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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 {ÉζSÉ¨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
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 : 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 )
Contractor's % : 0 Discount : 0
3
011013
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 : 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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 2 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 3 of
43 Signature of Contract Signing Authority
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
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
)
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 4 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 5 of
43 Signature of Contract Signing Authority
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
28
043011
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 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 )
Contractor's % : 0 Discount : 0
29
043017
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 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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 6 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 7 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 8 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 9 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 10 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 11 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 12 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 13 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 14 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
89
108174
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 : 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 )
Contractor's % : 0 Discount : 0
90
108176
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 : 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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 15 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 16 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 17 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 18 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
115
131132
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 : 20 mm dia. nominal bore
Quantity
Rate
Unit
Amount
300.00
174.72
1
METRE
52,416.00
( Rupees One Hundred and Seventy Four And Paise Seventy Two )
Contractor's % : 0 Discount : 0
116
131133
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 : 25 mm dia. nominal bore
Quantity
Rate
Unit
Amount
375.00
220.20
1
METRE
82,575.00
( Rupees Two Hundred and Twenty And Paise Twenty )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
118
131153
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and
refilling etc. External Work : 25 mm dia. nominal bore
Quantity
Rate
Unit
Amount
300.00
202.65
1
METRE
60,795.00
( Rupees Two Hundred and Two And Paise Sixty Five )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 19 of
43 Signature of Contract Signing Authority
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
119
131155
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and
refilling etc. External Work : 40 mm dia. nominal bore
Quantity
Rate
Unit
Amount
200.00
319.81
1
METRE
63,962.00
( Rupees Three Hundred and Nineteen And Paise Eighty One )
Contractor's % : 0 Discount : 0
120
131156
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and
refilling etc. External Work : 50 mm dia. nominal bore
Quantity
Rate
Unit
Amount
500.00
326.49
1
METRE
1,63,245.00
( Rupees Three Hundred and Twenty Six And Paise Forty Nine )
Contractor's % : 0 Discount : 0
121
131159
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and
refilling etc. External Work : 100 mm dia. nominal bore
Quantity
Rate
Unit
Amount
50.00
931.23
1
METRE
46,561.50
( Rupees Nine Hundred and Thirty One And Paise Twenty Three )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 20 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 21 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 22 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 23 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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
)
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 24 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 25 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 26 of
43 Signature of Contract Signing Authority
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
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 27 of
43 Signature of Contract Signing Authority
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
171
252020
Moorum
Quantity
Rate
Unit
Amount
600.00
86.25
1 CUM
51,750.00
( Rupees Eighty Six And Paise Twenty Five )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 28 of
43 Signature of Contract Signing Authority
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
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
Signature of Contractor Schedule Page No: 29 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 'B'
VETTED ITEMS
Sl. No.
Description of Items
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.
Note: i) Payment shall be based on cross section measurement only.
ii) Soft rock means rock which does not require blasting and which can be excavated by
continuous operation of excavators/picks/bars etc.
(iii) No extra payment for lead etc., is admisible.
(iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15
percent of the balance amount shall be released after the L section and profile are perfectly
reached and the formation is handed over to Railways. Remaining 10 percent shall be released
only after the formation in the full block section or identified length is completed in all respects
and handed over.
Quantity
Rate
Unit
Amount
300.00
78.00
1 cu.m
24,453.00
( Rupees Seventy Eight )
Contractor's % : 4.5 Discount : 0
Signature of Contractor Schedule Page No: 30 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'B'
VETTED ITEMS
Sl. No.
Description of Items
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.
Note: i) Payment shall be based on cross section measurement only.
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.
(iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15
percent of the balance amount shall be released after the L section and profile are perfectly
reached and the formation is handed over to Railways. Remaining 10 percent shall be released
only after the formation in the full block section or identified length is completed in all respects
and handed over.
Quantity
Rate
Unit
Amount
200.00
235.00
1 cu.m
49,115.00
( Rupees Two Hundred and Thirty Five )
Contractor's % : 4.5 Discount : 0
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.
Note: i) Payment shall be based on cross section measurement only.
ii) Hard rock requiring controlled blasting means rock which cannot be excavated by excavators/
picks/ bars etc. and which require controlled blasting duly providing protection measures for
properties around or which require use of chemicals or other means to loosen the rock.
(iii) No extra payment for lead etc., is admisible.
(iv) Only 75% payment for the quantity executed in a particular bill is payable initially. 15% of
the balance amount shall be released after the L section and profile are perfectly reached and the
formation is handed over to Railways. Remaining 10% shall be released only after the formation
in the full block section or identified length is 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 )
Contractor's % : 4.5 Discount : 0
Signature of Contractor Schedule Page No: 31 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'B'
VETTED ITEMS
Sl. No.
Description of Items
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.
(iii) No extra payment for lead etc., is admisible.
(iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15
percent of the balance amount shall be released after the L section and profile are perfectly
reached and the formation is handed over to Railways. Remaining 10 percent shall be released
only after the formation in the full block section or identified length is completed in all respects
and handed over.
(v) Formation width at top shall be 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 )
Contractor's % : 4.5 Discount : 0
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 )
Contractor's % : 4.5 Discount : 0
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.
Signature of Contractor Schedule Page No: 32 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'B'
VETTED ITEMS
Sl. No.
Description of Items
CODE
Quantity
Rate
Unit
Amount
1.00
4,700.00
1 KM
4,911.50
( Rupees Four Thousand Seven Hundred )
Contractor's % : 4.5 Discount : 0
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 )
Contractor's % : 4.5 Discount : 0
4,42,557.50
(No. of Items 8 ONLY)
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 )
Signature of Contractor Schedule Page No: 33 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 'C'
VETTED ITEMS
Sl. No.
Description of Items
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 )
Contractor's % : 7.2 Discount : 0
1,05,78,658.94
(No. of Items 1 ONLY)
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
Signature of Contractor Schedule Page No: 34 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 'D'
VETTED ITEMS
Sl. No.
Description of Items
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 )
Contractor's % : 16.2 Discount : 0
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
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
Signature of Contractor Schedule Page No: 35 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'D'
VETTED ITEMS
Sl. No.
Description of Items
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.
(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
150.00
2,600.00
1 CUM
4,53,180.00
( Rupees Two Thousand Six Hundred )
Contractor's % : 16.2 Discount : 0
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.
(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators
and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other
relevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC
works.
(3) Rates shall include all materials, operations, etc., complete except for Cement and Steel and
excavation for foundations and substructure, if required, which will be paid for separately under
relevant SSR/other schedules. Similarly, neoprene bearing pads, expansion joints and steel
ladders attached to the PSC girder/slab will also be paid for separately.
(4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCC
girders/slabs/beams/columns, only rigid plate steel shutters shall be used.
(5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.
(6) Admixtures, binding wires, clamps/anchors etc., as required/ as per designs shall be arranged
by the Contractor at his cost.
(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
Signature of Contractor Schedule Page No: 36 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'D'
VETTED ITEMS
Sl. No.
Description of Items
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.
(10) Rate includes placing of concrete in position for all heights by manual/concrete pump/crane
etc.,
Quantity
Rate
Unit
Amount
100.00
3,600.00
1 CUM
4,18,320.00
( Rupees Three Thousand Six Hundred )
Contractor's % : 16.2 Discount : 0
23,24,000.00
(No. of Items 3 ONLY)
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 )
Signature of Contractor Schedule Page No: 37 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 'E'
VETTED ITEMS
Sl. No.
Description of Items
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 )
Contractor's % : 12.6 Discount : 0
SPECIAL RATES
62,98,078.32
(No. of Items 1 ONLY)
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 )
Signature of Contractor Schedule Page No: 38 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 'F'
VETTED ITEMS
Sl. No.
Description of Items
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.
(iii) No extra payment for lead etc., is admisible.
(iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15
percent of the balance amount shall be released after the L section and profile are prefectly
reached and the formation is handed over to Railways. Remaining 10 percent shall be released
only after the formation in the full block section or identitifed length is completed in all respects
and handed over.
(v) Only soils of category I or II or III or IV as per clause 15 of Technical Specifications is
permitted. Payment for category III will be reduced by 5 percent and for cateogory IV will be
reduced by 10 percent of the accepted rates. Accepted rates apply to soil with PI upto 7. For PI
beyond 7 and upto 20, a further reduction of 10 percent in accepted rates shall apply. Use of
category V soil as per clause 15 of Technical Specifications is banned.
(vi) Formation width at top shall be made with 500mm extra on either side initially and after
compaction be cut to standard profile. No extra payment shall be made for this purpose. If the
extra width is not made at any single location of less than 100 m length, payments due shall be
reduced by 5% for that entire 100 m stretch.
Quantity
Rate
Unit
Amount
10000.00
126.60
1 cu.m
14,25,516.00
( Rupees One Hundred and Twenty Six And Paise Sixty )
Contractor's % : 12.6 Discount : 0
SPECIAL RATES
Signature of Contractor Schedule Page No: 39 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'F'
VETTED ITEMS
Sl. No.
Description of Items
CODE
14,25,516.00
(No. of Items 1 ONLY)
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
Signature of Contractor Schedule Page No: 40 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 'J'
NON VETTED ITEMS
Sl. No.
Description of Items
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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
Signature of Contractor Schedule Page No: 41 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'J'
NON VETTED ITEMS
Sl. No.
Description of Items
CODE
1156.00
1,710.00
1 SQM
19,76,760.00
( Rupees One Thousand Seven Hundred and Ten )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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
directed by the Engineer-in-charge.
Quantity
Rate
Unit
Amount
4.00
27,000.00
1 NOS
1,08,000.00
( Rupees Twenty Seven Thousand )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
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 )
Contractor's % : 0 Discount : 0
Signature of Contractor Schedule Page No: 42 of
43 Signature of Contract Signing Authority
Schedule of Items
LOA No. W496/ASK-TK/21 Date 15/06/2017 of UCC 74302
Schedule 'J'
NON VETTED ITEMS
Sl. No.
Description of Items
CODE
41,05,260.00
(No. of Items 11 ONLY)
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 )
Signature of Contractor Schedule Page No: 43 of
43 Signature of Contract Signing Authority