rupees in Words ( Rupees Two Crore Twenty Five Lakh Ninety Four Thousand Three Hundred and Twenty Five And




62


Annexure - II


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING



DETAILS OF ITEMS


Schedule 'K'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1a

216582

Transportation of Rails (new/released rails of length 13 m or less) /switches/crossings/check rails/SEJs/Glued Joint/Buffer stops/lifting barrier booms/Winches/and other similler items of any section/shape from single/scattered stacks located at mid section/yards/LCs/other road approachable locations or any other places by contractors trailors, close to the proposed location of use approachable by road, including loading/unloading from contractors road vehicles of any type using crane only‐ hauling up to 100 meters lead while loading/unloading wherever required, placing them away from track . NOTE:‐ 1) Contractor will be held responsible for any loss/ wastages/damage/unsatisfactory accountable and the cost of dameges will be recovered as per conditions.2) The tenderer shall note that the payment for each lead over and above 100 km lead is calculate cumulatively and paid through subsequent items.3) contractor shall arrange to transport P.Way materials envisaged in this items for any variation up to 25% of the cumulative total of the quantites furnished in the following item nos, irrespective of any variation in induvidual items. No claims will be entertained for any variation in any/all items while operating the items or transporting P.Way. items.a) For lead 0‐100 Kms.

4600.00

14.00

1 MTKM

64,400.00

( Rupees Fourteen )


63


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'K'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1b

216583

b) Extra for lead beyond 100 Kms‐upto 200 Kms

1000.00

7.00

1 MTKM

7,000.00

( Rupees Seven )


1c

216584

c) Extra for lead beyond 200 Kms‐upto500 Kms

3000.00

0.10

1 MTKM

300.00

( Rupees Zero And Paise Ten )


2a

216585

Transportation of P.Way fittings /fastenings / materials such as ERC/Liners/Rubber pads/Rail screws/Fish plates/fish bolts and nuts and other misc. P.Way fittings of any section and other similler items of any section/shape/type from any stations/scattered stacks located at mid section/yards/LCs/other road approachable locations or any other places by contractors trailors, close to the proposed location of use approachable by road, including loading/unloading from contractors road vehicles of any type , while loading/unloading wherever required, placing them away from track. NOTE:‐ 1) Contractor will be held responsible for any loss/ wastages/damage/unsatisfactory accountable and the cost of dameges will be recovered as per conditions.2) The tenderer shall note that the payment for each lead over and above 50 km lead is calculate cumulatively and paid through subsequent items.3) contractor shall arrange to transport P.Way materials envisaged in this items for any variation up to 25% of the cumulative total of the quantites furnished in the following item nos, irrespective of any variation in induvidual items. No claims will be entertained for any variation in any/all items while operating the items or transporting P.Way. items.

25.00

800.00

1 MT 20,000.00

( Rupees Eight Hundred )


64


Tender Ref No :-

RMMS/139

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'K'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

a) For a lead from 0 to 50 Kms.

2b

216586

b) Extra for lead beyond 50 Kms and up to 400 kms

8750.00

3.00

1 MTKM

26,250.00

( Rupees Three )


3

216587

Transporting and fixing at nominated places Engineering indicators from SE/Stores/MYS with contractor's vehicle, labour, tools & plants etc., complete and as directed by the Engineer‐in‐charge (one set consists of two stop/speed boards, two T/P and two T/G boards) including removing the same and handing over to the stores after completion of the work. Note:‐ 1) Stage payment: 50% will be paid after fixing the engineering indicators and balance 50 % will be paid after releasing the Engineering indicators & handing over to stores after completion of work.

4.00

4,000.00

1 NOS 16,000.00

( Rupees Four Thousand )


1,33,950.00


Schedule K Departmental Value :

0.00

1,33,950.00

Schedule K Total :

Rupees in Words ( Rupees One Lakh Thirty Three Thousand Nine Hundred and Fifty And Paise Thirteen ONLY )




65

Documents

74066 LOA Sch - swr.indianrailways.gov.in LO… · South WesternRailway(Construction) Annexure -I LOA No. W496/RMMS/139 Date : 05/01/2016 of UCC Code :74066 Name of Work : Ramanagarm