74098 LOA Schedule - swr.indianrailways.gov.in · ROB in lieu of LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels (Approach portion) with service

South Western Railway (Construction)

Annexure -I

LOA No. W496/UBL-LC1/01 Date : 29/02/2016 of UCC Code :74098

Print Date : 29/02/2016

Name of Work :

Hubli division: Hubli ‐ Guntakal section : Between Hubli ‐ Kusugal stations: Proposed construction of two lane ROB in lieu of LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels(Approach portion) with service roads with two subway of 4mx3m RCC box on either side of ROB, shifting ofminor bridge No.6 ( 2x1.2m dia RCC pipe.) Waterway bridge 2x6mx5m RCC box includingconstruction/dismantling of gate lodge, LC and temporary diversion of road (TWO PACKET SYSTEM)

Name of the Contractor : E0059 ‐ ESSVY CONSTRUCTIONS INDIA PVT.LTD.

ABSTRACT

Sl. No.

Departmental Value asper Tender

Contractor % ScheduleTotal

Schedule

Description

1

A

Items of works covered by USSOR 2011 62,44,519.17 +11% 69,31,416.28

2

B

Items of works pertains to Earthwork 1,08,90,203.40 Indv. Rate 1,08,90,203.40

3

C

Items of works pertains to Supply of Cement

2,19,30,636.00 Indv. Rate 2,19,30,636.00

4

D

Items of works pertains to Concrete works

3,06,10,370.00 Indv. Rate 3,06,10,370.00

5

E

Items of works pertains to Supply of Steel

4,18,46,320.00 Indv. Rate 4,18,46,320.00

6

H

Items of Collection & Supply of Ballast

4,96,000.00 Indv. Rate 4,96,000.00

7

I

Items of miscellaneous works 4,98,140.00 Indv. Rate 4,98,140.00

8

J

Items of miscellaneous works 8,89,33,900.00 Indv. Rate 8,89,33,900.00

Total Value : 20,21,36,985.68

Discount 0 % 0.00

20,21,36,985.68

Net Value :

( Rupees Twenty Crore Twenty One Lakh Thirty Six Thousand Nine Hundred and Eighty Five ONLY)

1

SOUTH WESTERN RAILWAY (CONSTRUCTION)

Annexure - II

Schedule of Items LOA No. W496/UBLLC1/01 Date 29/02/2016 of UCC 74098

Tender Ref No :-

UBL-LC1/01

Notice Date :-

Original LOA Schedule

14/09/2015

Project : 30574 ‐ ROB HUBLI‐KUSGAL IN LIEU OF LC NO.1

Dept : ENGINEERING

Name of the Work :Hubli division: Hubli ‐ Guntakal section : Between Hubli ‐ Kusugal stations: Proposed construction of two lane ROB in lieuof LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels (Approach portion) withservice roads with two subway of 4mx3m RCC box on either side of ROB, shifting of minor bridge No.6 ( 2x1.2m dia RCCpipe.) Waterway bridge 2x6mx5m RCC box including construction/dismantling of gate lodge, LC and temporarydiversion of road (TWO PACKET SYSTEM)


DETAILS OF ITEMS

Jurisdiction : USSOR 2011 ITEMS

Schedule 'A'

Rate

Amount

Sl. No.

Description of Items Quantity

Unit

USSOR/ Sys.code

1

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

4500.00

182.73

1 CUM 8,22,285.00

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

Contractor's % : 0 Discount : 0

2

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

400.00

237.64

1 CUM 95,056.00

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


3

192013

Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting

40.00

371.16

1 CUM 14,846.40

( Rupees Three Hundred and Seventy One And Paise Sixteen )


2


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

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 ( requiring blasting)

4

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

8.00

536.26

1 EACH 4,290.08

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


5

222250

Providing cast in situ plaques for bridge foundations details of size 45x45x5 cm in cement concrete 1:2:4 mix using 20mm hard stoneaggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smoth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing, etc. as a complete job

8.00

656.53

1 EACH 5,252.24

( Rupees Six Hundred and Fifty Six And Paise Fifty Three )


6

222300

Dewtering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours

125.00

23.58

1 HP HOUR

2,947.50

( Rupees Twenty Three And Paise Fifty Eight )


3


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

7

238050

Providing and applying 2.5mm thick road marking strips (retro‐reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer‐in‐charge and in accordance with applicable specifications

150.00

479.92

1 SQM 71,988.00

( Rupees Four Hundred and Seventy Nine And Paise Ninety Two )


8

222280

Supplying, spreading and filling coarse sand (No cohesive materials to be used) of approved quality including watering and ramming in foundation, plinth, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer‐in‐charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line, etc. complete with contractorãs labour, materials, tools and plant

1500.00

1,270.33

1 CUM 19,05,495.00

( Rupees One Thousand Two Hundred and Seventy And Paise Thirty Three )


9

181030

Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead. (Extra payment for scraping, cleaning and straightening of bars to be made separately)

100.00

810.58

1 CUM 81,058.00

( Rupees Eight Hundred and Ten And Paise Fifty Eight )


10

181023

Demolishing plain cement concrete including disposal of material within 50m lead : Dismantling concrete kerb stones/rail level platform stones /concrete beams / slabs or similar light structural parts/ stones without appreciable damage

500.00

597.53

1 CUM 2,98,765.00

( Rupees Five Hundred and Ninety Seven And Paise Fifty Three )


4


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

including stacking

11

182031

Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50m lead : Dry masonry

100.00

197.88

1 CUM 19,788.00

( Rupees One Hundred and Ninety Seven And Paise Eighty Eight )


12

032020

Providing and fixing precast M 15 grade cement concrete in string or lacing courses, coping, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, etc. upto floor two level, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required shuttering, centering complete ‐ excluding the cost of cement. (cast at site)

20.00

2,527.44

1 CUM 50,548.80

( Rupees Two Thousand Five Hundred and Twenty Seven And Paise Forty Four )


13

252020

Moorum

400.00

86.25

1 CUM 34,500.00

( Rupees Eighty Six And Paise Twenty Five )


14

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)

50.00

2,023.44

1 CUM 1,01,172.00

( Rupees Two Thousand Twenty Three And Paise Forty Four )


15

221050

Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with spalls on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Filter media to be paid separately under the relevant item)

100.00

950.84

1 CUM 95,084.00

( Rupees Nine Hundred and Fifty And Paise Eighty Four )


5


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

16

222020

300 mm thick (average) Dry stone flooring with boulders of not less than 35 kg each in weight , hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including the cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer

75.00

911.26

1 CUM 68,344.50

( Rupees Nine Hundred and Eleven And Paise Twenty Six )


17

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 )

25.00

451.19

1 CUM 11,279.75

( Rupees Four Hundred and Fifty One And Paise Nineteen )


18

192020a

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumping out water as required : All kinds of soils (corresponding to item no.192011)

500.00

36.55

1 CUM 18,275.00

( Rupees Thirty Six And Paise Fifty Five )


19

192020b

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumping out water as required : Ordinary rock (corresponding to item no 192012)

20.00

47.53

1 CUM 950.60

( Rupees Forty Seven And Paise Fifty Three )


6


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

20

192020c

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumping out water as required : Hard rock (requiring blasting) (corresponding to item no 192013)

10.00

74.23

1 CUM 742.30

( Rupees Seventy Four And Paise Twenty Three )


21

192020d

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumping out water as required : Hard rock (blasting prohibited) (corresponding to item no.192014)

10.00

90.24

1 CUM 902.40

( Rupees Ninety And Paise Twenty Four )


22

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.

680.00

178.76

1 CUM 1,21,556.80

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


23

192030

Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40 mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer

1075.00

1,538.08

1 CUM 16,53,436.00

( Rupees One Thousand Five Hundred and Thirty Eight And Paise Eight )


24

111012

12 mm cement plaster of mix ‐ : 1:6 (1cement: 6fine sand)

100.00

75.31

1 SQM 7,531.00

( Rupees Seventy Five And Paise Thirty One )


7


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

25

182013

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead : In cement mortar

30.00

469.56

1 CUM 14,086.80

( Rupees Four Hundred and Sixty Nine And Paise Fifty Six )


26

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.

60.00

3,030.35

1 CUM 1,81,821.00

( Rupees Three Thousand Thirty And Paise Thirty Five )


27

185010

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts in CC or masonry etc. complete and stacking within 50m lead

5.00

121.40

1 EACH 607.00

( Rupees One Hundred and Twenty One And Paise Forty )


28

183062

Dismantling including stacking of serviceable material and disposal of unserviceable material within 50m lead : Bituminous top layer of road

5000.00

98.72

1 SQM 4,93,600.00

( Rupees Ninety Eight And Paise Seventy Two )


29

252390

Stone Boulder Weighing minimum 35 Kg Each

150.00

455.40

1 CUM 68,310.00

( Rupees Four Hundred and Fifty Five And Paise Forty )


8


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

62,44,519.17

(No. of Items 29 ONLY)

Schedule A Departmental Value :

6,86,897.11

ABOVE 11 %

69,31,416.28

Schedule A Total :

Rupees in Words ( Rupees Sixty Nine Lakh Thirty One Thousand Four Hundred and Sixteen And Paise Twenty Seven

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

Signature of Agency Date :

Agency Adress: PLOT NO.68, FIRST FLOOR RADHASWAMY COLONY, SIKH ROAD, SIKH VILLAGESECUNDERABAD

9


Annexure - II


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING

Name of the Work :Hubli division: Hubli ‐ Guntakal section : Between Hubli ‐ Kusugal stations: Proposed construction of two lane ROB in lieuof LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels (Approach portion) withservice roads with two subway of 4mx3m RCC box on either side of ROB, shifting of minor bridge No.6 ( 2x1.2m dia RCC pipe.) Waterway bridge 2x6mx5m RCC box including construction/dismantling of gate lodge, LC and temporarydiversion of road (TWO PACKET SYSTEM)


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.

45000.00

61.20

1 CUM 31,39,560.00

( Rupees Sixty One And Paise Twenty )

SPECIAL CASE RATES. Any increase in quantity beyond agreement quantity under these items rate may be negotiated. This rate not to be taken as reference for future tenders.


10


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

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.

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

300.00

78.00

1 CUM 26,676.00

( Rupees Seventy Eight )


11


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

the full block section or identified length is completed in all respects and handed over.

3

EW2‐201

Earth work in filling with cut spoils: Earthwork in embankments for making formation with Railways usable cut spoils excavated from cuttings in speciofied layers not exceeding 300 mm in thickness with lead and lifts including rehandling, transportation, unloading & spreading in layers, benching of slopes, sectioning to profile including removing all trees, bushes, debris, constructions, etc., from the site with contractor`s vehicles, machinery, labour, consumables etc., complete as per technical specifications & special conditions and as directed by Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only (ii) The rate includes testing of cut spoil for parameters to assess the suitability for use in embankments which shall be done for every 10000 cum and/or for every change of layer characteristics. (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. (v) Formation width at top shall be

1000.00

52.50

1 CUM 59,850.00

( Rupees Fifty Two And Paise Fifty )


12


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

made with 500mm extra on either side initially and after compaction be cut to standard profile. No extra payment shall be made for this purpose. If the extra width as above is not made at any single location of less than 100 m length, payments due shall be reduced by 5 percent for that entire 100 m stretch. (vi) For leads upto 500m from the spot of release, accepted rates shall apply. For leads beyond 500 m and upto 1 km, 5 percent extra over the accepted rates shall be paid. For all leads beyond 1 km and irrespective of any extent further, another 5 percent over the accepted rates shall be paid and no ther compensation will be eligible.

4

EW2‐202

Earth work in filling with COE: Earthwork in embankment in making formation with contractors own earth of approved quality in specified layers not exceeding 300mm thickness from approved earth quarries outside railway limits in all soils with loading, unloading, all lead and lifts, rehandling, transportation, spreading in layers, benching of slopes, sectioning to profile, clearing of debris/garbage/ vegetation/shrubs etc., in the railway alignment using contractor's vehicles, machinery, labour, consumables etc., as per technical specification & special conditions and as directed by Engineer‐in‐charge. Note: (i) Payment shall be made based on cross section measurement only. (ii) The rate includes all charges, taxes, royalty, seignorage etc., and for pretesting of soil quality at quarry for every 20000 cum or change of layer and testing at site for

48500.00

126.60

1 CUM 69,99,714.00

( Rupees One Hundred and Twenty Six And Paise Sixty )


13


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

every 5000 cum or change of layer for assessing the suitability of the soil for use in embankments and all other tests as specified in the specifications. (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 prefectly 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 identitifed length is completed in all respects and handed over. (v) Only soils of category I or II or III or IV as per clause 15 of Technical Specifications is permitted. Payment for category III will be reduced by 5 percent and for cateogory IV will be reduced by 10 percent of the accepted rates. Accepted rates apply to soil with PI upto 7. For PI beyond 7 and upto 20, a further reduction of 10 percent in accepted rates shall apply. Use of category V soil as per clause 15 of Technical Specifications is banned. (vi) Formation width at top shall be made with 500mm extra on either side initially and after compaction be cut to standard profile. No extra payment shall be made for this purpose. If the extra width is not made at any single location of less than 100 m length, payments due shall be reduced by 5% for that entire 100 m stretch.

14


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

5

EW2‐301

Mechanical compaction of earth work: Mechanical compaction of embankment, approaches to bridges etc., in specified layers using specified capacity vibratory power rollers as per type of soil, to achieve specified dry density of earth/other material using contractor`s power rollers, tools and plants, consumables, labour, watering etc., all complete as per specification & special conditions and as directed by Engineer‐in‐charge. Note: If any other roller or other equipment is used for compaction, payment for the complete layer shall be reduced by 20 percent of the accepted rate for mechanical compaction.

48500.00

10.50

1 CUM 5,80,545.00

( Rupees Ten And Paise Fifty )


6

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.

50.00

478.00

1 CUM 27,246.00

( Rupees Four Hundred and Seventy Eight )


15


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

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 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.

7

EW1‐304

Fixing reference pegs: Striking out of centre line of railway alignment using total station or any other latest survey equipment and fixing centre line pegs of adequate size with Railway's tie bars/cut rails at every 100m on straight and 25m incurves, at bridges etc., with contractors surveyor, equipment, all consumables, labour etc. Note : (i) The reference pegs shall be fixed along the alignment at appropriate locations to provide information for execution of

200.00

154.30

1 EACH 35,180.40

( Rupees One Hundred and Fifty Four And Paise Thirty )


16


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

formation, bridges, ballasting and linking of track throughout the period of construction. (ii) Contractor is responsible for maintaining the reference pegs including shifting in case of shifting of alignment or to facilitate construction. (iii) The reference pegs shall be usable as temporary bench marks wherever required.

8

DD1‐101

Plotting initial levels: Computer Plotting of the theoretical cross section profile based on the initial levels of ground, recorded in the level books for cuttings/embankments at intervals of 25m or less including computation of theoritical profile/quantities duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer‐in‐charge. Note: i) Plottings and calculations are to be submitted to Railway in 3 sets. (ii) One cross section in one A4 size sheet is required.

2.00

4,700.00

1 KM 10,716.00

( Rupees Four Thousand Seven Hundred )


9

DD1‐102

Plotting final levels: Computer plotting of the theoretical & actual final finished cross section profile, duly indicating different type of strata available/ excavated in the x‐section, based on the final levels recorded in the level books for banks/ cuttings at intervals of 25mor less, including computation of theoritical/actual quantities done as per classification of different types

2.00

4,700.00

1 KM 10,716.00

( Rupees Four Thousand Seven Hundred )



17


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'B'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

of soil/blanketing material as certified by Engineer‐in‐charge duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer‐in‐charge. Note: i) Plottings and calculations are to be submitted to Railway in 3 sets ii) One cross section in one A4 sheet is required. iii) For embankments, computation of different soils viz., cut spoils, contractor's own earth, blanketing material are to be shown separately as per measurement recorded.

1,08,90,203.40


Schedule B Departmental Value :

0.00

1,08,90,203.40

Schedule B Total :

Rupees in Words ( Rupees One Crore Eight Lakh Ninety Thousand Two Hundred and Three And Paise Forty ONLY )




18


Annexure - II


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING

Name of the Work :Hubli division: Hubli ‐ Guntakal section : Between Hubli ‐ Kusugal stations: Proposed construction of two lane ROB in lieuof LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels (Approach portion) with service roads with two subway of 4mx3m RCC box on either side of ROB, shifting of minor bridge No.6 ( 2x1.2m dia RCCpipe.) Waterway bridge 2x6mx5m RCC box including construction/dismantling of gate lodge, LC and temporary diversion of road (TWO PACKET SYSTEM)


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.

3325.00

6,342.00

1 T 2,19,30,636.00

( Rupees Six Thousand Three Hundred and Forty Two )



19


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'C'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

2,19,30,636.00


Schedule C Departmental Value :

0.00

2,19,30,636.00

Schedule C Total :

Rupees in Words ( Rupees Two Crore Nineteen Lakh Thirty Thousand Six Hundred and Thirty Six And Paise Twenty




20


Annexure - II


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING



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

460.00

2,500.00

1 CUM 13,68,500.00

( Rupees Two Thousand Five Hundred )


21


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

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 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, providingnormal/approved expansion joints

650.00

2,600.00

1 CUM 20,11,100.00

( Rupees Two Thousand Six Hundred )


22


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

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 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

23


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

contractor at his cost.(8) Rate includes placing of concrete in position for all heights by 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/

5150.00

3,600.00

1 CUM 2,20,62,600.00

( Rupees Three Thousand Six Hundred )


24


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

and as directed by the Engineer‐in‐charge. Plant produced Ready‐mix concrete shall be used only with the 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,

25


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

clamps/anchors etc., as required/ as per designs shall be arranged by the Contractor at his cost. (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 heights by manual/concrete pump/crane etc.,

4

BRGL3

Supply, fabricating and fixing of gratings for inspection chambers, inspection ladders, platforms, hand railing on bridges, Box girder doors etc., to facilitate inspection/locking with contractorãs M.S rods/ plates/ flats/ pipes of appropriate sizes including anti‐corrosive painting and providing anchorage, locking arrangement as required complete with all lead, lift, transport, consumables, labour, tools & plants etc., complete and as directed by the Engineer‐in‐charge.

3.00

46,000.00

1 T 1,64,220.00

( Rupees Forty Six Thousand )


5

BRPL1A

Providing and installing 1000mm/600mm dia RCC cast‐in‐situ BORED PILES using Rotary/ Conventional method of drilling in

400.00

4,800.00

1 RM 22,84,800.00

( Rupees Four Thousand Eight Hundred )


26


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

all kinds of soils and rock (including boulders, soft, weathered or hard rock) duly providing Contractor's M35/M40 grade concrete (with 20mm size graded stone aggregate and all other materials including admixtures as required), including fabricating and fixing in position reinforcement gauge as per designs/drawings, removing/chipping off latience and concrete above cut off level for a depth upto 1.0 M of the pile top, protection arrangements for the bore hole as required for various types of soil (except for providing permanent M.S.liners in very loose soils) with all lead, lift, transport, materials, consumables, tools & plant, labour etc., complete as per specifications and as directed by the Engineer‐in‐charge. (Per running metre of pile depth to be quoted) (a) 1000 mm dia RCC pile in M35/M40 Concrete in all soils including weathered rock including through boulders/ obstructions. NOTES:‐ (1) Rates include cost of all operations and cost of all materials including temporary liners and other protection as required but excluding cement and reinforcement steel and permanent M.S liners in very loose soil. Reinforcement steel, cement (including 10% extra cement for under water concreting) and permanent M.S liners will be paid under other relevant schedules at the discretion of the Engineer‐in‐charge. Pile measurement for payment will be upto cut off level only. (2) Piles shall be provided with proper shoe/base to rest properly on rock/ soil as designed. Rates include cost of bedding and seating the piles on hard rock, wherever

27


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

specified, with a minimum of 1.0m anchorage as specified. However, hard rock blasting required, if any, will be paid separately under other relevant schedules at the discretion of the Engineer‐in‐charge.

6

BRPL2A

Supplying, fabricating, driving and placing in position permanently 6mm thick M.S.Liners including cutting, bending, welding and fabricating with Contractor's 6mm thick M.S.Sheets as necessary for RCC piles of 1000/600mm dia with all lead, lift, transport materials, consumables, tools & plant, labour including operation of rig/machinery for driving etc., complete as per specifications and as directed by the Engineer‐in‐charge.(per running metre of liner depth to be quoted) (a) 6mm thick M.S.liners for 1000mm dia RCC piles. NOTES:‐ (1) Rate is payable for the liner depth used only and does not include wastage of any material involved and no extra rate/compensation is payable in this regard.

240.00

7,000.00

1 RM 19,99,200.00

( Rupees Seven Thousand )


7

BRPL1C

Providing and installing 1000mm/600mm dia RCC cast‐in‐situ BORED PILES using Rotary/Conventional method of drilling in all kinds of soils and rock (including boulders, soft, weathered or hard rock) duly providing Contractor's M35/M40 grade concrete (with 20mm size graded stone aggregate and all other materials including admixtures as required), including fabricating and fixing in position reinforcement gauge as per designs/drawings, removing/chipping off latience and

25.00

5,500.00

1 RM 1,63,625.00

( Rupees Five Thousand Five Hundred )


28


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

concrete above cut off level for a depth upto 1.0 M of the pile top, protection arrangements for the bore hole as required for various types of soil (except for providing permanent M.S.liners in very loose soils) with all lead, lift, transport, materials, consumables, tools & plant, labour etc., complete as per specifications and as directed by the Engineer‐in‐charge. (Per running metre of pile depth to be quoted) (c) 1000mm dia RCC pile in M35/M40 Concrete in hard rock. NOTES:‐ (1) Rates include cost of all operations and cost of all materials including temporary liners and other protection as required but excluding cement and reinforcement steel and permanent M.S liners in very loose soil. Reinforcement steel, cement (including 10% extra cement for under water concreting) and permanent M.S liners will be paid under other relevant schedules at the discretion of the Engineer‐in‐charge. Pile measurement for payment will be upto cut off level only. (2) Piles shall be provided with proper shoe/base to rest properly on rock/ soil as designed. Rates include cost of bedding and seating the piles on hard rock, wherever specified, with a minimum of 1.0m anchorage as specified. However, hard rock blasting required, if any, will be paid separately under other relevant schedules at the discretion of the Engineer‐in‐charge.

8

BRPL3

Conducting and pile load test on a 600mm to 1200 mm pile duly creating all loads and providing all staging and instrumentation, with

500.00

380.00

1 T 2,26,100.00

( Rupees Three Hundred and Eighty )


29


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

all lead, lift, transport, materials, consumables, tools & plant, labour etc., complete as per specifications and as directed by the Engineer‐in‐charge. (per metric tonne (t) of loading to be quoted). NOTES:‐ (1) Single rate shall apply for all piles of any dia metre. Rate includes cost of all materials, operations, instrumentations, technical works etc., and disposing of all wastematerials away from the site appropriately. (2) Testing shall be done as per IS 2911 specifications or as directed by the Engineer‐in‐charge duly creating all necessary loads which will be in the range of 300‐600 t depending upon the designs. All loads may be created with available local material or any other at the cost of the contractor. (3) Loading calculations and procedure shall be submitted by the Contractor in advance and got approved. Report shall be submitted by the contractor after the test in a proper format specifying the calculations for loads, deflections and other parameters (specified and actual) as per relevant specifications.

9

BRGL2

Supplying and providing special type of Elastomeric strip seal type Expansion joints capable of movement of +/‐ 40mm to 60mm complete as per drawing/as per specifications in bridges with PSC BOX/ I or U girders for the complete width of the deck slab as per approved drawings/ specifications with contractorãs steel, dowels, plates, rubber pads, elastomers,

25.00

10,800.00

1 RM 3,21,300.00

( Rupees Ten Thousand Eight Hundred )


30


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

bitumen and other material, including fabrication, galvanising and fixing with all lead, lift, transport, consumables, labours, tools & plants etc., as directed by the Engineer‐in‐charge. (per running metre length of expansion joint to be quoted) NOTE: (1) Rate shall include all materials, operations, etc., except cement which will be paid for separately. (2) All tests as required shall be carried out by the contractor at his cost.

10

BRGL4

Drilling of 25mm/40mm dia holes in concrete/stone masonry/hard rock underground/over ground, to a depth of 400mm for dowelling/ anchoring including fixing of steel dowels/angles/flats and grouting with cement mortar (1:3) with Contractors all materials, drilling equipment, lead, lift, labour, transport, tools & plant, consumables, etc., complete (excluding cement & steel) as per specifications and as directed by the Engineer‐in‐charge. NOTES:‐ (1) Rate includes all materials, operations etc., excluding cement and steel, which will be paid under other relevant schedules.

50.00

150.00

1 EACH 8,925.00

( Rupees One Hundred and Fifty )


31


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

3,06,10,370.00


Schedule D Departmental Value :

0.00

3,06,10,370.00

Schedule D Total :

Rupees in Words ( Rupees Three Crore Six Lakh Ten Thousand Three Hundred and Seventy And Paise Thirty ONLY )




32


Annexure - II


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING



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

800.00

51,790.00

1 T 4,18,46,320.00

( Rupees Fifty One Thousand Seven Hundred and Ninety )



33


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'E'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

for any wastages. Quantity will be calculated for nominal diameter of the bars using standard weights per 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.

4,18,46,320.00


Schedule E Departmental Value :

0.00

4,18,46,320.00

Schedule E Total :

Rupees in Words ( Rupees Four Crore Eighteen Lakh Forty Six Thousand Three Hundred and Twenty And Paise Forty




34


Annexure - II


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING

Name of the Work :Hubli division: Hubli ‐ Guntakal section : Between Hubli ‐ Kusugal stations: Proposed construction of two lane ROB in lieuof LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels (Approach portion) with service roads with two subway of 4mx3m RCC box on either side of ROB, shifting of minor bridge No.6 ( 2x1.2m dia RCCpipe.) Waterway bridge 2x6mx5m RCC box including construction/dismantling of gate lodge, LC and temporarydiversion of road (TWO PACKET SYSTEM)


DETAILS OF ITEMS


Schedule 'H'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

BA12‐1A

Collection, Supply and stacking of MACHINE CRUSHED 50mm hard, durable, graded angular, cubical graded stone ballast of Granite geological variety, conforming to Railway specifications at specified Depots and/or on cess/formation along the alignment at places within the railway limit including making of approach roads , crossing of railway line/nallahs/any obstructions, clearing of shrubs/bushes/rubble, making the ground level, preparing stacking area, handling/rehandling where ever required, observing all safety precautions, furnishing test reports of ballast samples at each stage of measurements, assisting railways in measurement of stacks and sieve analysis and tests, numbering stacks, sprinkling lime after measurement and resprinkling whenever necessary for identification, including Seignorage /Royalty charges , sales tax and any other taxes /octroi /duties leviable by the local bodies/State /Central Govt. with the contractor's material, labour, crew, tools, plant, machinery , rail/road vehicles, consumables, with all ascents, descents, lead, lift, etc., complete as per special conditions, specifications and regulations and as directed by the Engineer‐in‐Charge. a) For supply along the alignment between Km.... to Km...... NOTES: 1.1 Each tenderer at the time of tendering shall submit the test report of ballast for impact

400.00

992.00

1 CUM 4,96,000.00

( Rupees Nine Hundred and Ninety Two )


35


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'H'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

value, abrasion value and water absorption value from railway laboratories or approved laboratories mentioned in tender document in accordance with the Railway specification and IS codes as per provision of "Specification of Track Ballast, IRS‐GE‐1, failing which the offer is liable to be rejected. Test report shall indicate the name of the quarry from where the sample is submitted. 1.2 Tenderer shall submit along with offer, adequate proof of having made sufficient arrangements by way of tie up of either existing quarries or new quarries intended to be setup for timely supply of ballast. 1.3 The tenderer shall also furnish an undertaking that the ballast supply at all times will conform to Specification for track Ballast as specified by Railways. 1.4 Ballast's sample should satisfy the following physical properties in accordance with IS 2386 Pt‐IV‐1963 when tested as per the procedure laid down in Specification of Ballast IRS‐GE‐1 June 2004 and amended from time to time. Abrasion Value ‐ 30% maxImpact Value ‐ 20% maxWater absorption ‐ 1%. 1.5 Ballast should satisfy the following size and gradation: a) Retained on 65mm sq mesh sieve ‐ 5% Maximumb) Retained on 40mm sq mesh sieve ‐ 40% to 60%c) Retained on 20mm sq mesh sieve ‐ Not less than 98%. 1.6 In case gradation of ballast in a stack does not conform to required

36


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'H'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

gradation, payment for the stack will be reduced as below: i) In case ballast retained on 65mm sieve exceeds 5% but does not exceed 10% payment at 5% reduction in agreement rate shall be made for full stack. ii) In case ballast retained on 40mm square mesh sieve exceeds 60% limit prescribed payment at the following reduced rates shall be made for the full stack in addition to the reduction worked out at (i) above. a) 5% reduction in agreement rates if retention on 40mm sq.mesh sieve is between 60% (excluding) and 65% (including). b) 10% reduction in contracted rates if retention on 40mm sq. mesh sieve is between 65% (excluding) and 70% (including). iii) In case retention on 40mm square mesh sieve exceeds 70%, the stack shall be rejected. 1.7 Ballast in the satck, deviating in size and gradation shall be rejected under any of the following: i) Retention on 65mm square mesh sieve is more than 10%.ii) Retention on 40mm square mesh sieve is more than 70%.iii) Retention on 40mm Sq.mesh sieve is les than 40%.iv) Retention on 20mm square mesh sieve is less than 98%. 1.8 All reduction in payments as above shall apply over the agreemental rates. 1.9 The contractor shall have no claims whatsoever for the reduced rates of p

37


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'H'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

4,96,000.00


Schedule H Departmental Value :

0.00

4,96,000.00

Schedule H Total :

Rupees in Words ( Rupees Four Lakh Ninety Six Thousand And Paise Forty Nine ONLY )




38


Annexure - II


Tender Ref No :-

UBL-LC1/01

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

000725

Lifting of track including points and crossings trap switches etc., on PSC/CST‐9/Wooden sleepers manually UNDER TRAFFIC CONDITIONS to a lift of 75mm at atime with one round of packing using the dumped moorum / earth / at each stage of lifting including providing ramp at each stage wherever required for allowing the traffic at restricted speed without disturbing the alignment of through track etc., complete and as directed by the Engineer‐in‐charge. The lifting of track by moorum is only upto the proposed formation level. a) Main line track upto a max lift of 1250mm.

400.00

120.00

1 M 48,000.00

( Rupees One Hundred and Twenty )


2

216270

Removing the existing p‐way with psc/wooden/steel sleepers with all fittings and fastening and stacking along side the track without any damage and relaying the same after complection of the work with correct spacing and alignment and as directed by the engineer incharge with all lead and lift etc. complete(all labour,materail, tolls and plants,etc are to be supplied by the tenderer /contractor only at is own cost)

150.00

140.00

1 TRM 21,000.00

( Rupees One Hundred and Forty )

SPECIAL CASE RATES. Any increase in quantities beyond agreement quantities of these items rate may be negotiated. Rates for such items shall not to be taken as reference for future tenders


3

216271

Removing of existing ballast,screening and collecting the same into gunny/polythene bags and stacking at the nominated locations and dumping the same

150.00

150.00

1 TRM 22,500.00


SPECIAL CASE RATES. Any increase in quantities beyond agreement quantities of these items rate may be negotiated. Rates for such items shall not

39


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

the RCC box in position and as directed by the engineer in charge with all lead and lifts complete (All labour ,materials ,tools and plants etc are to be supplied by the tenderer / contractor only at his own cost)

to be taken as reference for future tenders


4

216274

Lifting, packing, aligning & gauging of track portion after laying of pre casted RCC boxes in order to maintain the track, and approaches & cess with in the safety range and relax the speed restriction.

90.00

1,600.00

1 DAY 1,44,000.00

( Rupees One Thousand Six Hundred )



5

007482

Fusion welding of rails joints in main line, loop line and in points and crossings including for glued joints and SEJ, carrying out ancillary works in SKV welding for conversion of free rails into SWR/LWR/CWR such as removal of fish plates, clearing of rails ends with wire brush and kerosene oil, renewal of sleeper if required, fittings, pulling of rails to required gap at joints, respacing joining sleepers for fixing weld, mould in position, aligning, lifting, levelling of rail ends as directed by the Engineer and trimming of the extra metal by double weld trimmer and filling weld by profile girder so as to satisfy the requirement of finish as per manual or fusion welding to the specifications No.T‐19‐1984 and asper alumino Thermit welding manual 1988 and LWR manual 1996 and LWR manual 1996 with latest corrections upto date including respacing, repacking the joint sleeper with one rough packing and painting the collor of welded joint with two coats of bituminious black paint to IS Specification as per the procedure indicated in RDSO's Lr.No.M&C/FCN/P/1480 dated 31.3.89 Para (2) and as directed by the Engineer, driving back to the

50.00

1,200.00

1 JOINT 60,000.00

( Rupees One Thousand Two Hundred )


40


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

position with liners, pandrol clips, rubber pads, fish plate and bolts etc., and giving one through packing of respaced joint sleepers as directed by the Engineer and marking the welding joint number with steel punch of 5mm size on the non‐gauge face of rail head under non‐traffic condition by Alumino Thermit SKV process (in accordance with the terms of this contract and the IRS Specification for the work) on the UP main line , DN Main line and loop lines between Hospet ‐ Tornagallu section, and Bellary yard. All welding tools, plants and equipments and consumables whether imported or indigenous required for the work and sand of requisite quantity and quality along with necessary pre‐fabricated moulds including the required quantity of petrol are to be arranged by the contractor. The contractor is required to make available for use at the work spot at his cost his own tools and plants required for the process including small tools such as hammer and chisels, hot and cold sets and to provide the service of competent supervisors whose salaries and incidental expenses are to be borne by the contractor.For Conversion of 52 kg 90 UTS rails.

6

043283

Dismantling of rail barricading and stacking of released materials in the yard including loading leading with contractor's labour tools plants etc complete and as per the instructions of Engineer ‐in ‐charge at site.

150.00

500.00

1 T 75,000.00

( Rupees Five Hundred )


7

043027

Providing speed brakers of 3.66M width along the length of the Road on either side approach of Level crossings as shown in the Drg No. GM/W/SC/SK/219 with CC 1:2:4 mix using Contractors 20mm metal

100.00

0.00

1 RM 0.00

( Rupees Zero )

DELETED


41


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

and cement etc.including all operations such as mixing concrete and sppreading on the road at the location indicated by the Engineer to the shape and length with all contractor's material,tools,plant with all lead and lift complete to the Railway drawing and specifications and as directed by the Engineer in charge.

8

214610

Transportation of various p‐way materials such as rails,points and crossing,switches,SEJ,Glued joints,Buffer stops,liftsing barrier booms winch and other similar items from any store/locations in S.W.Railways with contractor's trailers,machinery,consumables,tools and plants.loading and unloading,lead and lift etc, complete and as directed by Engineer‐in ‐charge(This item will be operated for the items transported by

50.00

500.00

1 TONNE

25,000.00

( Rupees Five Hundred )


9

031912

Gas cutting of any section of rail posts/ gate leaves which are infringing the BG dimensions, transporting the released material to nominated locations & stacking as per instructions of Engineer‐in‐Charge.

50.00

60.00

1 EACH 3,000.00

( Rupees Sixty )


10

000644

Fabrication and fixing of check rails for trolley path/level crossing with 52 kg/90R rails on PSC sleeper duly drilling of holes in PSC sleepers 16mm dia as directed for fixing check rails with all operations such as cutting,bending the 52 kg/90R rails to the proper size alongwith fixing contractors grip expansion bolt and nut and heavy duty washers as per drawing No.302/04/R of size 16x140x150

30.00

300.00

1 M 9,000.00

( Rupees Three Hundred )


42


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

11

001290

Assembling and laying SEJ with 52 Kg/90R rails with special type PSC sleepers as per RDSO drawing including cutting the track by mechanical saw and laying the assembled SEJs at correct location alongwith closure rail as per SEJ Drg.No.RDSO/T‐4160 complete with all lead and lift and as directed by the Engineer‐in‐charge.Note : 1) All the materials indicated in the assembly drawing will be supplied free by the railways except angle 50x50x5mm, which has to be arranged by the contractor and all other material, tools and plants for the work will have to be procured by the contractor at his cost.2) all the p.way material required for the work shall be supplied by the railway at the store and the contractor shall make his own arrangement to lead the material to the workspot at his cost.3) One set consists of 2 nos. of SEJs

4.00

8,000.00

1 SET 32,000.00

( Rupees Eight Thousand )


12

001305

Fixing of 52 Kg/90R rail SEJ reference pillar ‐ 1.20m to 1.50m length for LWR including cutting of rail to required length, execution to the required depth, fixing concreting with 1:2:4 mix 30cmx30cmx60cm (30cm below ground level and 30cm above ground level) painting, chiesel marking on the top of rail post and paint marking on the non‐gauge face side of rail on the track as directed by engineer‐in‐charge with contractor labour, tools and plants, paints, cement, sand, aggregate etc., complete. (Rails will be supplied at specified depot)

24.00

360.00

1 SET 8,640.00

( Rupees Three Hundred and Sixty )


13

216267

Destressing of LWR/CWR with hydraulic destressor(tensor) or otherwise at the desired rail temperature duly carrying out all the operations stipulated in LWR manual and as directed by the

2000.00

25.00

1 TRM 50,000.00

( Rupees Twenty Five )


43


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'I'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

Engineer‐in‐charge with contractor's labour, tools, tensors, rollers etc., required for the work as per LWR manual.NOTE 1)Sufficient number of men required for destressing each LWR/CWR shall be employed by the contractor at site.2) Payment shall be per metre of track.

4,98,140.00


Schedule I Departmental Value :

0.00

4,98,140.00

Schedule I Total :

Rupees in Words ( Rupees Four Lakh Ninety Eight Thousand One Hundred and Forty And Paise Forty Nine ONLY )




44


Annexure - II


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING

Name of the Work :Hubli division: Hubli ‐ Guntakal section : Between Hubli ‐ Kusugal stations: Proposed construction of two lane ROB in lieuof LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels (Approach portion) withservice roads with two subway of 4mx3m RCC box on either side of ROB, shifting of minor bridge No.6 ( 2x1.2m dia RCC pipe.) Waterway bridge 2x6mx5m RCC box including construction/dismantling of gate lodge, LC and temporarydiversion of road (TWO PACKET SYSTEM)


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

216280

Supply and fabrication of structural steel Bowstring girder as per RDSO Drg No.RDSO/B‐10407 for Road over bridge of clear span 36.0 as per the approved drawing and using contractors supply of steel for fabrication of main girder should confirm with high tensile Fe 410 & 490 grade (Weldable quality) steel from SAIL/TATA/JINDAL/RINL as per IS 2062‐2011 grade B & C fully killed along with the proper test report, both physical chemical and fabrication of steel girders at work shop as per relevant IRC/IRS codes and specification using submerged arc welding/Co2 welding/manual metal arc welding with approved welding rods/Co2 gas, Bolts and nuts and rivets for connection of splice joints using high tensile steel/mild steel material and as per IS 1149/1148 and for inspection as per IS‐822, the fabricated girder to be transported to bridge site with contractors own tailor/truck labour, crane etc at the cost of firm fabrication is carried out in the work shop complete assembled at site before launching as directed by the Engineer‐in‐charge. Payment conditions 1. 50% of rate on supply of steel against bank guarantee,for fabrication is done at contractor workshop. 2. 30% of rate after complete fabrication carried at work shop in all respects including drilling holes, sand blasting an done coat of painting at workshop. 3) 20% of rate after completion and transport fabricated girder to the site of work including assembling

140.00

1,11,000.00

1 T 1,55,40,000.00

( Rupees One Lakh Eleven Thousand )



45


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

site of work to the satisfy of Engineer ‐in‐charge.(sand blasting and painting will be paid separately). NOTE 1)contractor has to engage 3rd party as a consultant/Inspection of fabricated girder like BHEL/TPJ.& BARC 2) No payment towards wastage/loss of steel section is permitted.

2

216281

Launching the Railway Steel Girder assembled/pieces in the span of ROB over the trussel beam of existing piers with contractors own method and arrangements duly approved by Railways at an height of approximately at an height of 6.5m above rail level, OHE power line in restricted time limit under power and loine block in day and night time duly arranging temporary supporting arrangement lighting arrangement if required labour crane crew consumables erection tools and plant etc. complete as directed, OHE lines will be lowered up to a height of 1m below the bed block level. The rate for this item ofr work includes the cost of supply of steel fabrication and cost of erection of temporary staging including foundation work is to be borne by the contractor any additional staging for the purpose of launching and fabrication needed during the course of work will have to be done by the contractor at his own cost the steel cribs from the railways will be issued to the extent available at the standard hire charges. The steel cribs will have to be transported to the site and to be returned to PWI/Stores at contractors cost.Payment Condition (1). 20% of rate after submission and approval of design and drawing of launching scheme. (2). 50% of rate after successful launching including bolt and nuts and rivets. (3).30% of rate after completion of balance work

140.00

20,000.00

1 T 28,00,000.00

( Rupees Twenty Thousand )


46


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

after final coat of painting. (_Painting will be paid separately under relevant item). Note Contractor should submit the design and drawing for l;launching scheme for approval before launching.

3

057612

Conducting non‐destructive tests on butt and fillet welds as per IS codes by Radiography/Ultrasonic, Magnetic particle test and dye Penetration tests by approved agency and submitting the proper test report to the department duly certification by the approved agency with contractor, labour, materials, tools and plants including leading loading and unloading etc complete as directed by the Engineer‐in‐charge. a)D.P.Test

350.00

640.00

1 MTR 2,24,000.00

( Rupees Six Hundred and Forty )


4

066109

Conducting non‐destructive tests on butt and fillet welds as per IS codes by Radiography/Ultrasonic, Magnetic particle test and dye Penetration tests by approved agency and submitting the proper test report to the department duly certification by the approved agency with contractor, labour, materials, tools and plants including leading loading and unloading etc complete as directed by the Engineer‐in‐charge. a)U.T.Test

120.00

0.00

1 NOS 0.00

( Rupees Zero )

DELETED


5

066110

Conducting non‐destructive tests on butt and fillet welds as per IS codes by Radiography/Ultrasonic, Magnetic particle test and dye Penetration tests by approved agency and submitting the proper test report to the department duly certification by the approved agency with contractor, labour, materials, tools and plants including leading

20.00

2,400.00

1 NOS 48,000.00

( Rupees Two Thousand Four Hundred )


47


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

loading and unloading etc complete as directed by the Engineer‐in‐charge. a)R.T.Test (film 300mm long)

6

068594

Supplying, fabricating and erection like cross beam, bracings, gussets and shear connectors for Road over Bridge of span 36m clear with contractor's supply of steel confirming to Fe410 grade to IS 2062/2006 grade 'B' fully killed as per approved drawing, welding it to the already fabricated and launched girder of high tensile steel Fe , 540W, with contractor's labour, tools and plants, consumables, electrodes, confirming to IS: 7018 and HSFG/MS bolts and nuts etc., complete as directed by the Engineer‐In‐Charge. The payment will be made for the quantity of steel work involved for the fabrication only (a) FABRICATION WORKS: If fabrication of steel girder is carried out at contractor's workshop, the same is to be transported to bring to site with contractor's own trailer/truck, labour, crane etc., complete and assembled at site as directed by Engineer‐In‐Charge. ERECTION WORKS :The assembled steel cross girder to be launched and welded to the plate girder to be launched and welded to the plate girder as per drawing and specification with contractor's own method, design and arrangements duly approved by Railways at an height of 6.5m above rail level at OHE area in restricted time limit under power block and line block at day/night time, duly arranging temporary supporting arrangements, lighting arrangement if required, labour, crane, crew, consumables, erection tools and plants etc., complete as directed by Engineer‐In‐Charge. If any

30.00

82,000.00

1 T 24,60,000.00

( Rupees Eighty Two Thousand )


48


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

additional stagings or any temporary platform for the purpose of launching and fabrication is required then the same will have to be done by contractor at his own cost as approved by Railways. 1). 50% of rate on supply of steel to the site of work against bank guarantee for fabrication done in contractor's workshop 2). 20% Payment, after fabrication of steel and after bringing the fabricated steel to site of work.3). 20% Payment, after satisfactory completion of launching in span. 4). 10% of payment after satisfactory completion of all works pertaining to this item. Note: 1. The rate quoted for this item inclusive of all tests conducted for steel supply, weldings, bolts and nuts etc., complete. 2. No payment towards loss/wastage of steel section is permitted.

7

216268

Supplying and providing and fabricating and fixing in position true to line and level elastomeric POT/PTFE bearings drawings technical specifications or as directed by the Engineer‐in‐charge. The unit rate shall cater for any resetting of bearings if required. (In case of different capacity of bearing, required for the work the rate quoted will be proportionately increase/decreased.) a. Fixed bearings b. Free bearings

3000.00

360.00

1 T 10,80,000.00

( Rupees Three Hundred and Sixty )



8

216277

Painting of steel girder of ROB with contractor's supply of epoxy paints as follows, duly removing oil/grease from the metal surface by using petroleum Hydrocarbon Solvents to IS 1745 and prepare the surface by sand/grit blasting using

1500.00

630.00

1 SQM 9,45,000.00

( Rupees Six Hundred and Thirty )


49


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

Air compresssor and apply two primer coats with epoxy zinc phosphate to RDSO specification No. Mfc/PCM ‐ 102/86 to 60 microns (for two coats) intermediate coat of Epoxy Micaceous Iron Oxide to RDSO No.Mfc/PCN‐103/86 to 100 microns (one coat) and finish with two coats of polyurethane Red Oxide to RDSO No. mfc/PCN‐109/88 ‐ 80 microns (two coats) ‐ (Total five coats) at an height of 6.5m above rail level over OHE power line area under restricted time limit, under power shut down either at day time or night time with contractor's labour, T&P, Epoxy paints, consumables, Sand Blasting equipments, sand, Air compressor, all lead and lift, staging required if any complete and as directed by Engineer‐in‐charge.

9

066083

Designing, supplying and erecting diamond shaped or any other architectural finish as directed, precast concrete facia panels of suitable thickness and a grade of concrete as approved to including supplying and providing required reinforcing stripes (hot dipped galvanised) of suitable section with all fixtures accessories, bolts, nuts, joint filers for vertical joints between panels bearing plates for horizontal joints between panels complete all as per relevant IS codes, MOST specifications and IRC codes and technical specifications of reinforced earth and as directed by Engineer‐In‐Charge. Note: i) Design of the structure shall carry out based on locally available back fill material or a practically achievable blended material. Preliminary designs shall be submitted along with the tender. ii) Rate for this item shall include the cost of the cement and reinforcement steel required for the work.

6800.00

4,800.00

1 SQM 3,26,40,000.00



50


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

10

216278

Filling in embankment for road approach as per approved reinforcement earth technology behind the erected precast concrete facia panels with contractor's supply of backfill material which shall be reasonably free from organic or otherwise deleterious materials and shall confirm to the mechanical & Physio‐Chemical requirements including mechanical compaction as per reinforced earth technology specifications complete as directed by the Engineer‐in‐charge. NOTE This work shall be carried out as per approved reinforced earth technology which shall be submitted by the contractor and got approved from the Railways. The work is to be done alongwith reinforcing strips provided with concrete facia panels.

36000.00

280.00

1 CUM 1,00,80,000.00

( Rupees Two Hundred and Eighty )


11

055075

Supplying and providing of well graded crushed aggregate of size varying from 19.5mm to 9.10mm as drainage bay backing provided along the facia behind theerected concrete pannels of reinforced earth retaining wall including supplying and providing perforated drainage pires conecting to the near by drain including compaction of the filled material at a specified layer thickness as per approved reinforced earth technology specifications.

1950.00

1,050.00

1 CUM 20,47,500.00

( Rupees One Thousand Fifty )


12

216230

Supplying, fabricating and erection in position hand rail comprising of one horizontal row of MS pipe of 100mm dia (as per IS‐1239) fixed to the vertical supporting MS brackets 16mm thick and of height 30cm above crash barrier/parapet of 2.0m intervals (as per approved drawings) including painting the hand rails/MS bracket by one coat of red oxide primer and two coats of

30.00

75,000.00

1 T 22,50,000.00

( Rupees Seventy Five Thousand )


51


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

synthetic enamel painting of suitable colour with contractor's all materials, tools and plants, labour, consumables all lead and lift etc and as directed by Engineer in charge

13

049110

Providing and fixing MS/GI pipes 150mm dia (inner dia) for fixing the electrical poles to the crash barriers including all materials,labour, lead and lift, with two coats of red oxide paint and basement, poles should be welded with base plate complete as per direction of Engineer‐in‐charge

40.00

2,700.00

1 EACH 1,08,000.00

( Rupees Two Thousand Seven Hundred )



14

204266

Fixing of Railway's Retro ‐reflective boards all type of boards i.e. caution indicator, stop indicator, speed indicators ‐20/30/45/75kmph, whistle boards....etc as required on MS 'T' angle 75mmx75mmx6mm fabricated and supplied by the contractor including cutting, drilling, holes, in 'T' angle, supplying of 1.50mm thick MS plate stiffeners, hold fasts, bolts and nuts with washers to required size, bolting, welding if necessary, painting the channel with white and black colour bands to standard size, painting two coats synthetic enamel paint over one coat of primer with approved quality as per plan including earthwork excavation for foundation, fixing the posts in cement concrete base of size 0.60mx0.60mx1.20m using 40m using 40mm graded metal in 1:3:6 mix with all leads and lifts etc., complete and as directed.(All labour, metal by contractor's cement, aggregate, sand etc.,(Approximate length of 'T' ‐ angle is 4.75m).Note: payment for each post

10.00

4,800.00

1 EACH 48,000.00



52


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

15

205555

preparation and submission of completion drawing for the TROB in AUTO CAD on 100 microns film double mat finish and materials approved by the Engineer in charge to specified scales including submission of the same in CD in 3 copies ammonia print 3 copies each of the above (necessary details to be collected from the site).

2.00

15,000.00

1 EACH 30,000.00

( Rupees Fifteen Thousand )


16

216231

Supplying, fabricating and fixing drainage spouts and grating made of GI sheet and MS flats for all deck slabs as per approved drawing and to the shape required as per site conditions with the contractor's materials and labour including all lead and lifts etc., complete as per drawings and specifications and as directed by the Engineer‐in‐charge (approximate weight of each spout should not be less than 15kg)

40.00

0.00

1 EACH 0.00

( Rupees Zero )

DELETED


17

010074

Providing and laying of sand bags layer by layer filled with sand in each bag of standard cement bag size with all contractor's own bags, sand, labour, tools and plants including transportation to the site of work complete as directed by the Engineer‐in‐charge.

500.00

36.00

1 NOS 18,000.00

( Rupees Thirty Six )



18

054625

Provision of caution watch man at caution order location round the clock one watch man 8 hours shift with necessary supply of three cell/tricolour electricle tourch,bannerflag,etc to on continuous vigil and to exhibit necessary hand signal to the train for the passage over th caution spot.

300.00

650.00

1 DAYS 1,95,000.00

( Rupees Six Hundred and Fifty )


53


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

19

000009

Drilling of holes in 52kg/90R rails of 32mm dia or 28mm dia and 26.5 mm dia by drilling machine for fish plating as per standards and as directed. All labour, machine, and consumables to be supplied by the contractor

100.00

45.00

1 HOLES

4,500.00

( Rupees Forty Five )


20

000010

Drilling holes in BG PSC sleepers at specified locations and inserting GRIP expansion bolts including supply of bolts and nuts as per approved drawing

50.00

90.00

1 HOLES

4,500.00

( Rupees Ninety )


21

079444

KSRRB M400‐6.2Construction of granular sub‐base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORT & H For Grading‐I Material(225*1.28=288cum)

2900.00

1,100.00

1 CUM 31,90,000.00

( Rupees One Thousand One Hundred )


22

077801

KSRRB M400‐17: Providing,laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub‐base/base course on well prepared surface and compacting with vibratory roller to achieve desired density. Material (Table 400‐11) Clause: 406 of MORT & H

1930.00

1,400.00

1 CUM 27,02,000.00

( Rupees One Thousand Four Hundred )


54


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

23

077804

KSRRB M500‐13: Providing and laying dense graded bituminous macadam 75mm thick with 100‐120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 504 complete in all respects. (Bitumen= 0.0981 Metal= 1.401)

725.00

6,500.00

1 CUM 47,12,500.00

( Rupees Six Thousand Five Hundred )


24

077802

KSRRB 500‐8: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared granular surface cleaned with mechanical broom such as WBM and WMM surfaces treated with primer and dry and bituminous surface. MORTH specification No. 503

20000.00

23.00

1 SQM 4,60,000.00

( Rupees Twenty Three )


25

000350

Cutting of 52kg/90R rails true to vertical with rail cutting machine only duly marking the line as directed by the Engineer‐in‐charge with contractor's rail cutting machine, tools, labour, consumables, etc., (Hand cut with hacksaw is not acceptable)

100.00

90.00

1 EACH 9,000.00

( Rupees Ninety )


26

071828

Supplying 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 accessories.

100.00

390.00

1 MTR 39,000.00

( Rupees Three Hundred and Ninety )


55


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

27

004085

Painting of crash barrier / kerb stones of CC/ RCC slabs, stone with approved quality reflective type of enamel paint, including one coat of primer with contractors own labour & material etc complete as directed by the Engineer‐in‐charge.

3600.00

900.00

10 SQM 3,24,000.00

( Rupees Nine Hundred )


28

077806

KSRRB M500‐18: Providing and laying semi dense bituminous concrete 25mm thick with 40‐60 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder at 5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects. (Bitumen= 0.0981, Metal= 1.401, cement= 0.042) over B.T. surface with using 80/100 grade bitumen.

240.00

6,300.00

1 CUM 15,12,000.00

( Rupees Six Thousand Three Hundred )


29

001272

Providing guard rail on bridges with 52Kg/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 & nuts and M.S.Clip/washers) all with Contractor's labour, tools & plants, consumables, etc., with all lead and lift, complete as directed by the Engineer‐in‐charge. Note: Rate includes leading of rails to respective bridges from specified locations between Chickbanavara ‐Nelamangala and wooden sleepers from specified P.Way depot. Payment per metre of track upto

125.00

450.00

1 TRM 56,250.00

( Rupees Four Hundred and Fifty )


56


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

end of guard rails junction.

30

206951

Supplying and fixing junction box of size 18"x9"x6" made of 18 gauge MS plate withclamping arrangement to fix the connectors inside the box as per the drawing and instruction of Engineer in charge.

12.00

1,200.00

1 EACH 14,400.00

( Rupees One Thousand Two Hundred )


31

022980

Supply, fabrication, painting and erection of road traffic warning boards for various purposes such as No Parking, No Entry, HTV Prohibited etc., made of 50/50/5mm MS angle and 3mm thick MS plate of total height 2m painting 2 coats of appropriate enamel paint and pasted with reflective stickets / reflective paint on the board erected into the ground with cement concrete 1:3:6 mix for 0.3 x 0.3 x 0.6m including earthwork, excavation cement etc., as directed by the Engineer‐in‐charge.

15.00

0.00

1 SQM 0.00

( Rupees Zero )

DELETED


32

001006

Providing of barricading with contractor's bamboos/casurina vertical posts of minimum 100 mm dia planted at every 2.0 Metre intervals projecting at least 1.50 metre above the ground level and driven firmly inside the ground and with 2 horizontal bamboo/ casuarina members of minimum 50mm dia spaced equally , including painting the verticals and horzontals with red luminous paing/ strips at alternate bay on the barricade , removing the barricades, completely when no longer required with all leads and lift etc complete and as directed.(All labour ,materials ,tools and plants ,consumables etc to be supplied by contractor).

2000.00

180.00

1 M 3,60,000.00

( Rupees One Hundred and Eighty )


57


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

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.

33

214605

Fabrication and erection of height gauge for the road approaches of RUB clear span 4m using ISMC 400x75 for vertical posts and horizontal beam with contractor's bolts and nuts making holes and two brackets to hold horizontal beam one each on vertical posts with contractor's angles, erecting the vertical in a foundation of CC 1:3:6 of size 0.6x0.6x1.5m including supply of cement coarse and fine aggregates earthwork excavation with labour tools &planting work with one coat of red oxide primer and two coats of reflective paint of approved quality with all lead and lift complete as directed by the Engineer in charge as per RDSO drawing.

20.00

72,000.00

1 MT 14,40,000.00

( Rupees Seventy Two Thousand )


34

098004

Dumping of railway ballast from stacks available in tank bed along the existing track on need basis to the rquired section with all lead and lift(payment will be made based on recorded stack measurements) Note that no extra lead or lift shall be paid irrespective of the distance involvedand shall be evenly distributed on every location of the track.

450.00

125.00

1 CUM 56,250.00

( Rupees One Hundred and Twenty Five )


35

205565

Providing two coats of protective treatment to the concrete surface of superstructure and substructure above bed level with suitable epoxy phenolic coating system (Ipnet polymer anticorrosive system or similar products) duly cleaning the

2000.00

180.00

1 SQM 3,60,000.00

( Rupees One Hundred and Eighty )


58


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

surface of concrete of all dust, dirt, oil, grease, dust, etc., with contractor's labour, materials, equipment, staging, scaffolding arrangements, etc., complete as directed by the Engineer‐in‐charge.

36

206205

Casting RCC box segments base slab etc as per approved RDSO/Railway drawing with specified design mix of M‐35 with all contractors materials such as coarse and fine aggregates, labour machinery, tools and plants etc complete as directed by Engineer in charge. Casting of RCC box segments has to be done near to bridge site and kept ready for launching.

300.00

4,500.00

1 CUM 13,50,000.00

( Rupees Four Thousand Five Hundred )


37

216279

Lifting and laying in position of precast RCC boxes/slabs manufactured at site in the location to correct alignment by using contractors road crane of required capacity or by any other means including jointing the box units with epoxy pressure grouting to make the joints water tight and filling the gaps between the sides of the boxes with Railway excavated earth including compaction as specified and as directed by the Engineer in charge, with all lead and lift etc complete (All labour, materials, tools and plant etc are to be supplied by the tenderer/contractor only at his own cost) Note Rate includes the hire charges of the required capacity of road crane with scroler wheel type or similar type including stand by.

750.00

2,100.00

1 MT 15,75,000.00

( Rupees Two Thousand One Hundred )



38

205567

Excavation along the alignment of the signalling cable/OFC/Power cable carefully and exposing the same without any damage and excavating the new trench along the Railway alignment or any as

200.00

190.00

1 M 38,000.00

( Rupees One Hundred and Ninety )


59


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

specified by the Engineer in charge laying of removed cable filling up all complete with sand and layer of brick with contractors own material tools and plants etc as directed by Engineer in charge.Note: I(n case the cable is damaged cost of restoration & the cost of cable will be recovered from the contractor. The decision of the Railways with regards the cost to be recovered will be final.

39

035174

Grouting pitching/flooring with cement concrete 1:3:6 using 12mm graded hard stone aggregate of approved quality and pointing with CM 1:3 with all contractor's materials,cement,labour,tools and all lead and lifts , curing etc., complete as per specifications and as directed by the Engineer‐in‐charge.(Minimum cement 7.0kg/sqm)

600.00

150.00

1 SQM 90,000.00



40

216232

Jointing of Precast RCC units by applying apoxy mortor with all contractor's materials,labour tools & plants consumable crew fuel transportation etc complete as directed by the Engineer in charge during day light & during permitted line block

300.00

410.00

1 SQM 1,23,000.00

( Rupees Four Hundred and Ten )


60


Tender Ref No :-

UBL-LC1/01

Notice Date :-


14/09/2015


Dept : ENGINEERING


DETAILS OF ITEMS


Schedule 'J'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

8,89,33,900.00


Schedule J Departmental Value :

0.00

8,89,33,900.00

Schedule J Total :

Rupees in Words ( Rupees Eight Crore Eighty Nine Lakh Thirty Three Thousand Nine Hundred And Paise Eighty Eight




61

Documents

74098 LOA Schedule - swr.indianrailways.gov.in · ROB in lieu of LC No.1 at Km.3/700‐800 as 1x36m Bowstring Girder (Railway Portion) and RE panels (Approach portion) with service