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º´ÉÒEÞòÊiÉ {ÉjÉ ºÉÆJªÉÉ : ACCEPTANCE LETTER No.W.496/ASK-TK/21 dt. 15/06/2017

Ref: Tender Notice no. : CAO/CN/BNC/005/017 dated 01/02/2017 (ASK-TK/21)

Tender Opened on : 09/03/2017 Negotiated offer dated. 31/05/2017.

Dear Sir(s)

1. Your offer for the above work for Rs.7,61,92,592/- (RUPEES SEVEN CRORE SIXTY ONE LAKH NINETY TWO

THOUSAND FIVE HUNDRED AND NINETY TWO ONLY ) is accepted by the competent authority. The accepted

schedule of items showing the rates and quantities is enclosed herewith. The completion period of the work is 18

(EIGHTEEN) months from the date of issue of this letter. This Letter of Acceptance constitutes a binding contract

between you and the Railway Administration. Please quote UCC in all further correspondence.

2. The Security Deposit (SD) for the contract is Rs.38,09,630/- (RUPEES THIRTY EIGHT LAKH NINE THOUSAND SIX

HUNDRED AND THIRTY ONLY ). The Earnest Money Deposit of Rs.4,87,040/- remitted vide TDC No.515955 dated

07/03/2017 issued by SYNDICATE BANK, BANGALORE, by you along with the offer is adjusted towards a part of

the SD. The balance SD of Rs.33,22,590/-will be recovered from the running bills of the contract @ 10% of bill

amount from each bill. Please note that no interest will accrue on the Security Deposit.

3. A Performance Guarantee (PG) for Rs.38,09,630/- (RUPEES THIRTY EIGHT LAKH NINE THOUSAND SIX HUNDRED

AND THIRTY ONLY) is to be submitted by you within 30 (thirty) days from the date of issue of this letter in the

forms mentioned in clause 4.0 (b) of Special Conditions of Contract. The PG shall be valid up to 60 days beyond the

stipulated date of completion.

4. Please report to Dy. Chief Engineer/West-I/CN/BNC along with the detailed programme of work. Other conditions,

details and milestones are mentioned overleaf. This letter consists of two enclosures as given below. Please

acknowledge the receipt of this letter.

ENCL: 1. PG Form, Yours faithfully 2. Schedule of items.

(A.KRUPAVARAM)

Dy. Chief Engineer/Works

South Western Railway, Bengaluru-46

for and on behalf of President of India

(Please Turn over)

UCC 74302 Name of work: Tumkur-Arsikere doubling -

Construction of staff quarters Ty-II,III and IV and

approach road works and associated works between

Arsikere and Tumkur section

Value of work : Rs.7,61,92,592/-

Completion period : 18 months

To M/s GOUNDAR INFRATECH COMPANY NO.B004, MANTRI ELITE APARTMENT, BANNERGHUTTA ROAD J.P.NAGAR 4th PHASE BANGALORE - 560076

nùÊIÉhÉ {ÉÎ¶SÉ¨É ®äú±É´Éä SOUTH WESTERN RAILWAY

Office of the

Chief Administrative Officer

(Construction),

18, Millers’ Road,

BENGALURU – 560 046

º´ÉÒEÞòÊiÉ {ÉjÉ ºÉÆJªÉÉ ACCEPTANCE LETTER No.W.496/ASK-TK/21 dt. 15/06/2017

Other conditions and details:

1. Extension of time for submission of PG beyond 30 (thirty) days and up to 60 (sixty) days from the date of issue of this letter may

be accorded by the Contract Agreement signing Authority. However, a penal interest of 15% per annum shall be charged for

the delay beyond 30 (thirty) days on a daily basis i.e., from 31st day of the date of issue of LOA. In case you fail to submit the

requisite PG even after 60 days from the date of issue of LOA, the contract shall be terminated duly forfeiting the EMD and

other dues, if any payable against the contract and you shall also be debarred from participating in re-tender for the work. The

PG will be released after satisfactory completion of the work as per the contract conditions. If the contract is rescinded, the SD

shall be forfeited and, the PG shall also be encashed. Further, you will be debarred from participating in the tender for

executing the balance work

2. You shall execute an agreement for the work within seven days from the date of receipt of notice by Railways regarding

readiness of the agreement. The detailed programme of work to be submitted by you in conformity with the milestones

given below or even earlier, shall be as stipulated in the special conditions. The programme shall indicate the time schedule of

various items of works in the form of Bar Chart/PERT Chart/CPM Chart. The programme should also include the details of

organization (in terms of labour and supervisors), plant and machinery intended to be utilized from time to time for execution

of the work within the stipulated date of completion. In case of non-submission of acceptable programme of work within 15

days of issue of this letter, you are liable for penal action including levying fine up to Rs. 50,000/-.

MILE STONE CHART

Sl.

No.

Major activity/item

covering details for

Specific

component

Mile stone

(Completion date/

delivery date)

Important Resources

to be deployed by

contractor

1 Tumkur-Arsikere doubling

- Construction of staff

quarters Ty-II,III and IV

and approach road works

and associated works

between Arsikere and

Tumkur section.

1st & 4th Month

foundation work

Qualified and well

experienced engineers

& supervisor for

execution of above

work

4th to 12th Month

Superstructures works

slab and finishing

works

--------------

Copy to: CAO/CN, CE/East/CN/BNC, FA&CAO/CN/BNC, HQ-Vigilance branch/UBL, Ch.OS/Contracts,

The Regional Labour Commissioner (Central) Bangalore for information.

Copy to : Dy.CE/West-I/CN/BNC, XEN/West/CN/BNC – for information and necessary action.

NOTE: The rates for Schedule-E, F and Item Nos.3, 5, 8 & 10 of Sch-J are SPECIAL RATES.

(Encl: 1 copy of TC minutes & LOA with copy of schedule and conditions).

South Western Railway (Construction)

Annexure -I

LOA No. W496/ASK-TK/21 Date : 15/06/2017 of UCC Code :74302

Print Date : 15/06/2017

Name of Work :

Tumkur-Arsikere doubling - Construction of staff quarters Ty-II,III and IV and approach road works and

associated works between Arsikere and Tumkur section.

Name of the Contractor : G0147 - GOUNDER INFRATECH COMPANY

ABSTRACT

Sl.

No.

Departmental Value as

per Tender Contractor % Schedule

Total

Schedule

Description

1

A

Items of works covered by USSOR 2011 4,39,05,783.86 +16.20% 5,10,18,520.85

2

B

Items of works pertains to Earthwork 4,23,500.00 +4.50% 4,42,557.50

3

C

Items of works pertains to Supply of

Steel 98,68,152.00 +7.20% 1,05,78,658.94

4

D

Items of works pertains to Concrete

works 20,00,000.00 +16.20% 23,24,000.00

5

E

Items of works pertains to Supply of

Steel 55,93,320.00 +12.60% 62,98,078.32

6

F

Items of Blanketting of formation,COE & Bridge approaches

12,66,000.00 +12.60% 14,25,516.00

7

J

Items of miscellaneous works 43,51,500.00 Indv. Rate 41,05,260.00

Total Value : 7,61,92,591.61

Discount 0 % 0.00

7,61,92,592.00

Net Value :

( Rupees Seven Crore Sixty One Lakh Ninety Two Thousand Five Hundred and Ninety Two ONLY)

Signature of Contractor Schedule Page No: 1 of

43 Signature of Contract Signing Authority

SOUTH WESTERN RAILWAY (CONSTRUCTION)

Annexure - II

Tender Ref No :-

ASK-TK/21

Notice Date :-

01/02/2017

Dept : ENGINEERING

Project : 15543 - ASK - Tumkur (96 Km)

Agency: G0147 - GOUNDER INFRATECH COMPANY

Name of the Work :

Tumkur-Arsikere doubling - Construction of staff quarters Ty-II,III and IV and approach road works and associated works between Arsikere and

Tumkur section.

Schedule of Items

LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302

Schedule 'A'

USSOR 2011 ITEMS

Sl. No.

Description of Items

CODE

1

011011

Earth work in excavation as per approved drawings and dumping at embankment site or spoil

heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the

centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from

natural ground level and paid for in layers of 1.5m each, including incidental work, as per

specifications-in : All kinds of soils

Quantity

Rate

Unit

Amount

4200.00

109.06

1 CUM

4,58,052.00

( Rupees One Hundred and Nine And Paise Six )

Contractor's % : 0 Discount : 0

2

011012





specifications-in : Ordinary Rock (Not requiring blasting)

Quantity

Rate

Unit

Amount

500.00

351.67

1 CUM

1,75,835.00

( Rupees Three Hundred and Fifty One And Paise Sixty Seven )


3

011013





specifications-in : Hard Rock (Requiring blasting)

Quantity

Rate

Unit

Amount

200.00

421.30

1 CUM

84,260.00

( Rupees Four Hundred and Twenty One And Paise Thirty )


4

011020

Extra over 011010 when controlled blasting is required and is carried out with approval of

Engineer.

Quantity

Rate

Unit

Amount

200.00

131.65

1 CUM

26,330.00

( Rupees One Hundred and Thirty One And Paise Sixty Five )


5

011070

Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all

soils

Quantity

Rate

Unit

Amount

500.00

10.48

1 CUM

5,240.00

( Rupees Ten And Paise Forty Eight )


6

012010

Extra over item 011010 for excavation in foundations for buildings and bridges to cover dressing

to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total

quantity of excavation in foundation and not partly

Quantity

Rate

Unit

Amount

3500.00

10.70

1 CUM

37,450.00

( Rupees Ten And Paise Seventy )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

7

012030

Extra for watering and ramming earth in foundation and floors in 15cm layers. Note : This item is

payable where ramming is not included in the original rate for earthwork in filling.

Quantity

Rate

Unit

Amount

1580.00

20.20

1 CUM

31,916.00

( Rupees Twenty And Paise Twenty )


8

012040

Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth

from foundations including 50m lead and 1.5m lift

Quantity

Rate

Unit

Amount

1580.00

24.30

1 CUM

38,394.00

( Rupees Twenty Four And Paise Thirty )


9

012050

Supplying and filling sand in plinth and under floors including watering, ramming, consolidating

and dressing complete

Quantity

Rate

Unit

Amount

100.00

850.26

1 CUM

85,026.00

( Rupees Eight Hundred and Fifty And Paise Twenty Six )


10

031011

Providing and laying in position cement concrete of specified proportion excluding cost of

cement, centering and shuttering - All works upto Plinth level : : 1:3:6 (1 cement : 3 sand : 6

graded stone aggregate 20mm nominal size)

Quantity

Rate

Unit

Amount

50.00

2,097.36

1 CUM

1,04,868.00

( Rupees Two Thousand Ninety Seven And Paise Thirty Six )


11

031012

Providing and laying in position cement concrete of specified proportion excluding cost of

cement, centering and shuttering - All works upto Plinth level : : 1:3:6 (1 cement : 3 sand : 6

graded stone aggregate 40mm nominal size)

Quantity

Rate

Unit

Amount

660.00

1,869.47

1 CUM

12,33,850.20

( Rupees One Thousand Eight Hundred and Sixty Nine And Paise

Forty Seven )


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)

Quantity

Rate

Unit

Amount

50.00

2,527.44

1 CUM

1,26,372.00

( Rupees Two Thousand Five Hundred and Twenty Seven And Paise

Forty Four )


13

032052

Providing and laying cement concrete 1:2:4 in damp-proof course (1 cement : 2 sand : 4 graded

stone aggregate 12.5mm nominal size - excluding the cost of cement and including providing,

fixing and removal of forms. : 40mm thick

Quantity

Rate

Unit

Amount

660.00

160.80

1 SQM

1,06,128.00

( Rupees One Hundred and Sixty And Paise Eighty )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

14

032060

Extra for providing and mixing water proofing material of brand approved by railway, if not

included in relevant item.

Quantity

Rate

Unit

Amount

200.00

127.77

1 PER

50 KG

OF

25,554.00

( Rupees One Hundred and Twenty Seven And Paise Seventy Seven

)


15

032082

Providing Precast plain cement concrete jali 1:2:4 (1 cement : 2 sand : 4 stone chips 12.5mm

nominal size) including hoisting and setting in position with cement mortar 1:3 (1 cement : 3

coarse sand) including the cost of centering, shuttering and finishing complete including the cost

of cement and of plastering of jambs, sills and soffits. : 50mm thick

Quantity

Rate

Unit

Amount

100.00

300.24

1 SQM

30,024.00

( Rupees Three Hundred And Paise Twenty Four )


16

041012

Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements

but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended

proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without

impairing strength and durability as per direction of Engineer in charge : All work in buildings

above plinth level upto floor two level.

Quantity

Rate

Unit

Amount

1621.00

2,844.03

1 CUM

46,10,172.63

( Rupees Two Thousand Eight Hundred and Forty Four And Paise

Three )


17

042011

Centering and shuttering including strutting, propping etc. and removal of form for : :

Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of

FOB etc.

Quantity

Rate

Unit

Amount

900.00

124.10

1 SQM

1,11,690.00

( Rupees One Hundred and Twenty Four And Paise Ten )


18

042012

Centering and shuttering including strutting, propping etc. and removal of form for : : Walls (any

thickness) including attached plasters, buttresses, plinth and string courses etc.

Quantity

Rate

Unit

Amount

50.00

233.50

1 SQM

11,675.00

( Rupees Two Hundred and Thirty Three And Paise Fifty )


19

042013

Centering and shuttering including strutting, propping etc. and removal of form for : : Suspended

floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform

Quantity

Rate

Unit

Amount

4740.00

248.05

1 SQM

11,75,757.00

( Rupees Two Hundred and Forty Eight And Paise Five )


20

042014

Centering and shuttering including strutting, propping etc. and removal of form for : : Lintels,

beams, plinth beams, bed blocks, girders, bressumers and cantilevers

Quantity

Rate

Unit

Amount

350.00

208.65

1 SQM

73,027.50

( Rupees Two Hundred and Eight And Paise Sixty Five )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

21

042015

Centering and shuttering including strutting, propping etc. and removal of form for : : Columns,

pillars, , posts and struts

Quantity

Rate

Unit

Amount

250.00

296.50

1 SQM

74,125.00

( Rupees Two Hundred and Ninety Six And Paise Fifty )


22

042016

Centering and shuttering including strutting, propping etc. and removal of form for : : Stairs

(excluding landings) except spiral-staircases

Quantity

Rate

Unit

Amount

150.00

281.30

1 SQM

42,195.00

( Rupees Two Hundred and Eighty One And Paise Thirty )


23

042025

Centering and shuttering including strutting, propping etc. and removal of form for special shapes

: Edges of slabs and beams in floors and walls under 20 cm wide

Quantity

Rate

Unit

Amount

250.00

79.90

1

METRE

19,975.00

( Rupees Seventy Nine And Paise Ninety )


24

042029

Centering and shuttering including strutting, propping etc. and removal of form for special shapes

: Weather shade, Chajjas, corbels etc. including edges

Quantity

Rate

Unit

Amount

150.00

357.35

1 SQM

53,602.50

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


25

042030

Extra for additional height in centering, shuttering wherever required with adequate bracing,

propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5m,

for every additional height of 1 metre or part thereof in Suspended floors, roofs, landing, beams

and balconies (Plan area to be measured)

Quantity

Rate

Unit

Amount

3160.00

103.60

1 SQM

3,27,376.00

( Rupees One Hundred and Three And Paise Sixty )


26

042040

Supplying and applying shuttering oil for mould releasing, having (Flash point 54 degree C and

specific gravity 0.880.02) for concrete formwork to be applied either by brush or with spray

machine to the entire satisfaction of Engineer Incharge

Quantity

Rate

Unit

Amount

3160.00

7.78

1 SQM

24,584.80

( Rupees Seven And Paise Seventy Eight )


27

043014

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 Shelves, cantilevers, chajjas, sunshades etc.

Quantity

Rate

Unit

Amount

20.00

3,841.42

1 CUM

76,828.40

( Rupees Three Thousand Eight Hundred and Forty One And Paise

Forty Two )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

28

043011







Engineer incharge. : In string courses, bands, coping, bed plates, anchor blocks, plain window sills,

and the like

Quantity

Rate

Unit

Amount

10.00

2,876.41

1 CUM

28,764.10

( Rupees Two Thousand Eight Hundred and Seventy Six And Paise

Forty One )


29

043017







Engineer incharge. : In mouldings as in cornices, window sills etc.

Quantity

Rate

Unit

Amount

20.00

4,945.44

1 CUM

98,908.80

( Rupees Four Thousand Nine Hundred and Forty Five And Paise

Forty Four )


30

046010

Extra for RCC work in superstructure above floor two level for every floor or part thereof.

Quantity

Rate

Unit

Amount

1621.00

381.77

1 CUM

6,18,849.17

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


31

051220

Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half

brick masonry (with modular bricks) including cost of M.S. bars.

Quantity

Rate

Unit

Amount

500.00

57.96

1 SQM

28,980.00

( Rupees Fifty Seven And Paise Ninety Six )


32

053010

Honey-comb brick work 10/11.4 cm thick with bricks of class designation 7.5 in cement mortar

1:4 (1 Cement : 4 coarse sand)

Quantity

Rate

Unit

Amount

200.00

190.62

1 SQM

38,124.00

( Rupees One Hundred and Ninety And Paise Sixty Two )


33

056044

Cement Concrete Solid Block Masonry in foundation and plinth with:(factory made blocks) :

Cement mortar 1:6 (1cement: 6fine sand)

Quantity

Rate

Unit

Amount

2100.00

3,385.45

1 CUM

71,09,445.00

( Rupees Three Thousand Three Hundred and Eighty Five And Paise

Forty Five )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

34

056050

Extra over Item 056040 for Cement Concrete Solid Block masonry in superstructure above plinth

level upto floor two level

Quantity

Rate

Unit

Amount

2100.00

570.47

1 CUM

11,97,987.00

( Rupees Five Hundred and Seventy And Paise Forty Seven )


35

056060

Extra over Item 056040 for Cement Concrete Solid Block masonry in superstructure above floor

two level for every floor or part thereof

Quantity

Rate

Unit

Amount

1400.00

428.59

1 CUM

6,00,026.00

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


36

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)

Quantity

Rate

Unit

Amount

900.00

2,023.44

1 CUM

18,21,096.00

( Rupees Two Thousand Twenty Three And Paise Forty Four )


37

061020

Extra for random rubble masonry with hard stone in superstructure above plinth level up to

floor two level, including levelling up with concrete as per specifications, at window sills, ceiling

level and the like

Quantity

Rate

Unit

Amount

100.00

502.71

1 CUM

50,271.00

( Rupees Five Hundred and Two And Paise Seventy One )


38

071011

Providing wood work in frames of doors, windows, clerestory windows and other frames and

trusses, wrought, framed and fixed in position : : Second class teak wood

Quantity

Rate

Unit

Amount

5700.00

130.37

1 CUDM

7,43,109.00

( Rupees One Hundred and Thirty And Paise Thirty Seven )


39

071013

Providing wood work in frames of doors, windows, clerestory windows and other frames and

trusses, wrought, framed and fixed in position : : Hollock wood or locally available comparable

species of country wood (to be listed by respective railway). - Kiln seasoned & chemically treated

Quantity

Rate

Unit

Amount

40000.00

40.73

1 CUDM

16,29,200.00

( Rupees Forty And Paise Seventy Three )


40

072011

Providing and fixing panelled/glazed or panelled and glazed shutters for doors, windows and

clerestory windows including ISI marked black enamelled M.S. butt hinges with necessary screws

excluding, panelling/glazing which will be paid for separately : Second class teak wood, 35mm

thick

Quantity

Rate

Unit

Amount

500.00

1,874.30

1 SQM

9,37,150.00

( Rupees One Thousand Eight Hundred and Seventy Four And Paise

Thirty )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

41

072092

Providing and fixing wire gauge shutter using galvanized M.S. wire gauge of average width of

aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows including

ISI marked bright finished or black enamelled M.S. butt hinges with necessary screws. : 2nd class

teak wood 30mm thick

Quantity

Rate

Unit

Amount

200.00

1,962.64

1 SQM

3,92,528.00

( Rupees One Thousand Nine Hundred and Sixty Two And Paise

Sixty Four )


42

072141

Providing and fixing to IS: 2202 Part-1 marked flush door shutter decorative type, core of block

board construction with frame of 1st class hard wood and well matched teak 3ply veneering with

vertical grains or cross bands and face veneers on both faces of shutters. : 35mm thick including

ISI marked stainless steel butt hinges with necessary screws

Quantity

Rate

Unit

Amount

180.00

1,475.90

1 SQM

2,65,662.00

( Rupees One Thousand Four Hundred and Seventy Five And Paise

Ninety )


43

072151

Providing and fixing flush door shutters to IS: 2202 Part-I non-decorative type, core of block

board construction with frame of 1st class hard wood and well matched commercial 3ply

veneering with vertical grains or cross bands and face veneers on both faces of shutters. : 35mm

thick including ISI marked stainless steel butt hinges with necessary screws

Quantity

Rate

Unit

Amount

800.00

1,147.20

1 SQM

9,17,760.00

( Rupees One Thousand One Hundred and Forty Seven And Paise

Twenty )


44

072153

Providing and fixing flush door shutters to IS: 2202 Part-I non-decorative type, core of block

board construction with frame of 1st class hard wood and well matched commercial 3ply

veneering with vertical grains or cross bands and face veneers on both faces of shutters. : 25mm

thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with

necessary screws

Quantity

Rate

Unit

Amount

75.00

966.92

1 SQM

72,519.00

( Rupees Nine Hundred and Sixty Six And Paise Ninety Two )


45

072170

Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges

of shutters (over all area of door shutters to be measured)

Quantity

Rate

Unit

Amount

250.00

341.48

1 SQM

85,370.00

( Rupees Three Hundred and Forty One And Paise Forty Eight )


46

073011

Providing and fixing 25mm thick panelled or panelled and glazed shutters for cup board etc.

including ISI marked black enamelled MS butt hinges with necessary screws ( Panelling & glazing

with 4mm float glass) : Second class teak wood

Quantity

Rate

Unit

Amount

150.00

2,097.29

1 SQM

3,14,593.50

( Rupees Two Thousand Ninety Seven And Paise Twenty Nine )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

47

074232

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats,

square or round bars etc. all complete : Fixed to opening/ wooden frames with rawl plugs screws

etc.

Quantity

Rate

Unit

Amount

5000.00

82.53

1 KG

4,12,650.00

( Rupees Eighty Two And Paise Fifty Three )


48

074280

Providing 40x5mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter

bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix

(1cement: 3coarse sand: 6graded stone aggregate 20mm nominal size)

Quantity

Rate

Unit

Amount

268.00

71.21

1 EACH

19,084.28

( Rupees Seventy One And Paise Twenty One )


49

077011

Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :

125x85x5.5mm (heavy type)

Quantity

Rate

Unit

Amount

24.00

141.27

1 EACH

3,390.48

( Rupees One Hundred and Forty One And Paise Twenty Seven )


50

077062

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc.

complete : 200x10mm

Quantity

Rate

Unit

Amount

134.00

152.49

1 EACH

20,433.66

( Rupees One Hundred and Fifty Two And Paise Forty Nine )


51

077330

Providing and fixing chromium plated brass 100mm mortice latch and lock with 6 levers and a

pair of lever handles with necessary screws etc. complete (best make of approved quality)

Quantity

Rate

Unit

Amount

67.00

514.32

1 EACH

34,459.44

( Rupees Five Hundred and Fourteen And Paise Thirty Two )


52

077350

Providing and fixing chromium plated brass night latch including necessary screws etc. complete

(best make of approved quality)

Quantity

Rate

Unit

Amount

67.00

597.95

1 EACH

40,062.65

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


53

077370

Providing and fixing nickel chromium plated brass 50mm cupboard or wardrobe knobs with nuts

complete

Quantity

Rate

Unit

Amount

300.00

40.06

1 EACH

12,018.00

( Rupees Forty And Paise Six )


54

077362

Providing and fixing special quality chromium plated brass cup board locks with six levers

including necessary screws etc. complete (best make of approved quality) of : : Size 50mm

Quantity

Rate

Unit

Amount

150.00

133.35

1 EACH

20,002.50

( Rupees One Hundred and Thirty Three And Paise Thirty Five )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

55

078021

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less

than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and

screws etc. complete : 300x16mm

Quantity

Rate

Unit

Amount

400.00

139.49

1 EACH

55,796.00

( Rupees One Hundred and Thirty Nine And Paise Forty Nine )


56

078033

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than

grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary

screws etc. complete : 200x10mm

Quantity

Rate

Unit

Amount

50.00

53.90

1 EACH

2,695.00

( Rupees Fifty Three And Paise Ninety )


57

078061

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade

AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc.

complete : 125mm

Quantity

Rate

Unit

Amount

612.00

46.55

1 EACH

28,488.60

( Rupees Forty Six And Paise Fifty Five )


58

078071

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating

not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with

necessary screws etc. complete : Single rubber stopper

Quantity

Rate

Unit

Amount

612.00

29.24

1 EACH

17,894.88

( Rupees Twenty Nine And Paise Twenty Four )


59

078330

Providing and fixing 30 mm thick fibre glass reinforced (FRP) flush door shutter in different plain

and wood finish made with fire retardant grade unsaturated polyester resin moulded to 3 mm

thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of

fittings and ployurethane foam (PUF)/Polystryrene foam to be used as filler material throughout

the hollow panel, casted monolithically with test parameters of F.R.P. laminate conforming to

Table 3 of IS 14856:2000, complete as per directions of Engineer Incharge

Quantity

Rate

Unit

Amount

200.00

2,635.89

1 SQM

5,27,178.00

( Rupees Two Thousand Six Hundred and Thirty Five And Paise

Eighty Nine )


60

081140

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

complete

Quantity

Rate

Unit

Amount

100.00

63.54

1 KG

6,354.00

( Rupees Sixty Three And Paise Fifty Four )


61

081180

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and

braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with

40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles and

hold fasts including applying a priming coat of approved steel primer.

Quantity

Rate

Unit

Amount

25.00

3,152.81

1 SQM

78,820.25

( Rupees Three Thousand One Hundred and Fifty Two And Paise

Eighty One )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

62

081211

Supplying and fixing rolling shutters of approved make as per IS 6248, made of required size M.S.

laths interlocked together through their entire length and jointed together at the end by end locks

mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside

and outside locking with push and pull operation complete including the cost of providing and

fixing necessary 27.5cm long wire spring grade No.2 and M.S. top cover of required thickness for

rolling shutters : 80x1.25mm M.S. laths with 1.25mm thick top cover

Quantity

Rate

Unit

Amount

12.00

2,391.72

1 SQM

28,700.64

( Rupees Two Thousand Three Hundred and Ninety One And Paise

Seventy Two )


63

081252

Providing and fixing ISI standard steel glazed doors, windows and ventilators of standard rolled

steel sections (shutters & frame), joints mitered and welded with 15x3mm lugs, 10cm long,

embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement: 3coarse sand: 6graded

stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws

or with fixing clips or with bolts and nuts as required, including providing and fixing glass panes

with glazing clips and special metal sash putty of approved make, necessary fittings such as brass

handles, brass peg stays, brass spring catch, bolts, hinges, locks etc as required, applying a

priming coat of approved steel primer but excluding the cost of metal beading : Windows fixed

Quantity

Rate

Unit

Amount

30.00

2,217.54

1 SQM

66,526.20

( Rupees Two Thousand Two Hundred and Seventeen And Paise

Fifty Four )


64

081320

Providing and fixing M.S. fan clamp of 16mm dia M.S. bar bent to shape with hooked ends in

R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard

design complete

Quantity

Rate

Unit

Amount

200.00

99.85

1 EACH

19,970.00

( Rupees Ninety Nine And Paise Eighty Five )


65

081340

Providing and fixing circular cast iron box for ceiling fan clamps 140mm internal dia. 73mm

height, 5mm thick rim, bottom and top lid of 1.5mm thick M.S. sheet with its top surface hacked

for proper bonding top lid shall be screwed into the cast iron box by means of 3.3mm dia. Round

headed screws, one lock at the corners, clamps shall be made of 12mm dia. M.S. bar bent to shape

as per standard drawing

Quantity

Rate

Unit

Amount

75.00

98.77

1 EACH

7,407.75

( Rupees Ninety Eight And Paise Seventy Seven )


66

081412

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer using structural steel etc. as required : In

gratings, frames, guard bar, ladders, railings, brackets, gates and similar works

Quantity

Rate

Unit

Amount

6000.00

67.07

1 KG

4,02,420.00

( Rupees Sixty Seven And Paise Seven )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

67

081423

Providing and fixing hand rail by welding etc. to steel ladders railing, balcony railing and staircase

railing including applying a priming coat of approved steel primer : G.I. pipes 40mm nominal bore

(class B)

Quantity

Rate

Unit

Amount

3000.00

88.70

1 KG

2,66,100.00

( Rupees Eighty Eight And Paise Seventy )


68

082012

Providing and fixing anodised aluminium work for doors, windows, ventilators and partitions

with extruded built up standard tubular and other sections of approved make conforming to

IS:733 and IS:1285, anodised transparent or dyed to required shade according to IS:1868

(Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or

with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom

and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free,

straight, mitered and jointed mechanically wherever required including cleat angle. Aluminium

snap beading for glazing/ panelling, C.P. brass/stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be

paid for separately). : For openable/sliding portions and fixing hinges / pivots, PVC/ neoprene

gasket required and making provision for fixing of fittings. (Fittings shall be paid for separately)

Quantity

Rate

Unit

Amount

400.00

312.10

1 KG

1,24,840.00

( Rupees Three Hundred and Twelve And Paise Ten )


69

082031

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc.

with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of

engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) : With

float/frosted glass panes of 4mm thickness (weight not less than 10.0 kg/sqm)

Quantity

Rate

Unit

Amount

300.00

759.14

1 SQM

2,27,742.00

( Rupees Seven Hundred and Fifty Nine And Paise Fourteen )


70

092014

Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with

a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps

etc. complete : 75mm thick with 20mm nominal size stone aggregate

Quantity

Rate

Unit

Amount

1400.00

226.30

1 SQM

3,16,820.00

( Rupees Two Hundred and Twenty Six And Paise Thirty )


71

092022

Cement plaster skirting (upto 30cm height) with cement mortar 1:3 (1cement: 3coarse sand)

finished with a floating coat of neat cement : 18mm thick

Quantity

Rate

Unit

Amount

160.00

148.59

1 SQM

23,774.40

( Rupees One Hundred and Forty Eight And Paise Fifty Nine )


72

092030

Cement concrete pavement with 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm

nominal size) complete

Quantity

Rate

Unit

Amount

100.00

2,641.77

1 CUM

2,64,177.00

( Rupees Two Thousand Six Hundred and Forty One And Paise

Seventy Seven )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

73

092040

Extra over for making chequers of approved pattern on cement concrete floors, steps, landing,

pavements etc.

Quantity

Rate

Unit

Amount

100.00

21.56

1 SQM

2,156.00

( Rupees Twenty One And Paise Fifty Six )


74

095012

Providing and fixing Ist quality ceramic tiles conforming to Group B-III (Ceramic Wall Tiles) of

IS:15622 of manufacturers approved by railway in all colours, shades, and design as approved

by the Engineer-in-Charge in skirting, risers of steps and dado over 12mm thick bed of cement

mortor 1:3 (1 1 cement : 3 coarse sand) including pointing in white cement mixed with pigment

of matching shade complete. : 200x300 mm

Quantity

Rate

Unit

Amount

450.00

623.39

1 SQM

2,80,525.50

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


75

095021

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway

in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge

in floors and landings over 20mm thick bed of cement mortar 1:3 (1cement: 3coarse sand)

including pointing in white cement mixed with pigment of matching shade complete : Of Group B-

II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 300x300mm

Quantity

Rate

Unit

Amount

2000.00

566.24

1 SQM

11,32,480.00

( Rupees Five Hundred and Sixty Six And Paise Twenty Four )


76

095027

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway

in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge

in floors and landings over 20mm thick bed of cement mortar 1:3 (1cement: 3coarse sand)

including pointing in white cement mixed with pigment of matching shade complete : Of Group B-

I-a of IS : 15622 (Vitrified tiles) of size 800x800mm and above

Quantity

Rate

Unit

Amount

125.00

1,213.89

1 SQM

1,51,736.25

( Rupees One Thousand Two Hundred and Thirteen And Paise

Eighty Nine )


77

096072

Kota stone slab flooring of size up to 60x60cm over 20mm (average) thick base of 1:4 cement

mortar (1cement: 4coarse sand) and jointed with grey cement slurry mixed with pigment to

match the shade of the slab including rubbing and polishing complete : 25mm thick

Quantity

Rate

Unit

Amount

200.00

922.14

1 SQM

1,84,428.00

( Rupees Nine Hundred and Twenty Two And Paise Fourteen )


78

098022

Supplying and laying interlocking pre-cast CC block pavers of approved design factory

manufactured of specified grade cement concrete on passenger platform, foot paths, circulating

area, etc, including setting in position over 25mm thick bedding layer of find sand, filling the

joints with fine sand, levelling including compaction as per IS 15658. : 80mm thick blocks of M35

grade for medium traffic

Quantity

Rate

Unit

Amount

200.00

611.92

1 SQM

1,22,384.00

( Rupees Six Hundred and Eleven And Paise Ninety Two )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

79

099034

Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity

counters facias, dados and skirtings and similar locations of required size of approved shade,

colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with

joints treated with white cement, mixed with matching pigment, epoxy touchups, including

rubbing, curing. etc. complete at all levels : Granite Black. Area of slab over 0.5 Sqm but upto 1.0

Sqm

Quantity

Rate

Unit

Amount

150.00

1,903.06

1 SQM

2,85,459.00

( Rupees One Thousand Nine Hundred and Three And Paise Six )


80

099062

Extra for providing edge moulding to 16mm to 20mm thick marble/granite stone counters,

vanities etc including machine polishing to edge to give high gloss finish etc. complete as per

design approved by the Engineer-in-Charge : Granite work

Quantity

Rate

Unit

Amount

500.00

147.74

1

METRE

73,870.00

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


81

099072

Extra for cutting groove upto 5mm wide and 6mm deep for drip course : In Granite work

Quantity

Rate

Unit

Amount

50.00

184.48

1 SQM

9,224.00

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


82

099090

Extra for fixing marble/granite stone over facia and drops of width upto 150mm with epoxy resin

based adhesive (Araldite or equivalent) including cleaning etc. complete

Quantity

Rate

Unit

Amount

100.00

151.86

1

METRE

15,186.00

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


83

099102

Extra for providing opening of required size and shape for wash basins/ kitchen sink / Pillar tap

etc in kitchen platform, vanity counters and similar location in marble / stone work. including

rubbing and polishing of cut edges etc complete. No deduction for opening area shall be made

from parent item : Opening of area above 100 sq cm

Quantity

Rate

Unit

Amount

67.00

438.06

1 EACH

OPENIN

G

29,350.02

( Rupees Four Hundred and Thirty Eight And Paise Six )


84

104040

Providing and laying FPS brick tiles of class designation 10 over mumty roofs grouted with

cement mortar 1:3 (1cement: 3fine sand) mixed with 2% of integral water proofing compound by

weight of cement, over a 12mm layer of cement mortar 1:3 (1cement: 3fine sand) and finished

neat

Quantity

Rate

Unit

Amount

100.00

188.36

1 SQM

18,836.00

( Rupees One Hundred and Eighty Eight And Paise Thirty Six )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

85

104050

Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness and of

approved size) on roofs jointed with cement mortar 1:4 (1cement: 4coarse sand) mixed with 2%

integral water proofing compound laid over a bed of 20mm thick cement mortar 1:4 (1cement:

4coarse sand) and finished neat complete

Quantity

Rate

Unit

Amount

1900.00

340.84

1 SQM

6,47,596.00

( Rupees Three Hundred and Forty And Paise Eighty Four )


86

105040

Providing and laying four courses water proofing treatment with bitumen felt over roofs

consisting of 1st and 3rd courses of blown bitumen 85/ 25 or 90/ 15 conforming to IS: 702

applied hot @ 1.45kg/sqm of area for each course, 2nd course of roofing felt type 3 grade-I

(Hessian base self finished bitumen felt) conforming to IS:1322 and 4th and final course of stone

grit 6mm and down size or pea-sized gravel spread at 6 cudm/sqm including preparation of

surface but excluding grading complete

Quantity

Rate

Unit

Amount

100.00

242.29

1 SQM

24,229.00

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


87

108162

Providing and fixing on wall face unplasticised - Rigid PVC single socketed rain water pipes

conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving

10mm gap for thermal expansion. : 110mm dia.

Quantity

Rate

Unit

Amount

720.00

177.07

1

METRE

1,27,490.40

( Rupees One Hundred and Seventy Seven And Paise Seven )


88

108171

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

unplasticised- Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with

seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansio : Coupler, 75mm.

Quantity

Rate

Unit

Amount

180.00

84.48

1 EACH

15,206.40

( Rupees Eighty Four And Paise Forty Eight )


89

108174



seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansio : Single Pushfit Coupler,

110mm

Quantity

Rate

Unit

Amount

180.00

162.05

1 EACH

29,169.00

( Rupees One Hundred and Sixty Two And Paise Five )


90

108176



seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansio : Single tee with door,

110x110x110mm

Quantity

Rate

Unit

Amount

180.00

308.34

1 EACH

55,501.20

( Rupees Three Hundred and Eight And Paise Thirty Four )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

91

108182

Providing and fixing on wall face unplasticised - PVC moulded bend and shoe for unplasticised-

Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring

conforming to IS: 5382 leaving 10mm gap for thermal expansion : Bend 87.5o, 110mm dia bend

Quantity

Rate

Unit

Amount

180.00

157.41

1 EACH

28,333.80

( Rupees One Hundred and Fifty Seven And Paise Forty One )


92

108184

Providing and fixing on wall face unplasticised - PVC moulded bend and shoe for unplasticised-

Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring

conforming to IS: 5382 leaving 10mm gap for thermal expansion : Shoe (Plain), 110mm dia shoe

Quantity

Rate

Unit

Amount

180.00

126.05

1 EACH

22,689.00

( Rupees One Hundred and Twenty Six And Paise Five )


93

108192

Providing and fixing unplasticised- PVC pipe clips of approved design to unplasticised- PVC rain

water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required

length including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand)

and making good the wall etc., complete. : 110mm

Quantity

Rate

Unit

Amount

540.00

110.37

1 EACH

59,599.80

( Rupees One Hundred and Ten And Paise Thirty Seven )


94

108200

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm dia and weighing

not less than 440 grams

Quantity

Rate

Unit

Amount

120.00

83.81

1 EACH

10,057.20

( Rupees Eighty Three And Paise Eighty One )


95

109042

Water proofing Surface treatment inside walls and floors of water reservoirs, swimming pools,

sunken slabs/toilet floors and inside of basements, etc by cleaning the surface; preparing the

surface by acid etching; treating the surface with a two layer plaster; the first layer shall be 7/6

mm thick with octadecanoic acid based cementitious waterproofing compound and cement in the

weight ratio of 3:50 for waterproofing compound and cement; cement-sand (1:2 on floors of

basements and tunnels, 1:3 elsewhere) plaster (12 mm thick on floor, 8 mm thick on vertical

surfaces and at ceiling) and curing the plastered surface

: Inside Water Reservoir

Quantity

Rate

Unit

Amount

108.00

381.74

1 SQM

41,227.92

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


96

111120

18 mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1cement:

5coarse sand) and a top layer 6mm thick cement plaster 1:3 (1cement: 3coarse sand) finished

rough with sponge/rubber pad

Quantity

Rate

Unit

Amount

8000.00

116.49

1 SQM

9,31,920.00

( Rupees One Hundred and Sixteen And Paise Forty Nine )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

97

111151

Cement plaster to ceiling of mix - : 6 mm thick 1:3 (1cement: 3 fine sand)

Quantity

Rate

Unit

Amount

4100.00

64.43

1 SQM

2,64,163.00

( Rupees Sixty Four And Paise Forty Three )


98

111160

6 mm cement plaster 1:3 to CC/RCC in columns, beams, stairs etc when specifically ordered

except underside of ceiling

Quantity

Rate

Unit

Amount

2000.00

65.78

1 SQM

1,31,560.00

( Rupees Sixty Five And Paise Seventy Eight )


99

114042

Pointing on stone work with cement mortar 1:3 (1cement: 3fine sand) : Raised and cut pointing

Quantity

Rate

Unit

Amount

500.00

155.12

1 SQM

77,560.00

( Rupees One Hundred and Fifty Five And Paise Twelve )


100

115011

White washing with lime to give an even shade : New work (three or more coats)

Quantity

Rate

Unit

Amount

2000.00

9.83

1 SQM

19,660.00

( Rupees Nine And Paise Eighty Three )


101

115041

Distempering with oil bound washable distemper of approved brand and manufacture to give an

even shade : New work (two or more coats of distemper) over and including priming coat with

cement primer

Quantity

Rate

Unit

Amount

12000.00

65.65

1 SQM

7,87,800.00

( Rupees Sixty Five And Paise Sixty Five )


102

115060

Applying one coat of cement primer of approved brand and manufacture on wall surface

Quantity

Rate

Unit

Amount

5000.00

26.04

1 SQM

1,30,200.00

( Rupees Twenty Six And Paise Four )


103

115110

Finishing walls with water proofing cement paint of required shade two or more coats on new

work applied @ 3.84 Kg/10 sqm

Quantity

Rate

Unit

Amount

5000.00

42.05

1 SQM

2,10,250.00

( Rupees Forty Two And Paise Five )


104

115180

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required

shade on new work (Two or more coats applied @ 1.43ltr/10 sqm over and including one coat of

water proofing cement paint applied @ 2.20 kg/10sqm

Quantity

Rate

Unit

Amount

4000.00

62.93

1 SQM

2,51,720.00

( Rupees Sixty Two And Paise Ninety Three )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

105

115170

Finishing walls with Acrylic Smooth Interior paint of required shade on new work (Two or more

coats applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint

applied @ 2.20 kg/10sqm

Quantity

Rate

Unit

Amount

3000.00

78.14

1 SQM

2,34,420.00

( Rupees Seventy Eight And Paise Fourteen )


106

115091

Extra over Items for roller painting in lieu of normal brush painting if specifically ordered

Quantity

Rate

Unit

Amount

3720.00

11.50

1 SQM

42,780.00

( Rupees Eleven And Paise Fifty )


107

115200

Extra for applying water proofing cement paint as primer applied @ 2.2kg/10 sqm instead of

primer for exterior finishing

Quantity

Rate

Unit

Amount

4000.00

2.38

1 SQM

9,520.00

( Rupees Two And Paise Thirty Eight )


108

116132

Extra for plastering done on moulding cornices or architraves including neat finish to line and

level : In two coats.

Quantity

Rate

Unit

Amount

200.00

263.20

1 SQM

52,640.00

( Rupees Two Hundred and Sixty Three And Paise Twenty )


109

116160

Extra for forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface

as per approved pattern using wooden battens, nailed to the under layer including removal of

wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per

specifications and the direction of the Engineer-in-Charge White/Colour washing/Pointing on Old

work.

Quantity

Rate

Unit

Amount

200.00

28.72

1 SQM

5,744.00

( Rupees Twenty Eight And Paise Seventy Two )


110

121011

Applying Priming Coat : : With ready mixed pink or grey primer of approved brand and

manufacture on woodwork (hard and soft wood)

Quantity

Rate

Unit

Amount

1500.00

23.95

1 SQM

35,925.00

( Rupees Twenty Three And Paise Ninety Five )


111

121160

Painting one coat with chocolate, red, grey or buff ready mixed paint of approved quality on steel

or wood work

Quantity

Rate

Unit

Amount

100.00

34.35

1 SQM

3,435.00

( Rupees Thirty Four And Paise Thirty Five )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

112

124011

Varnishing with varnish of approved brand and manufacture : On new work - two or more coats

of glue sizing with copal varnish over an under coat of flatting varnish

Quantity

Rate

Unit

Amount

100.00

73.82

1 SQM

7,382.00

( Rupees Seventy Three And Paise Eighty Two )


113

131085

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot

& cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe

with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Internal

work - exposed on wall

: 40mm nominal outer dia. Pipes

Quantity

Rate

Unit

Amount

450.00

356.68

1

METRE

1,60,506.00

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


114

131131

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and

making good the walls etc. Internal work - Exposed on wall : 15 mm dia. nominal bore

Quantity

Rate

Unit

Amount

100.00

136.26

1

METRE

13,626.00

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


115

131132



Quantity

Rate

Unit

Amount

300.00

174.72

1

METRE

52,416.00

( Rupees One Hundred and Seventy Four And Paise Seventy Two )


116

131133



Quantity

Rate

Unit

Amount

375.00

220.20

1

METRE

82,575.00

( Rupees Two Hundred and Twenty And Paise Twenty )


117

131152

Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and

refilling etc. External Work : 20 mm dia. nominal bore

Quantity

Rate

Unit

Amount

300.00

158.87

1

METRE

47,661.00

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


118

131153



Quantity

Rate

Unit

Amount

300.00

202.65

1

METRE

60,795.00

( Rupees Two Hundred and Two And Paise Sixty Five )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

119

131155



Quantity

Rate

Unit

Amount

200.00

319.81

1

METRE

63,962.00

( Rupees Three Hundred and Nineteen And Paise Eighty One )


120

131156



Quantity

Rate

Unit

Amount

500.00

326.49

1

METRE

1,63,245.00

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


121

131159



Quantity

Rate

Unit

Amount

50.00

931.23

1

METRE

46,561.50

( Rupees Nine Hundred and Thirty One And Paise Twenty Three )


122

132011

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

Quantity

Rate

Unit

Amount

120.00

148.74

1 EACH

17,848.80

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


123

132051

Providing and fixing gun metal non-return valve of 25 mm nominal bore approved quality

(screwed end) : Horizontal

Quantity

Rate

Unit

Amount

70.00

265.65

1 EACH

18,595.50

( Rupees Two Hundred and Sixty Five And Paise Sixty Five )


124

132081

Providing and fixing gun metal non- return valve of 50 mm nominal bore approved quality

(screwed end) : Horizontal

Quantity

Rate

Unit

Amount

35.00

804.28

1 EACH

28,149.80

( Rupees Eight Hundred and Four And Paise Twenty Eight )


125

132180

Providing and fixing C.P. brass bib cock, 15mm nominal bore, of approved quality conforming to

IS:8931

Quantity

Rate

Unit

Amount

272.00

304.95

1 EACH

82,946.40

( Rupees Three Hundred and Four And Paise Ninety Five )


126

132190

Providing and fixing C.P. brass long nose bib cock, 15 mm nominal bore, of approved quality

conforming to IS standards and weighing not less than 810 gms

Quantity

Rate

Unit

Amount

150.00

262.09

1 EACH

39,313.50

( Rupees Two Hundred and Sixty Two And Paise Nine )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

127

133052

Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :

upto 300 mm dia. : 100 mm dia. pipe

Quantity

Rate

Unit

Amount

100.00

1,139.48

1

METRE

1,13,948.00

( Rupees One Thousand One Hundred and Thirty Nine And Paise

Forty Eight )


128

136094

Boring with 100mm diameter casing pipe for hand pump/tube well in all soils except ordinary

hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is

lowered and tested : Beyond 18 m and upto 30 m depth

Quantity

Rate

Unit

Amount

600.00

465.73

1

METRE

2,79,438.00

( Rupees Four Hundred and Sixty Five And Paise Seventy Three )


129

136100

Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of

approved quality

Quantity

Rate

Unit

Amount

300.00

585.93

1

METRE

1,75,779.00

( Rupees Five Hundred and Eighty Five And Paise Ninety Three )


130

136120

Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe

complete with all accessories

Quantity

Rate

Unit

Amount

4.00

706.82

1 EACH

2,827.28

( Rupees Seven Hundred and Six And Paise Eighty Two )


131

136147

Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making

long screws including excavation, refilling the earth or cutting of wall and making good the same

complete wherever required : 65 mm nominal bore

Quantity

Rate

Unit

Amount

200.00

687.05

1 EACH

1,37,410.00

( Rupees Six Hundred and Eighty Seven And Paise Five )


132

136150

Providing and placing on terrace/staging (at all heights) polyethylene water storage tank ISI :

12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,

outlet and overflow pipes but without fittings and the base support for tank.

Quantity

Rate

Unit

Amount

67000.00

15.72

1 LITRE

10,53,240.00

( Rupees Fifteen And Paise Seventy Two )


133

141012

Providing, laying and jointing glazed stoneware pipes grade `A' as per IS:651 including bends etc.

with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1fine sand) including

testing of joints etc. complete : 150mm diameter

Quantity

Rate

Unit

Amount

700.00

271.76

1

METRE

1,90,232.00

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




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

134

141013

Providing, laying and jointing glazed stoneware pipes grade `A' as per IS:651 including bends etc.

with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1fine sand) including

testing of joints etc. complete : 200mm diameter

Quantity

Rate

Unit

Amount

150.00

330.85

1

METRE

49,627.50

( Rupees Three Hundred and Thirty And Paise Eighty Five )


135

143091

Constructing brick masonry circular manhole 1.52m internal dia at bottom and 0.56m dia at top

in cement mortar 1:4 (1cement: 4coarse sand) inside cement plaster 12mm thick with cement

mortar 1:3 (1cement: 3coarse sand) finished with a floating coat of neat cement, foundation

concrete 1:3:6 (1cement: 3coarse sand: 6graded stone aggregate 40mm nominal size) and making

necessary channel in cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate

20mm nominal size) finished with a floating coat of neat cement all complete as per standard

design.2.30m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm

internal diameter conforming to IS: 12592, total weight of cover and frame to be not less than

182kg, fixed in cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm

nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick

cement plaster at the external surface shall be paid for separately)

: With F.P.S. bricks class designation 7.5

Quantity

Rate

Unit

Amount

20.00

16,519.27

1 EACH

3,30,385.40

( Rupees Sixteen Thousand Five Hundred and Nineteen And Paise

Twenty Seven )


136

143101

Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m : With F.P.S.

bricks class designation 7.5

Quantity

Rate

Unit

Amount

25.00

7,034.74

1

METRE

1,75,868.50

( Rupees Seven Thousand Thirty Four And Paise Seventy Four )


137

143111

Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks

1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) as per standard

design : With 20x20mm square bar

Quantity

Rate

Unit

Amount

80.00

196.81

1 EACH

15,744.80

( Rupees One Hundred and Ninety Six And Paise Eighty One )


138

143146

Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and

approved quality. (As per IS 12592-1991) : HD- 20 circular shape 560mm internal diameter

Quantity

Rate

Unit

Amount

20.00

1,545.95

1 EACH

30,919.00

( Rupees One Thousand Five Hundred and Forty Five And Paise

Ninety Five )


139

143271

Making soak pit 2.5m diameter 3.0m deep with 45x45cm dry brick honey comb shaft with bricks

of class designation 7.5 and S.W. drain pipes 100mm diameter, 1.8m long complete as per

standard design, including excavation complete : With F.P.S. bricks

Quantity

Rate

Unit

Amount

5.00

11,735.79

1 EACH

58,678.95

( Rupees Eleven Thousand Seven Hundred and Thirty Five And Paise

Seventy Nine )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

140

143272

Making soak pit 2.5m diameter 3.0m deep with 45x45cm dry brick honey comb shaft with bricks

of class designation 7.5 and S.W. drain pipes 100mm diameter, 1.8m long complete as per

standard design, including excavation complete : Extra for every cm depth above 3.0 m as per site

conditions if required

Quantity

Rate

Unit

Amount

1000.00

39.12

1 CM

DEPTH

39,120.00

( Rupees Thirty Nine And Paise Twelve )


141

151011

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast

iron P or S trap, 10litre low level white P.V.C. flushing cistern with manually controlled device

(handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting

and making good the walls and floors wherever required

: White Vitreous China Orissa pattern W.C. pan of size 580x440-mm with integral type foot rests

Quantity

Rate

Unit

Amount

67.00

2,236.12

1 EACH

1,49,820.04

( Rupees Two Thousand Two Hundred and Thirty Six And Paise

Twelve )


142

151021

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan)

with seat and lid, 10litre low level white, P.V.C. flushing cistern with manually controlled device

(handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and

making good the walls and floors wherever required

: W.C. pan with ISI marked white solid plastic seat and lid

Quantity

Rate

Unit

Amount

10.00

2,642.64

1 EACH

26,426.40

( Rupees Two Thousand Six Hundred and Forty Two And Paise

Sixty Four )


143

151041

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of

430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern , with

standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete,

including painting of fittings and brackets, cutting and making good the walls and floors wherever

required

: One urinal basin with 5litre white P.V.C. automatic flushing cistern

Quantity

Rate

Unit

Amount

10.00

2,262.72

1 EACH

22,627.20

( Rupees Two Thousand Two Hundred and Sixty Two And Paise

Seventy Two )


144

151063

Providing and fixing one piece construction white vitreous china squatting plate with an integral

longitudinal flushing pipe, white, P.V.C. automatic flushing cistern, with fittings, standard size G.I.

flush pipe for back and front flush with standard spreader pipes with fittings, G.I. clamps and C.P.

brass coupling complete including painting of fittings and cutting and making good the walls and

floors etc. wherever required

: Range of three squatting plates with 10litre P.V.C. automatic flushing cistern

Quantity

Rate

Unit

Amount

10.00

6,241.20

1 EACH

62,412.00

( Rupees Six Thousand Two Hundred and Forty One And Paise

Twenty )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

145

151074

Providing and fixing wash basin with C.I./ M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P.

brass waste of standard pattern, including painting of fittings and brackets, cutting and making

good the walls wherever required : white vitreous china flat back wash basin size 550x400mm

with single 15mm C.P. brass pillar tap

Quantity

Rate

Unit

Amount

50.00

1,380.45

1 EACH

69,022.50

( Rupees One Thousand Three Hundred and Eighty And Paise Forty

Five )


146

151100

Supplying and fixing white vitreous china circular wash basin category No. 1004 group I, size 470

mm. dia with CP brass pillar tap, 32 mm. rubber plug and CP brass chain, 32 mm. CP brass waste

of standard pattern connected with GI waste pipe upto floor level and 32 mm. dia CP brass trap

and unions complete including cutting and making good the walls etc. as a complete job

Quantity

Rate

Unit

Amount

22.00

1,438.77

1 EACH

31,652.94

( Rupees One Thousand Four Hundred and Thirty Eight And Paise

Seventy Seven )


147

151110

Providing and fixing white, vitreous china pedestal for wash basin completely recessed at the

back for the reception of pipes and fittings

Quantity

Rate

Unit

Amount

30.00

1,117.01

1 EACH

33,510.30

( Rupees One Thousand One Hundred and Seventeen And Paise One

)


148

152032

Providing and fixing Stainless Steel AISI- 304 (18/8) kitchen sink without drain board as per IS:

13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets,

cutting and making good the walls wherever required : 610x460mm bowl depth 200mm

Quantity

Rate

Unit

Amount

67.00

3,229.88

1 EACH

2,16,401.96

( Rupees Three Thousand Two Hundred and Twenty Nine And Paise

Eighty Eight )


149

152082

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings

complete : Flexible pipe 32mm dia.

Quantity

Rate

Unit

Amount

67.00

65.04

1 EACH

4,357.68

( Rupees Sixty Five And Paise Four )


150

152110

Providing and fixing 600x450mm bevelled edge mirror , 5.5 mm thick of float glass (of approved

quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass

screws and washers complete

Quantity

Rate

Unit

Amount

72.00

797.12

1 EACH

57,392.64

( Rupees Seven Hundred and Ninety Seven And Paise Twelve )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

151

153012

Providing and fixing soil, waste and vent pipes : 100mm dia. Centrifugally cast (spun) iron S&S

pipe as per IS:3989

Quantity

Rate

Unit

Amount

20.00

643.43

1

METRE

12,868.60

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


152

153232

Supplying, fitting and fixing cowls to vent pipes : : Wire cowls for pipes of size 100/150 mm dia.

Quantity

Rate

Unit

Amount

22.00

117.89

1 EACH

2,593.58

( Rupees One Hundred and Seventeen And Paise Eighty Nine )


153

153322

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P.

brass screws with concealed fitting arrangement of approved quality colour and make : 600mm

long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing

not less than 190gms

Quantity

Rate

Unit

Amount

67.00

386.27

1 EACH

25,880.09

( Rupees Three Hundred and Eighty Six And Paise Twenty Seven )


154

153481

Providing and fixing C P Brass : : Grating 150 mm. nominal size square ,18 mm high with 100 mm

dia. of the inner hinged round grating dome shape having Total wt. not less than 110 gms

Quantity

Rate

Unit

Amount

134.00

78.83

1 EACH

10,563.22

( Rupees Seventy Eight And Paise Eighty Three )


155

153482

Providing and fixing C P Brass : : Grating square slit type 150 mm square with 8 mm high &

approx. Total wt. of 100 gms

Quantity

Rate

Unit

Amount

67.00

92.19

1 EACH

6,176.73

( Rupees Ninety Two And Paise Nineteen )


156

153640

Providing and fixing 10 cm inlet and 5 cm outlet S.C.I. floor trap of self cleansing design with S.C.I.

screwed down or hinged grating with or without vent arm complete, including cost of cutting and

making good the walls and floors

Quantity

Rate

Unit

Amount

67.00

475.87

1 EACH

31,883.29

( Rupees Four Hundred and Seventy Five And Paise Eighty Seven )


157

161112

Supplying & Grassing with grass in rows 7.5cm apart in either direction including watering and

maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and

fit for mowing including supplying good earth if needed (the good earth shall be paid for

seperately.) : Calcutta Grass

Quantity

Rate

Unit

Amount

3000.00

387.80

100

SQM

11,634.00

( Rupees Three Hundred and Eighty Seven And Paise Eighty )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

158

162224

Croton different varieties of height 30-45 cm in earthen pots of size 25 cm

Quantity

Rate

Unit

Amount

100.00

59.24

1 EACH

5,924.00

( Rupees Fifty Nine And Paise Twenty Four )


159

162245

Hibiscus rosa sinensis of height 60-75 cm in earthen pots of size 35cm

Quantity

Rate

Unit

Amount

50.00

70.85

1 EACH

3,542.50

( Rupees Seventy And Paise Eighty Five )


160

171521

Drilling of bore well for specified depth in all types of soil and rock mechanically with all

contractor's tools, plants, material and labour up to 75 meters : For 150 mm dia

Quantity

Rate

Unit

Amount

375.00

209.65

1

METRE

78,618.75

( Rupees Two Hundred and Nine And Paise Sixty Five )


161

171524

Drilling of bore well for specified depth in all types of soil and rock mechanically with all

contractor's tools, plants, material and labour up to 75 meters : Extra over 75m drilling for

150mm dia

Quantity

Rate

Unit

Amount

540.00

41.93

1

METRE

22,642.20

( Rupees Forty One And Paise Ninety Three )


162

171542

Providing supplying, lowering and fixing in bore unperforated MS casing pipe 6 mm thickness up

to specified depth below ground level with all contractor's tools, plants, material and labour etc.

complete : 150 mm internal pipe

Quantity

Rate

Unit

Amount

100.00

932.57

1

METRE

93,257.00

( Rupees Nine Hundred and Thirty Two And Paise Fifty Seven )


163

171562

Providing, supplying and fixing mild steel plug or screw cap of standard make on top of casing

pipe on completed bore as directed by Engineer-In-Charge : 150mm dia

Quantity

Rate

Unit

Amount

5.00

120.22

1 EACH

601.10

( Rupees One Hundred and Twenty And Paise Twenty Two )


164

231020

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making

good the undulations etc. with earth or quarry spoils etc. and re-rolling the subgrade

Quantity

Rate

Unit

Amount

2500.00

1.31

1 SQM

3,275.00

( Rupees One And Paise Thirty One )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

165

231043

Providing and laying water bound macadam with specified stone aggregate, stone screening and

binding material including screening, sorting, spreading to template and consolidation with

power road roller of 8 to 10 tonne capacity etc. complete. : Base course with 53mm to 22.4mm

size including stone screening 11.2mm size

Quantity

Rate

Unit

Amount

300.00

1,215.82

1 CUM

3,64,746.00

( Rupees One Thousand Two Hundred and Fifteen And Paise Eighty

Two )


166

231062

Providing and laying bitumen penetration macadam with hard stone aggregate, with bitumen of

suitable penetration grade including required key aggregate as specified, spreading coarse

aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying

bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate

spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity :

For 75mm compacted thickness in two layers using 9cum coarse aggregate of size 63-41mm

graded, 1.8cum key aggregate of size 20mm graded, and 680kg paving asphalt 80/ 100 per

100sqm

Quantity

Rate

Unit

Amount

2500.00

381.62

1 SQM

9,54,050.00

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


167

233011

Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS:

8887- 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and

preparing the existing road surface as per specification : On W.B.M. @ 0.4kg/ sqm

Quantity

Rate

Unit

Amount

2500.00

19.49

1 SQM

48,725.00

( Rupees Nineteen And Paise Forty Nine )


168

233012

Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS:

8887- 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and

preparing the existing road surface as per specification : On bituminous surface @ 0.25kg/ sqm

Quantity

Rate

Unit

Amount

2500.00

13.86

1 SQM

34,650.00

( Rupees Thirteen And Paise Eighty Six )


169

238021

Providing and laying Dense Bituminous concrete on prepared surface with specified graded stone

aggregate for wearing course, mixing of bitumen, filler & stone aggregate in hot mix plant,

transporting the mixed material and laying with mechanical paver finisher fitted with electronic

sensing device to the required level and grade and rolling with road rollers, as per specification,

to achieve the desired density and compaction but excluding cost of primer / tack coat : 40 mm /

50mm compacted thickness with bitumen of grade 60/70 @ 6.5% and lime @ 3% by weight of

total mix

Quantity

Rate

Unit

Amount

125.00

7,609.43

1 CUM

9,51,178.75

( Rupees Seven Thousand Six Hundred and Nine And Paise Forty

Three )


170

252120

Coarse sand (Minimum zone III )

Quantity

Rate

Unit

Amount

100.00

920.00

1 CUM

92,000.00

( Rupees Nine Hundred and Twenty )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

171

252020

Moorum

Quantity

Rate

Unit

Amount

600.00

86.25

1 CUM

51,750.00

( Rupees Eighty Six And Paise Twenty Five )


172

136020

Constructing masonry Chamber 60x60x75 cm, inside with 7.5 class designation brick work with

FPS Bricks in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve, with C.I. surface box

100mm. top diameter and 160 mm bottom diameter and 180 mm deep ( inside) with chained lid

and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal

size ) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone

aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse

sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design

Quantity

Rate

Unit

Amount

92.64

2,784.88

1 EACH

2,57,999.64

( Rupees Two Thousand Seven Hundred and Eighty Four And Paise

Eighty Eight )


173

171410

Selection of suitable site for drilling bore well/tube well by electrical resistivity method for all

diameters

Quantity

Rate

Unit

Amount

5.00

872.98

1 EACH

4,364.90

( Rupees Eight Hundred and Seventy Two And Paise Ninety Eight )


174

237030

Supplying and laying Kerb stone 30cm X 20cm (In Section / including chamfering as per design if

any) chisel dressed on top and sides including fixing in 1:6 cement sand mortar and pointing

with 1:2 cement mortar (1cement:2 Sand ordinary) including all excavation / refilling, ramming

and other incidental works as required

Quantity

Rate

Unit

Amount

654.00

548.22

1

METRE

3,58,535.88

( Rupees Five Hundred and Forty Eight And Paise Twenty Two )


175

161470

Supplying & sowing of seeds of specified varieties of trees/shrubs in a well fenced area or along a

fencing as nominated by the Engineer's representative including preparation of bed, watering,

manuring, applying insecticides etc. complete in all respects. The seed should be nursed for a

period of 3 months from the date of sowing including supply of labour and material. Trees include

Amaltas, Casuarina, Eucalyptus, Jacaranda, Jarul, Karanj, Ashoka, Phurush, Babla, Sisham, Sal,

Segun etc.

Quantity

Rate

Unit

Amount

6141.00

91.42

1 SQM

5,61,410.22

( Rupees Ninety One And Paise Forty Two )




Schedule of Items


Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

4,39,05,783.86

(No. of Items 175 ONLY)

Schedule A Departmental Value :

71,12,736.99

ABOVE 16.2 %

5,10,18,520.85

Schedule A Total :

Rupees in Words ( Rupees Five Crore Ten Lakh Eighteen Thousand Five Hundred and Twenty And Paise Eighty Four




Annexure - II

Tender Ref No :-

ASK-TK/21

Notice Date :-

01/02/2017

Dept : ENGINEERING



Name of the Work :


Tumkur section.

Schedule of Items


Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

1

EW03-101

Earthwork in cutting in all soils: Earthwork for excavation in cuttings for all kinds of soils in

connection with making formation/side drains/catch water drains/bridges/trolley refuges etc.,

as per required cross section, L- section & profile including removing all trees, bushes, debris,

constructions, etc., from the site with contractor`s equipment, machinery, labour, consumables

etc.,as per technical specifications & special conditions, including removing cut spoils and taking

to embankment/outside railway land so as to clear the site with all leads & lifts, as directed by

Engineer-in-charge.

Note: i) Payment shall be based on cross section measurement only.

ii) The term 'all soils' mentioned above include loose soil, ordinary soil (workable with spade),

hard soil including stiff clay, moorum, shingle, soft laterite etc., requiring close application of

picks to loosen and small boulders measuring not more than 300 mm in any direction.

(iii) No extra payment for lead etc., is admisible.

(iv) Only 75 percent payment for the quantity executed is payable in a particular bill initially. 15

percent of the balance amount shall be released after the L section and profile are perfectly

reached and handed over to Railways. Remaining 10 percent shall be released only after the

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

over.

Quantity

Rate

Unit

Amount

1000.00

61.20

1 cu.m

63,954.00

( Rupees Sixty One And Paise Twenty )

Contractor's % : 4.5 Discount : 0

2

EW03-102

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,

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.


ii) Soft rock means rock which does not require blasting and which can be excavated by

continuous operation of excavators/picks/bars etc.


(iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15


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.

Quantity

Rate

Unit

Amount

300.00

78.00

1 cu.m

24,453.00

( Rupees Seventy Eight )




Schedule of Items


Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

3

EW03-103

Earthwork in cutting in Hard Rock requiring blasting: Earthwork for excavation in cuttings in

hard rock strata by blasting using explosives 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.


ii) Hard rock requiring blasting means rock which require blasting and which cannot be

excavated by excavators/ picks/ bars etc.

(iii) No extra payment for lead etc., is admissible.





and handed over.

Quantity

Rate

Unit

Amount

200.00

235.00

1 cu.m

49,115.00

( Rupees Two Hundred and Thirty Five )


4

EW03-104

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.


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.


(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.

Quantity

Rate

Unit

Amount

200.00

478.00

1 cu.m

99,902.00

( Rupees Four Hundred and Seventy Eight )




Schedule of Items


Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

5

EW03-201

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.






and handed over.

(v) 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 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.

Quantity

Rate

Unit

Amount

1300.00

52.50

1 cu.m

71,321.25

( Rupees Fifty Two And Paise Fifty )


6

EW03-301

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.

Quantity

Rate

Unit

Amount

11300.00

10.50

1 cu.m

1,23,989.25

( Rupees Ten And Paise Fifty )


7

DD03-101

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.



Schedule of Items


Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

Quantity

Rate

Unit

Amount

1.00

4,700.00

1 KM

4,911.50

( Rupees Four Thousand Seven Hundred )


8

DD03-102

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 25m or less, including

computation of theoritical/actual quantities done as per classification of different types 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.

Quantity

Rate

Unit

Amount

1.00

4,700.00

1 KM

4,911.50

( Rupees Four Thousand Seven Hundred )


4,42,557.50


Schedule B Departmental Value :

0.00

4,42,557.50

Schedule B Total :

Rupees in Words ( Rupees Four Lakh Forty Two Thousand Five Hundred and Fifty Seven And Paise Fifty ONLY )




Annexure - II

Tender Ref No :-

ASK-TK/21

Notice Date :-

01/02/2017

Dept : ENGINEERING



Name of the Work :


Tumkur section.

Schedule of Items


Schedule 'C'

VETTED ITEMS

Sl. No.


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.

Quantity

Rate

Unit

Amount

1556.00

6,342.00

1 T

1,05,78,658.94

( Rupees Six Thousand Three Hundred and Forty Two )


1,05,78,658.94


Schedule C Departmental Value :

0.00

1,05,78,658.94

Schedule C Total :

Rupees in Words ( Rupees One Crore Five Lakh Seventy Eight Thousand Six Hundred and Fifty Eight And Paise Ninety




Annexure - II

Tender Ref No :-

ASK-TK/21

Notice Date :-

01/02/2017

Dept : ENGINEERING



Name of the Work :


Tumkur section.

Schedule of Items


Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

1

BRPC1

Plain Cement Concrete (M15 to M30 design mix) Cast-in-situ work (cement will be paid

separately) with Contractors all materials including 40mm or below graded hard crushed stone

aggregate, sand, admixture, water, etc., of approved quality in foundations, abutments, piers, wing

walls, return walls etc., of bridges and other structures as required, including fixing and removal

of contractors shutter/ form work/ supports, vibrating/compacting, providing weep holes with

contractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approved

expansion joints with necessary materials as per design/drawings, curing of concrete,

pumping/bailing out of water wherever necessary with Contractors own pump, power, fuel etc;,

finishing the surfaces wherever required, etc., complete, with all lead, lift, transport, consumables,

labour, tools and plant, materials, etc., as per approved drawings/specification /conditions and as

directed by the Engineer-in-charge.

NOTES:

(1) Single rate will apply for all mixes (M15,M20,M25 and M30) irrespective of proportion of

materials used (per cubic metre ( cum) of concrete).

(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators

and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other

relevant specifications as 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.,

Quantity

Rate

Unit

Amount

500.00

2,500.00

1 CUM

14,52,500.00

( Rupees Two Thousand Five Hundred )


2

BRPC2

Plain Cement Concrete (M15 to M30 design mix) Cast-in-situ work (cement will be paid

separately) with Contractors all materials including 20mm/12.5mm graded hard crushed stone

aggregate, sand, admixture, water, etc., of approved quality in bed blocks, wearing coat, coping,

ballast walls etc. of bridges and other structures as required, including fixing and removal of

contractors shutter/form work/ supports, vibrating/compacting, providing weep holes with

contractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approved

expansion joints with necessary materials as per design/drawings, curing of concrete, pumping/

bailing out of water 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


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)






Schedule of Items


Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

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.




(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.


etc.,

Quantity

Rate

Unit

Amount

150.00

2,600.00

1 CUM

4,53,180.00

( Rupees Two Thousand Six Hundred )


3

BRRC1

Reinforced Cement Concrete (M20 to M40 design mix) work (Cement & Steel will be paid

separately),with Contractors all materials including 20mm graded hard crushed stone aggregate,

sand, admixture, water etc., of approved quality in foundations including below ground level,

abutments, piers, pile caps, bed blocks, trestle beams, girders, pedestals, retaining walls,

boxes/slabs for flat top bridges, deck slabs, girders, kerb walls, diaphrams, cross frames etc., on

girder bridges and other structures of any design/shape as required, above or below ground level

of any size and shape, including fixing and removal of contractors shutters/form work/ supports,

vibrating/compacting, and providing weep holes with AC pipes 75mm to 100mm dia and

normal/approved expansion joints with necessary materials as per designs/drawings wherever

necessary, curing of concrete, pumping/bailing out of water wherever necessary with Contractors

own pump, power, fuel etc., finishing the surfaces wherever required etc., complete and including

handling, uncoiling, cutting, bending, cranking, tying M.S./Tor Rods/wires/other steel to form

reinforcement with Contractors galvanizsed binding wire of size 18/20 SWG(0.90mm) to IS280,

etc., fixing in position reinforcement gauge complete as required with all lead, lift, transport,

materials, consumables, labour, tools and plant, etc., and including 2 coats of cement painting as

per approved drawings/specifications/ conditions and as directed by the Engineer-in-charge.

Plant produced Ready-mix concrete shall be used 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.




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.




(6) Admixtures, binding wires, 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



Schedule of Items


Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

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.


etc.,

Quantity

Rate

Unit

Amount

100.00

3,600.00

1 CUM

4,18,320.00

( Rupees Three Thousand Six Hundred )


23,24,000.00


Schedule D Departmental Value :

0.00

23,24,000.00

Schedule D Total :

Rupees in Words ( Rupees Twenty Three Lakh Twenty Four Thousand And Paise Twenty Three ONLY )




Annexure - II

Tender Ref No :-

ASK-TK/21

Notice Date :-

01/02/2017

Dept : ENGINEERING



Name of the Work :


Tumkur section.

Schedule of Items


Schedule 'E'

VETTED ITEMS

Sl. No.


CODE

1

ST02-001

Supply of High Yield Strength Deformed reinforcement steel bars / Fe 415 / Fe 415D / Fe 415S /

Fe 500D / Fe 500S / Fe 550 / Fe 550D / Fe 600 conforming to IS 1786:2008 (with latest

amendment) 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 Fe500, Fe550 and Fe 600 and their

variants viz. Fe 500D, Fe 500S and Fe 550D. If Fe 415 grade or its variants Fe 415D or Fe 415S

are used, they will be paid at a reduction of Rs.2000/- per MT from agreed rates.

(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 will be made as per actual used including over laps, cranks,

bends, etc., if any, as per approved drawing and as per Special Conditions for use of steel.

However, no payment will be made for any wastage. 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 shall not be treated as supply

items under this schedule and shall be governed by the Schedule and Special Conditions under

the relevant items of concreting etc., and no extra payment shall be made.

(5) Reinforcement steel shall be supplied and used as per approved drawings and as per

instructions of the Engineer-in-charge

Quantity

Rate

Unit

Amount

108.00

51,790.00

1 T

62,98,078.32

( Rupees Fifty One Thousand Seven Hundred and Ninety )


SPECIAL RATES

62,98,078.32


Schedule E Departmental Value :

0.00

62,98,078.32

Schedule E Total :

Rupees in Words ( Rupees Sixty Two Lakh Ninety Eight Thousand Seventy Eight And Paise Thirty Two ONLY )




Annexure - II

Tender Ref No :-

ASK-TK/21

Notice Date :-

01/02/2017

Dept : ENGINEERING



Name of the Work :


Tumkur section.

Schedule of Items


Schedule 'F'

VETTED ITEMS

Sl. No.


CODE

1

EW03-202

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 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.



percent of the balance amount shall be released after the L section and profile are prefectly


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.

Quantity

Rate

Unit

Amount

10000.00

126.60

1 cu.m

14,25,516.00

( Rupees One Hundred and Twenty Six And Paise Sixty )


SPECIAL RATES



Schedule of Items


Schedule 'F'

VETTED ITEMS

Sl. No.


CODE

14,25,516.00


Schedule F Departmental Value :

0.00

14,25,516.00

Schedule F Total :

Rupees in Words ( Rupees Fourteen Lakh Twenty Five Thousand Five Hundred and Sixteen And Paise Fourteen ONLY




Annexure - II

Tender Ref No :-

ASK-TK/21

Notice Date :-

01/02/2017

Dept : ENGINEERING



Name of the Work :


Tumkur section.

Schedule of Items


Schedule 'J'

NON VETTED ITEMS

Sl. No.


CODE

1

201706

Carried out yield test and recommending suitable capacity pump by 20 %

V

knotch method.

Quantity

Rate

Unit

Amount

2.00

4,500.00

1 EACH

9,000.00

( Rupees Four Thousand Five Hundred )


2

228248

Supplying and fixing a 3 phase multi stage 6 HP submersible pump set complete for bore wells

with 50 mm dia outlet including all accessories, controle pannel with starter, volta metre

ammetre, low water lever guard with PVC 3 core cable ( multi standard copper conductor) to

required length earthing etc., complete as per IS 8034 : 2002 and directed by the Engineer in

charge.

Quantity

Rate

Unit

Amount

2.00

45,000.00

1 EACH

90,000.00

( Rupees Forty Five Thousand )


3

201712

Supply and laying of Eurocon/ultra or any other equivalent factory made cement concrete tiles

Capri model/ any other approved design for platform wall top, ramps, FOB steps, landings,

portico flooring etc of size as per requirement and thickness not less than 25mm including

preparation of existing surface and laying tiles over cement mortar 1:5, 20 mm thick and finishing

with matching color mortar with all contractors materials, like cement , sand, all lead lift etc

complete as directed by Engineer in charge

Quantity

Rate

Unit

Amount

450.00

900.00

1 SQM

4,05,000.00

( Rupees Nine Hundred )


SPECIAL RATES

4

227820

Design and submission of architectural drawing for building or any specified building upto floor

2 including architectural finishing suitable to building and also satisfying Railways functional

requirement and working. Note(i) This includes submission of structural design of building and

drawing details. (ii) Architectural design need to be given to building as per direction of Engineer-

in-Charge suitable to the locality/heritage/ culture of the region. (iii) Only skeleton line sketch of

building will be given by the Railways for station/quarters functional requirement.

Quantity

Rate

Unit

Amount

1800.00

270.00

1 SQM

4,86,000.00

( Rupees Two Hundred and Seventy )


5

201711

Manufacturing and supplying and Fixing precast Oranamentally designed fencing wall with

natural stone finish surface in natural grey/terracotta red colour or any approved colour

approved by Engineer in-charge,of size 1800mm x300mm of 50mm thickness ,with M30 grade of

concrete for height of 1.8m with RCC Pre-cast concrete post of size 150mm x100mm with grooves

suitable to fit and fix .Excavation of pit of size 300x300x600mm and concreting with CC 1:2:4 duly

fixing posts true vertical alignment and at horizontal distance about 1.8 m with all contractors

materails, labour,tools and plants,lead,lift etc complete as per Drg No.Dy.CE/CN/HAS SK 1-2012

and as directed by Engineer in -charge. (Rate inclueds excavation of pit and concreting with CC

1:2:4 and steel ,Wire mesh,cement and all other Materils )

Quantity

Rate

Unit

Amount



Schedule of Items


Schedule 'J'

NON VETTED ITEMS

Sl. No.


CODE

1156.00

1,710.00

1 SQM

19,76,760.00

( Rupees One Thousand Seven Hundred and Ten )


SPECIAL RATES

6

228249

Supplying and fixing of 1x3x4 Sqm Finolex make submersible cable/water proof copper

conductor

Quantity

Rate

Unit

Amount

750.00

72.00

1 M

54,000.00

( Rupees Seventy Two )


7

228250

Supplying and fixing Outdoor panel board consisting of ammeter, volt meter, single phase

preventor, relay, 3 neon amps 1 capacitor, 1 TP switch all housed in a box with locking

arrangements with lock and key, I/C wiring for operation of 6 HP 3 phase motor etc., as required.

Quantity

Rate

Unit

Amount

2.00

8,100.00

1 LS

16,200.00

( Rupees Eight Thousand One Hundred )


8

759N1

Provision of counter table computerized reservation similar to Plan DY.CE/CN/MAS/48/87/1

with 19mm thick block board for sides and top with piano hinges multipurpose Godrej lock,

Acrylic knob etc., side exposed position turn shed will laminations back side and adjoining

counter wall and interior, position furnishing with two coats of white enamel over a coat of white

enamel over a coat of primer complete and fixing in position (for size as shown in drawing) as


Quantity

Rate

Unit

Amount

4.00

27,000.00

1 NOS

1,08,000.00

( Rupees Twenty Seven Thousand )


SPECIAL RATES

9

228647

Supply of technical helping hand for carrying out of auto cad drawings and having full knowledge

of Railway drawing such as preparing L-section, cross section plotting of earthwork levels in

computer, alteration of bridge drawings, P.Way yard drawings etc., as directed by Engineer-in-

charge. A) Man should have experience. Per day means 8 working hours

Quantity

Rate

Unit

Amount

900.00

495.00

1 DAYS

4,45,500.00

( Rupees Four Hundred and Ninety Five )


10

228648

Providing services of helping hand man power to carryout miscellaneous/sundry works in the

office/field between 08.00 hrs and 20.00 hrs of the day and accompanying Railway staff with all

expenses of transportation, accommodation, food, consumables etc., with all ascents/descents,

taxes, octroi, cess, fees, duties, with contractors tools and plants, materials, consumables, labour,

crew, machineries with all lead and lift etc., complete as per special condition, specification,

regulation and as directed by Engineer-in-charge.

Quantity

Rate

Unit

Amount

900.00

306.00

1 DAYS

2,75,400.00

( Rupees Three Hundred and Six )


SPECIAL RATES

11

228649

Supply of helping hand for operating of computers having knowledge in MS office in field office

etc., complete as directed by the Engineer-in-charge.

Quantity

Rate

Unit

Amount

700.00

342.00

1 DAYS

2,39,400.00

( Rupees Three Hundred and Forty Two )




Schedule of Items


Schedule 'J'

NON VETTED ITEMS

Sl. No.


CODE

41,05,260.00


Schedule J Departmental Value :

0.00

41,05,260.00

Schedule J Total :

Rupees in Words ( Rupees Forty One Lakh Five Thousand Two Hundred and Sixty And Paise Forty One ONLY )



Documents

Office of the nùÊIÉhÉ {ÉÎ¶SÉ¨É ®äú±É´Éä Chief Administrative …swr.indianrailways.gov.in/swr/award/1499154800686_74302... · 2018. 5. 1. · 07/03/2017 issued by