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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
1 905.00 Cum
(Nine hundred and five
Cubic metre)
Earth work excavation for foundation in all soils and sub-soils and to full depth as
may be directed except in rock requiring blasting inclusive of shoring, shuttering,
baling out water wherever necessary and depositing the surplus earth within the
compound in places shown by the departmental officers with an initial lead of 10 mts
and initial lift of 2 mts. and clearing and levelling the site, etc., complete complyingwith standard specification.
23&24 M3 (One
cubic metre)
2 229.00 Cum
(Two hundred and
twenty nine Cubic
metre)
Earth work open excavation in all soils and sub-soils and to full depth as may be
directed except in rock requiring blasting inclusive of shoring, shuttering, baling out
water wherever necessary and depositing the excavated earth with a lead of 10
mts.initial lift of 2 mts, within the compound in places shown by the departmental
officers and clearing and levelling the site, etc., complete complying with standard
specification.
24&25 M3 (One
cubic metre)
3 147.50 Cum
(One hundred and
forty seven point five
zero Cubic metre)
Supplying and filling in foundation, basement etc with Stone dust in layers of not
more than 15 cm thick well watered, rammed and consolidated etc. complete
complying with standard specification and as directed by the departmental officers.
24&25 M3 (One
cubic metre)
4 85.00 Cum
(Eighty five Cubic
metre)
Refilling the excavated earth in layers of not more than 15 cm thick well rammed,
watered and consolidated etc. complete complying with standard specification
24&25 M3 (One
cubic metre)
5 819.00 Cum
(Eight hundred and
nineteen Cubic metre)
Supplying and filling in foundation, basement with Conveyed earth in layers of not
more than 15 cm thick well watered, rammed and consolidated etc. complete
complying with standard specification and as directed by the departmental officers.
24&25 M3 (One
cubic metre)
6 11.50 Cum
(Eleven point five zero
Cubic metre)
Supplying and filling 40mm gauge HBG stone jelly etc. complete complying with
standard specification and as directed by the departmental officers.
5 M3 (One
cubic metre)
BILL OF QUANTITIES
Name of work:Construction of Evacuation Shelter for 1000 People Capacity as School Building includeing Electrification, Water supply and sewerage for Kayalpatinam
village in Thoothukudi District.
1
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
7 11.50 Cum(Eleven point five zero
Cubic metre)
Supplying and filling 20mm gauge HBG stone jelly etc. complete complying withstandard specification and as directed by the departmental officers.
5 M3 (Onecubic metre)
8 310.00 Sqm
(Three hundred and
ten Square metre)
supplying and fixing in position terracotta Jally of size 20x20x5cm including
pointing, finishing, curing, etc., complete complying with standard specification and
as directed by the departmental officers.
SPECIAL M2 (one
square
metre)
9 68.80 Cum(Sixty eight point eight
zero Cubic metre)
Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly)using 40 mm gauge hard broken granite stone jelly for foundation including
dewatering wherever necessary and laid in layers of not more than 15 cm thick well
rammed, consolidated and curing etc. complete complying with standard
specification
28 M3 (Onecubic metre)
10 60.00 Cum
(Sixty Cubic metre)
Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly)
using 40 mm gauge hard broken granite stone jelly for flooring including laid in
layers of not more than 15 cm thick well rammed, consolidated and curing etc.
complete complying with standard specification
28 M3 (One
cubic metre)
11 8.50 Cum
(Eight point five zero
Cubic metre)
Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone
jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and
curing, etc., complete as per standard specifications and as directed by the
departmental officers.
28 M3 (One
cubic metre)
12 101.00 Sqm
(One hundred and oneSquare metre)
Damp proof course with Cement Mortar 1:4 (One Cement and Four sand) 12mm
thick mixed with best approved quality water proofing compound conforming toIndian Standard specification as specified by the departmental officers at 2% by
weight of cement used and finishing, curing etc. complete complying with standard
specification.
38 M2 (one
square
metre)
2
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
13 495.00 Sqm(Four hundred and
ninety five Square
metre)
Supplying and erecting steel centering including necessary supports for planesurfaces for Reinforced Cement Concrete works such as column footings, column
pedestals, plinth beams, grade beams, staircase steps, etc. which require only
nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened
with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over
silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at
suitable intervals etc. complete in all floors complying with standard specification.
(Payment for centering shall be given after the concrete is laid)
28 M2 (onesquare
metre)
14 Supplying and erecting centering for sides and soffits including necessary supports
and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with
all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened
with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over
silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and
supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm
centre to centre including cross bracings etc. complete complying with the standard
specification. (Payment for centering shall be given after the concrete is laid)
28
a 2666.00 Sqm
(Two thousand six
hundred and sixty six
Square metre)
For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks,
landing slab, waist slab, portico slabs and beams, etc.
28 M2 (one
square
metre)
b 541.00 Sqm
(Five hundred and
forty one Squaremetre)
For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia,
vertical wall, etc.
28 M2 (one
square
metre)
c 1073.00 Sqm
(One thousand and
seventy three Square
metre)
For plane surfaces such as rectangular or square RCC columns, sunshades,
top and bottom slab of RCC boxing, etc.
28 M2 (one
square
metre)
3
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
15 1521.00 Sqm(One thousand five
hundred and twenty
one Square metre)
Providing additional strutting to centering of reinforced cement concrete slabs orplane surfaces for every additional 1m height or part there of but not less than 30cm
over the initial height of 3 meter from floor level using casurina props 10Cm to 13Cm
dia including cross bracing etc.,complete complying with standard specification and
as directed by the departmental officers.
28 M2 (onesquare
metre)
16 Cement concrete of M30 grade conforming to IS 456/ 2000 for reinforced cement
concrete structural elements by adopting weight basis (the ratio of cement,fine
aggregate,coarse aggregate and admixture) under controlled water cement ratio
using 20mm and down graded machine broken granite stone jelly excluding the cost
of centering, shuttering and reinforcement grills placed in position but including fixing
the fan clamps in the floor slab/roof slab works wherever necessary and the bearing
surface of the wall should be finished smoth with cement mortar 1:3 (One cement
three sand) and Kraft paper laid without claiming extra cost etc., including
conveyance, laying,levelling, curing, testing charges as per Is 456-2000 with
amendment issued in 2007 etc., complete complying with standard specification and
as directed by the Departmental officers in all floors.
30
a 200.25 Cum(Two hundred point
twenty five Cubic
metre)
For foundation and basement M3 (Onecubic metre)
b 147.00 Cum
(One hundred and
forty seven Cubic
metre)
For Ground floor M3 (One
cubic metre)
c 120.00 Cum
(One hundred and
twenty Square metre)
For First floor M3 (One
cubic metre)
4
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
d 120.00 Cum(One hundred and
twenty Square metre)
For Second floor M3 (Onecubic metre)
e 21.00 Cum
(Twenty one Cubic
metre)
For Third floor M3 (One
cubic metre)
17 914.50 Qtl
(Nine hundred and
fourteen point five
zero Quintol)
Supplying and fabricating placing in position ofM.S or R.T.S for all RCC works as
per the design given including cost of steel and GI binding wire in all floors
complying with standard specification. (Contractor has to make his own
arrangements for the supply of steel and binding wire)
86 1Qtl(On
eQuintol
)
18 Providing fusion bonded Epoxy coating not less than 175 microns thickness and
upto 300 microns to reinforcement of following diameters as per IS 13620/1993including testing of coating at plant. The cost is inclusive of cost of PVC coated
binding wires, touchup materials supplied by coating agency, repair work, loading,
unloading and strengthining of bent rods etc., complete as per standard and as
directed by the Engineer in charge (inclusive of all taxes)
a 444.50 Qtl
(Four hundred and
forty four point five
zero Quintol)
For 8mm to 16mm dia rods 86 1Qtl(On
eQuintol
)
b 470.00 Qtl
(Four hundred and
seventy Quintol)
For 20mm to 32mm dia Rods 86 1Qtl(On
eQuintol
)
19 Brick work in following cement mortar using best quality country bricks of size8"x4"x2" including curing, finishing etc.,complete complying with standard
specification.
5
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
IN CEMENT MORTAR 1:6a 123.00 Cum
(One hundred and
twenty three Cubic
metre)
For foundation and basement 31&31C M3 (One
cubic metre)
b 100.00 Cum
(One hundred Cubic
metre)
For Ground floor 31&31C M3 (One
cubic metre)
c 100.00 Cum
(One hundred Cubic
metre)
For First floor 31&31C M3 (One
cubic metre)
d 130.00 Cum
(One hundred and
thirty Cubic metre)
For Second floor 31&31C M3 (One
cubic metre)
e 10.00 Cum
(Ten Cubic metre)
For Third floor 31&31C M3 (One
cubic metre)
IN CEMENT MORTAR 1:5 M3 (One
cubic metre)
f 96.00 Cum
(Ninety six Cubic
metre)
For foundation and basement 31&31C M3 (One
cubic metre)
6
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7/41
Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
20 Brick partition wall of 10.80cm thickness using best quality country bricks of size8"x4"x2" set in cement mortar 1:3 (one cement and three sand) including
supplying and fixing hoop iron reinforcement if considered necessary, curing,
finishing etc.,complete complying with standard specification and as directed by the
departmental officers. (Hoop iron reinforcement will be measured and paid for
separately)
a 60.00 Sqm
(Sixty Square metre)
For Ground floor 31&31C M2 (one
square
metre)
b 60.00 Sqm
(Sixty Square metre)
For First floor 31&31C M2 (one
square
metre)
c 60.00 Sqm(Sixty Square metre) For Second floor 31&31C M
2 (one
square
metre)
21 150.00 Rm
(One hundred and fifty
Running metre)
Supplying, fabricating and fixing CRCA pressed steel section 18 gauge or 1.25mm
thick for Door frames including holes and fixing wooden blocks for fixing furniture
and fittings with one coat of red oxide primer coat as per IS 4351 / 1976 of size
105x60mm with necessary rebate 35mmx12mm, to house the shutter, installation at
site including dismantling, making necessary chipping holes in RCC columns, wallswith power drills to the extent required, including providing concrete 1:2:4 inside the
box curing etc., complete. The cost includes tie rod, hold fast at appropriate places,
and provision to fix aldrops, tower bolts, hinges and lock strike plate etc.,complete
complying with standard specification and as directed by the departmental officers.
86 Rm
7
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
22 Supplying and fixing ofMDF Door shutter, Medium density fibre board of exteriorgrade 35mm thick conforming to I.S.12406/1989 with 35x12mm T.W. lipping on all
edges with necessary adhesive and C.P.Screws, complying with standard
specification including supply and fixing the following best approved quality
Aluminium Anodised furniture fittings best quality brass screws shall be used for
fixing the furniture fittings. Including cost of one coat of wood primer and supplying
and fixing suitable wind appliance etc., complete. The rate shall be inclusive of cost
of all materials and labour charge for fixing the shutter with Steel frames etc
complete.
Furniture fittings:For single Leaf: I) Alu.anodised butt hinges 100mm - 3 Nos. II) Alu.anodised tower
bolt 300mm - 1 No. III) Alu. anodised tower bolt 200mm- 1 No. IV) Alu.anodised
aldrops 300mm - 1 No. V) Alu.anodised ornamental type handle 100mm - 1 No.
For double Leaf: I) Alu.anodised butt hinges 100mm - 6 Nos. II) Alu.anodised
tower bolt 300mm - 2 Nos. III) Alu. anodised tower bolt 200mm- 1 No. IV)
Alu.anodised aldrops
300mm - 1 No. V) Alu.anodised ornamental type handle 100mm - 2 Nos.
a 56.00 Sqm
(Fifty six Square
metre)
For Single leaf shutter 72,74.9 M2 (one
square
metre)
b 3.00 Sqm
(Three Square metre)
For Double leaf shutter 72,74.10 M2 (one
square
metre)
8
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13/41
Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
33 165.00 Sqm(One hundred and
sixty five Square
metre)
Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thickcement mortar 1:3 (One Cement and Three Sand) base mortar over the existing
slab / floor including cutting the tiles to the required size with special cutter wherever
necessary, laying in position and pointing with white cement mixed with colouring
pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard
specification. (The make and brand of the tiles should be got approved by Executive
Engineer before use on works)
Anti skid self designed colour Ceramic Tiles.
M2 (one
square
metre)
34 Dadooing the walls with following best approved quality, white / colour glazed tiles of
following sizes set in cement mortar 1:2 (one cement and two sand) 10mm thick and
pointing the joints with white cement mixed with colouring pigmnets at the rate of
0.40 Kg/sq.m neatly in all floors etc.,complete complying with standard specification
and as directed by the departmental officers.
M2 (one
square
metre)
a 8.00 Sqm
(Eight Square metre)
Dadooing with white glazed tiles of size 150x150x6mm M2 (one
square
metre)
b 665.00 Sqm
(Six hundred and sixty
five Square metre)
Dadooing with Printed design colour glazed tiles of size 300x200x6mm. M2 (one
square
metre)
35 Brick Jelly Lime Concrete 1:2:5 (one lime, two sand and five brick jelly) using
40mm brick jelly for flooring including laying, consolidating, finishing, rendering thetop surface rough to receive the floor finish, curing etc., complete complying with
standard specification and as directed by the departmental officers.(If flooring in
Toilet portion except water closet portions)
27 M3 (One
cubic metre)
a 24.00 Cum
(Twenty four Cubic
metre)
For First floor M3 (One
cubic metre)
13
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
47 250.00 Rm(Two hundred and fifty
Running metre)
Supplying and fixing in 40mm dia (B class) GI pipe for hand rails for stair case etc.,including primer coat and labour charges for cutting welding and fixing with MS flats (
excluding cost of flat) etc., as directed by the departmental officers.
SPECIAL Rm(OneRunning
Metre)
48 Supplying and fixing in position best approved of BIS quality PVC rain water down
fall pipes having a pressure of 4 Kg/Sq.cm including cost of necessary PVC Shoe,
PVC Bend, cast iron gratings of required diameter and special clamps, brass
screws, nails etc., and fixing of cast iron gratings at junction of parapet and the RCC
roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast
of removable cast iron grating. The PVC pipe shall be fixed in wall with special type
of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre
pipe lngth, etc., complete complying with standard specification.
107
a 136.00 Rm
(One hundred and
thirty six Running
metre)
110mm dia PVC pipe Rm(One
Running
Metre)
49 70.00 Sqm
(Seventy Square
metre)
Providing Ferrocement architectural strucutures l ike column sunshade etc., for
apperance purpose in CM 1:2 - 5 Cm thick reinforced with 6mm rods and stirrups
covered with chicken mesh plastered and painted to finish etc.,complete as per
standared specification.
SPECIAL M2 (one
square
metre)
50 60.00 Sqm
(Sixty Square metre)
Providing Black Board in two layers with first layer in cement mortar 1:5 20mm
thick and the second layer in Combination mortar 1:1:6 20mm thick
SPECIAL M2 (one
square
51 Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of
following thickness in Cement concrete of M30 grade conforming to IS 456/ 2000 for
reinforced cement concrete structural elements by adopting weight basis (the ratio of
cement,fine aggregate,coarse aggregate and admixture) under controlled water
cement ratio using 20 / 12 mm and down graded machine broken granite stone jelly
excluding cost of reinforcement steel in position but including cost of moulding
charges, casting of slab, finishing, curing and fixing in position in all floors etc.,
complete complying with standard specification and as directed.
30 M2 (one
square
metre)
a 51.00 Sqm
(Fifty one Square
metre)
75mm thick slab (using 20mm HBGS jelly) M2 (one
square
metre)
16
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
b 145.10 Sqm(One hundred and
forty five point one
zero Square metre)
50mm thick slab ( using 20mm HBGS jelly) M2 (one
square
metre)
c 78.00 Sqm
(Seventy eight Square
metre)
25mm thick slab (using 10-12mm HBGS jelly) M2 (one
square
metre)
52 1.50 Sqm
One point five zero
Square metre)
Providing and erecting direction and place identification retro-reflectorised sign
board as per IRC 67 made of high intensity grade sheating vide clause 801.3, fixed
over aluminium sheating, 2mm thick supported on a mild steel angle iron post75x75x6mm, 2 Nos rigidly fixed to the ground by means of properly designed
foundation with M 15 grade cement concrete of size 45x45x60 cm below ground
level as directed by the departmental officer etc., complete.
SPECIAL M2 (one
square
metre)
53 100.00 Kg
(One hundred
Kilogram)
Manufacturing , supplying and erceting in position of steel ladder made up of
50x25mm sq. pipe for vertical at both sides for steps and for hand rails, 12mm
square rods for vertical support to the bottom and hand rail. The whole ladder to be
painted with 2 coats of synthetic anticorrosive enamel paints, over one coat of
primer. The ladder to be fixed inposition with necessary pedestals at bottom and at top as instructed. This includes
86,87 1 Kg
one
Kilogra
m
54 Supplying,laying,fixing and jointing the following size of B Class GI pipes of approved
quality and best variety above ground level including fixing of GI specials but
excluding cost of such specials and cutting and threading of pipes and also fixing to
the wall with necessary teak wood plugs,clamps and screws making holes on the
wall or drilling holes in roof and making good of the disturbed portion to original
condition with necessary brick work and plastering wherever necessary with
necessary scaffolding charges. The pipes are to be painted with two coats of good
variety and best quality synthetic enamel paint over a coat of red oxide primeretc.,complete complying with standard specification and as directed by the
departmental officers. (above ground level) (External)
102
a 20.00 Rm
(Twenty Running
metre)
25mm dia GI pipe 1Rm(On
e
Running
metre)
17
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
b 80.00 Rm(Eighty Running
metre)
32mm dia GI pipe 1Rm(One
Running
metre)
c 55.00 Rm
(Fifty five Running
metre)
40mm dia GI pipe 1Rm(On
e
Running
metre)
55 Supplying, fixing and jointing the G.I. pipes of the following sizes of approved quality
and variety of" B " Class pipes of ISI standard including fixing of G.I. specials but
excluding cost of such specials cutting, threading including fixing and laying with
required gradient and alignment. The rate is inclusive making holes on the wall /
concrete that come in the way and making good of the dismandled portion,
necessary teakwood plugs, clamps, screws white lead, spun yarn etc., including
painting with one coat of tar, wrapping the pipes with tar qunny bags etc.,complete
complying with standard specification and as directed by the departmental officers.
The pipes and specials should be got approved by the Executive Engineer before
use on works.(the earth work excavation, filling the trench with sand, earth etc., shall
be measured and paid separately under respective items) BELOW
GROUND LEVEL(External)
102
a 30.00 Rm
(Thirty Running metre)
20mm dia GI pipe 1Rm(On
e
Running
metre)
b 35.00 Rm(Thirty five Running
metre)
32mm dia GI pipe 1Rm(One
Running
metre)
18
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
56 Supplying, laying and jointing PVC pipes (having working pressure 10 Kg/sq.cm) ofapproved quality and best variety conforming to BIS of the following dia including
cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost
of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws
making holes on the wall (or) drilling holes in the roof and making good the
dismantled portion to original condition with necessary brick work/ cement concrete
and plastering neatly wherever necessary with necessary scaffolding charges etc.,
complete complying with standard specifications. The PVC pipes shall be got
approved by Executive Engineer before use on works. (Inside
Building-consealed) (Internal)
SPECIAL 1Rm(One
Running
metre)
a 23.00 Rm
(Twenty three Running
metre)
20mm dia PVC pipe 1Rm(On
e
Running
metre)
b 105.00 Rm
(One hundred and five
Running metre)
25mm dia PVC pipe 1Rm(On
e
Running
metre)
57 Supplying and fixing in position of best quality and approved variety with ISI mark
Gun Metal Gate Valve/Wheel Valve of the following diametre including necessaty
charges for cutting and threading of GI pipes for joining the gate valve / wheel valve
in position etc.,complete complying with standard specification. (Gun Metal Gate
Valve/Wheel Valve should be got approved by the Executive Engineer before use on
work).
SPECIAL
a 1.00 No
(One Number)
Gun metal gate valve of dia 25mm No(EAC
H)
b 1.00 No
(One Number)
Gun metal gate valve of dia 32mm No(EAC
H)
c 9.00 Nos
(Nine Numbers)
Gun metal wheel valve of dia 20mm No(EAC
H)
19
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
d 1.00 No(One Number) Gun metal wheel valve of dia 25mm No(EACH)
e 4.00 Nos
(Four Numbers)
Gun metal wheel valve of dia 40mm No(EAC
H)
58 Suppling and fixing in position best varity and approved quality, heavy duty C.P.
brass chromioum plated 15mm dia screw down TAP / pillar tap / swan neck tap
conforming to I.S. specification including cost for cutting and threading of the G.I.
Pipe, cotton thread, Shellac, white lead etc. complete complying with standard
specification. The C.P. Brass Screw Down Tap / swan neck tap should be got
approved by the Executive Engineer before use on works.
SPECIAL No(EAC
H)
a 56.00 Nos
(Fifty six Numbers)
Screw down tap No(EAC
H)
59 Supplying and fixing in position GI unions of heavy duty of approved quality and
good variety of various sizes inluding necessary cutting and threading of GI pipes for
jointing the union and providing two coats of painting with good variety and approved
quality of synthetic enamel paint over one coat of primer in case of pipe line above
ground level / one coat of tar in case of below ground level for both internal and
external water supply arrangements, etc., complete complying with standard
specifications. (The GI unions should be got approved by Executive Engineer before
use on works).
SPECIAL No(EAC
H)
a 2.00 Nos(Two Numbers)
20mm dia GI Union No(EACH)
b 2.00 Nos
(Two Numbers)
25mm dia GI Union No(EAC
H)
20
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
c 3.00 Nos(Three Numbers) 32mm dia GI Union No(EACH)
d 3.00 Nos
(Three Numbers)
40mm dia GI Union No(EAC
H)
60 Supplying and fixing in position the following GI Specials of heavy type and approved
quality and good variety excluding fixing charges but including necessary cutting and
threading of GI pipes, jointing the GI specials and painting with two coats with good
variety and best quality synthetic enamel paint over a coat of red oxide primer and
jointing the specials with pipe line using shellac etc., complete complying with
standard specification. (The GI specials should be got approved by the Executive
Engineer concerned before use on works.)
SPECIAL
GI Elbowa 1.00 No
(One Number)
40mm dia GI Elbow No(EAC
H)
b 1.00 No
(One Number)
32mm dia GI Elbow No(EAC
H)
c 9.00 Nos
(Nine Numbers)
25mm dia GI Elbow No(EAC
H)
d 14.00 Nos
(Fourteen Numbers)
20mm dia GI Elbow No(EAC
H)
21
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
d 17.00 Nos
(Seventeen Numbers)
20mm dia GI Tee No(EAC
H)
GI coupling
a 2.00 Nos
(Two Numbers)
40mm dia GI Coupling No(EAC
H)
b 3.00 Nos
(Three Numbers)
32mm dia GI Coupling No(EAC
H)
c 21.00 Nos
(Twenty one
Numbers)
25mm dia GI Coupling No(EAC
H)
d 16.00 Nos(Sixteen Numbers)
20mm dia GI Coupling No(EACH)
GI Reducer
a 3.00 Nos
(Three Numbers)
40mmx32mm dia reducer No(EAC
H)
b 6.00 Nos(Six Numbers)
32mmx25mm dia reducer No(EACH)
c 8.00 Nos
(Eight Numbers)
25mmx20mm dia reducer No(EAC
H)
d 8.00 Nos
(Eight Numbers)
20mmx15mm dia reducer No(EAC
H)
23
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
e 1.00 No
(One Number)
40mmx25mm dia reducer No(EAC
H)
f 1.00 No
(One Number)
32mmx20mm dia reducer No(EAC
H)
GI Reducer Elbow
a 1.00 No(One Number) 40mmx32mm dia reducer elbow No(EACH)
b 5.00 Nos
(Five Numbers)
32mmx25mm dia reducer elbow No(EAC
H)
c 9.00 Nos
(Nine Numbers)
25mmx20mm dia reducer elbow No(EAC
H)
d 14.00 Nos
(Fourteen Numbers)
20mmx15mm dia reducer elbow No(EAC
H)
e 1.00 No
(One Number)
40mmx25mm dia reducer elbow No(EAC
H)
f 1.00 No
(One Number)
32mmx20mm dia reducer elbow No(EAC
H)
24
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
GI Reducer Tee
a 3.00 Nos
(Three Numbers)
40mmx32mm dia reducer Tee No(EAC
H)
b 1.00 No
(One Number)
32mmx25mm dia reducer Tee No(EAC
H)
c 56.00 Nos
(Fifty six Numbers)
25mmx20mm dia reducer Tee No(EAC
H)
d 56.00 Nos
(Fifty six Numbers)
20mmx15mm dia reducer Tee No(EAC
H)
e 1.00 No
(One Number)
40mmx25mm dia reducer Tee No(EAC
H)
f 1.00 No
(One Number)
32mmx20mm dia reducer Tee No(EAC
H)
GI Hex Nipple
a 3.00 Nos
(Three Numbers)
40mm dia Hex Nipple No(EAC
H)
b 4.00 Nos
(Four Numbers)
32mm dia Hex Nipple No(EAC
H)
25
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
c 6.00 Nos
(Six Numbers)
25mm dia Hex Nipple No(EAC
H)
d 9.00 Nos
(Nine Numbers)
20mm dia Hex Nipple No(EAC
H)
e 56.00 Nos
(Fifty six Numbers)
15mm dia Hex Nipple No(EAC
H)
61 1.00 No
(One Number)
Supplying and ercting of 1 HP ISI make single phase slow speed slef priming
Monoblock Pumpset single phase electro motor having ISI mark with suitable base
plate with necessary accessories with conforming to ISI speicification with AC
200/240 Volts 50 Cycles, 2880 RPM single phase mono block pumpset with switch
and wooden switch board, pilot lamp, 1" dia GM gate valve, 3/20 Copper wire to a
length of 6m including Foot Valve etc.,, complete and as directed by the
departmental officers as per standard specification.
SPECIAL No(EAC
H)
62 24.00 Nos
(Twenty four
Numbers)
Supplying and fixing in position of best approved quality of Oriya type INDIAN water
closet of size 580mmx440mm white glazed earthern ware with "P" or S' trap
conforming to IS: 2556 Part XII with sand cushion and forming flooring alround the
closet using 40mm broken brick jelly in lime concerete 1:2:5 (One part of lime, two
parts of sand and five parts of brick jelly)10 cm thick and finishing the top to the
required slope and including giving necessary connection to cast iron soil pipes (
including the cost of 100mm dia CI pipe for a length of 600mm) by dismandling brick
masonry, reinforced cement concrete roof/floor slab and making good the disturbedportion to original condition without leakage etc., complete complying with standard
specifications.(The water closet should be got apporoved by the Executive Engineer
before use on works).
102 No(EAC
H)
26
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
a 15.00 Nos
(Fifteen Numbers)
100mmx75mm with stainless steel grating No(EAC
H)
b 29.00 Nos
(Twenty nine
Numbers)
75mmx50mm with stainless steel grating No(EAC
H)
66 19.00 Nos
(Nineteen Numbers)
Supplying and fixing in position Indian make bewelled edge mirror of approved
quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf
type with hard board backing of approved colour fixed with brass screws, rawl plug,
etc., complete complying with standard specification. (The mirror should be got
approved by the Executive Engineer before use on woks)
SPECIAL No(EAC
H)
67 13.00 Nos
(Thirteen Numbers)
Supplying and fixing approved best quality aluminium anodised towel rail 600mm
long and 20mm dia with brackets of same materials including cost of teak wood
plugs and CP screws, etc., complete complying with standard specifications. (The
tower rail should be got approved by Executive Engineer before use on works).
SPECIAL No(EAC
H)
68 13.00 Nos
(Thirteen Numbers)
Supplying and fixing best approved best quality brass Cromium Plated soap tray of
size 150 x 150mm including cost of teak wood plugs, brass screws, etc., complete
complying with standard specifications. (The soap tray should be got approved by
Executive Engineer before use on works).
SPECIAL No(EAC
H)
69 Supplying, laying and jointing glazed stone ware pipes of the following dia of
approved quality with spigot and socket ends and fixing them using spun yarn and
cement including petty masonry shoring and strutting wherever found necessary and
laying the pipe line in the alignment at the specified gradient and conducting
required water supply test for draining with necessary tools and plants, etc., and re-
filling the trench with excavated earth and levelling the ground etc., complete
complying with standard specifications. (Earth work excavation, re-fil ling with
excavated earth will be measured and paid separately).
96,99
28
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
a 13.00 Rm
(Thirteen Running
metre)
150mm dia stone ware pipe (cement joint) 1Rm(On
e
Running
metre)
70 Supplying, laying and jointing glazed stoneware pipes of following dia of approved
best quality with spigot and socket ends (in reverse direction) in dry condition and
laid in loose joints (i.e.) without cement and spun yarn, so that the waste water can
be drained to the trenches already available, excluding cost of earth work
excavation, cost of re-fill ing with sand / earth, but including laying the pipe in true
alignment and gradient and conducting required water supply test for draining withnecessary tools and plants, etc., complete complying with standard specifications.
96,99
a 12.00 Rm
(Twelve Running
metre)
150mm dia stone ware pipe (loose joint) 1Rm(On
e
Running
metre)
71 4.00 Nos
(Four Numbers)
Supplying and fixing in position 150mm dia stoneware tee of approved best quality
and provding leak proof joints with cement, spun yarn, etc., including dismantling thebrick work and re-doing the dismantled portion to the original condition, etc.,
complete complying with standard specifications (The stoneware tee shall be got
approved by the Executive Engineer before use on work)
96,99 No(EAC
H)
72 2.00 Set
(Two Sets)
Supplying and fixing in position 150 x 100mm "P" or "S" stoneware gully trap 'A'
grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and
top respectively with necessary earth work excavation laid over a bed of brick jelly
cement concrete 1:3:6 (One cement, Three sand and Six broken brick jelly) 150mm
thick using 40mm size broken brick jelly including necessary brick work andplastering including dismantling masonry wherever necessary and re-doing the
damaged portions to the original conditions using cement concrete 1:3:6 using
20mm stone jelly for fixing the gully trap and giving connections to stoneware sewer
line etc., complete complying with standard specifications. [Earth work excavation,
brick work, plastering shall be measured and paid separately]. The stoneware gully
trap should be got approved by the Executive Engineer before use on works.
96,99 set
29
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
73 2.00 Nos
(Two Numbers)
Supplying and fixing PVC ventilating shaft of 110mm dia having working pressure
at 4kg/cm2 with 3 metre height including cost of 100mm dia PVC cylindrical cowl of
best approved quality etc., complete complying with standard specifications and as
directed by the departmental officers
102 A No(EAC
H)
74 Supplying and fixing in position best quality PVC soil / waste pipes of various dia
having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC
adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs,
brass screws, etc., and making connection to all sanitary fittings, dismantling
masonry / RCC works wherever found necessary and making the good dismantledportion to the original condition, including testing for any leakages, etc., complete
complying with standard specifications. (The PVC pipes should be got approved by
the Executive Engineer before use on works). The rate for earth work excavation will
be measured and paid separately in the cases where the pipe lines are proposed to
laid below ground level.
102 A
a 16.00 Rm
(Sixteen Running
metre)
50mm dia PVC pipe Rm(One
Running
Metre)
b 140.00 Rm
(One hundred and
forty Running metre)
75mm dia PVC pipe Rm(One
Running
Metre)
c 140.00 Rm
(One hundred and
forty Running metre)
110mm dia PVC pipe Rm(One
Running
Metre)
d 60.00 Rm
(Sixty Running metre)
160mm dia PVC pipe Rm(One
Running
Metre)
30
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
75 Supplying and fixing in position following PVC specials of various dia and type of
approved quality conforming to BIS and providing leak proof joints with cement, spun
yarn, etc., including fixing to wall and giving connections to the PVC soil stacks,
dismantling the brick work / RCC floor or roof slab and re-doing the dismantled
portion to the original condition etc., complete complying with standard
specifications (The PVC specials shall be got approved by the Executive Engineer
before use on work)
SPECIAL
PVC Elbow
a 2.00 Nos
(Two Numbers)
75mm dia PVC Elbow No(EAC
H)
b 6.00 Nos
(Six Numbers)
110mm dia PVC Elbow No(EAC
H)
PVC Elbow with Door
a 3.00 Nos
(Three Numbers)
75mm dia PVC Elbow with Door No(EAC
H)
b 9.00 Nos
(Nine Numbers)
110mm dia PVC Elbow with Door No(EAC
H)
PVC Tee
a 6.00 Nos(Six Numbers)
75mm dia PVC Tee No(EACH)
b 15.00 Nos
(Fifteen Numbers)
110mm dia PVC Tee No(EAC
H)
PVC Tee with single Door
a 6.00 Nos
(Six Numbers)
75mm dia PVC Tee with Single Door No(EAC
H)
31
TNBP N
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
b 3.00 Nos
(Three Numbers)
110mm dia PVC Tee with Single Door No(EAC
H)
PVC "Y"
a 1.00 No
(One Number)
75mm dia PVC Y No(EAC
H)
b 12.00 Nos
(Twelve Numbers)
110mm dia PVC Y No(EAC
H)
PVC "Y" with Single Door
a 1.00 No
(One Number)
75mm dia PVC Y with Single Door No(EAC
H)
b 1.00 No
(One Number)
110mm dia PVC Y with Single Door No(EAC
H)
76 Supplying and fixing in position PVC 4 way junction plain or with door of various dia
of best approved quality confirming to BIS and providing leak proof joints including
fixing to the walls and giving connection to the PVC soil stacks, dismantling the
masonry or RCC works and re-doing the dismantled portion to original condition etc.,
complete complying with standard specifications. (The PVC specials should be gotapproved by the Executive Engineer before use on works).
SPECIAL
a 5.00 Nos
(Five Numbers)
PVC Double Tee with Single Door (4 way juction) of 75mm dia No(EAC
H)
77 Supplying and fixing in position PVC cowls of following dia of best approved quality
conforming to BIS, etc., complete complying with standard specifications. (The PVC
cowl should be got approved by the Executive Engineer before use on works).
SPECIAL
32
TNBP No
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
a 2.00 Nos
(Two Numbers)
75mm dia PVC Cowl No(EAC
H)
b 6.00 Nos
(Six Numbers)
110mm dia PVC Cowl No(EAC
H)
78 Construction ofInspection chambers of following sizes with earth work excavation
for foundations, 15cm thick C.C 1:5:10 using 40mm HBGS jelly for foundation and
birck work in CM 1:5 using country bricks, insides plastering with CM 1:3,20mm thick
with WPC , inside channelling with brick work, outside plastering with CM 1:5,12mm
thick, RCC precast cover slab 75mm thick using 1:1.2:2.4 using 20mm blue granite
jelly with necessary reinforcement etc., complete as directed by the departmental
officers.
100
a 6.00 Nos
(Six Numbers)
Inspection chamber - 0.45 x0.45m (Inside opening) average height of 0.65m No(EAC
H)
b 6.00 Nos
(Six Numbers)
Inspection chamber - 0.60 x0.60m (Inside opening) average height of 0.65m No(EAC
H)
c 2.00 Nos
(Two Numbers)
Inspection chamber - 0.60 x0.60m (Inside opening) average height of 1.25m No(EAC
H)
79 50.00 Sqm
(Fifty Square metre)
Manufacturing, supplying and laying 80mm thick Paver Block over 40mm sand
layer including necessary compaction with palte vibrator, all complete as per IRC 63-
2004.
39 A M2
33
TNBP No
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
80 Drilling of Borewell in sedimentary starata of clay and sand stone shale pebble
bolders etc., By first taking a pilot bore of 150mm dia and then enlarging to the
required dia by direct or reverse rotary mud circulation method using rotary rigs, fuel
labour and drilling bentonite and water required for drilling at site The rate is
inclusive of labour and transportatrion of all tools and machineries cost of fuel, and
hire-charges for equipments etc.,complete complying with standard specification and
as directed by the departmental officers.
SPECIAL
a 45.00 Rm
(Forty five Running
metre)
Drilling of 150mm dia pilot bore upto 60m depth ending below ground level Rm(One
Running
Metre)
81 45.00 Rm
(Forty five Running
metre)
Reaming the borewell from 150mm dia pilot bore to 300mm dia bore as directed by
the departmental officers upto 60m depth ending from ground level.
Rm(One
Running
Metre)
82 Supplying and inserting PVC special blue casing pipe assembly (with slots and
without slots) in the drilled holes including jointing the pipes with PVC couplers with
PVC adhesive etc., complete and supplying and packing annular space with pebblesof size and quality as approved by the Departmental officers.
SPECIAL
a 30.00 Rm
(Thirty Running metre)
165/168mm dia Casing pipe assembly without slots Rm(One
Running
Metre)
b 15.00 Rm
(Fifteen Running
metre)
165/168mm dia Casing pipe assembly with slots Rm(One
Running
Metre)
83 8.00 Hrs
(Eight Hours)
Charges fordeveloping the borewell with Air compressorof 300 RPM capacity
(minimum 8 Hrs.) including transportation labour and fuel charges for compressor as
directed by the departmental officers and conducting yield test by 'V' notch methods.
SPECIAL Hr(One
Hour)
84 1.00 No
(One Number)
Supplying and fixing PVC Borewell end cap of size 165/168 mm dia etc., complete. No(EAC
H)
34
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Item
No.Probable Quantity Class and Description of work to be executed
TNBP No,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
85 1.00 Set
(One Set)
Supplying and erecting best approved quality of1.00 HP wet submersible pumpset
(IS 8034) with ISI mark. The rate including fixing and jointing submersible cable with
wire into the starter to the required depth and also fixing of riser pipes to the required
depth values erection charges pressure gauge upto the exterior walls pump room
and erection of panel board footing of TPICH switch,starter, voltmeter, ammeter
,pilot , capacitor single phasing preventor, water level guard and laying and jointing
the cable and twin earthing as per IE rules etc., and testing the pumpset and trail run
for 10 days etc.,complete complying with standard specification and as directed by
the departmental officers.
SPECIAL set
86 40.00 Rm
(Forty Running metre)
Supplying and fixing 2.50 Sq.mm 3 core flat type copper cable for submercible
motor and giving necessary connection to the panel board etc., complete.
SPECIAL Rm(One
Running
Metre)
87 Supplying , jointing and erecting into the borewell the following sizes of GI pipe of 'B'
class quality including cutting and threading of GI pipes etc., complete.
SPECIAL
a 40.00 Rm(Forty Running metre)
32mm dia Pipes Rm(OneRunning
Metre)
88 40.00 Rm
(Forty Running metre)
Supplying and fixing 32 mm dia HDPE pipe of best approved quality including
welding wherever necessary etc., complete as directed by the Executive Engineer.
The pipe should be got approved by the Executive Engineer before use on works.
SPECIAL Rm(One
Running
Metre)
35
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TNBP No,Unit in
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Item
No.Probable Quantity Class and Description of work to be executed
,
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
96 1.00 No
(One Number)
Supply and fixing of ceiling fixture with gallery etc clear glass Opac / Crystal suitable
for 2 nos 18W CFL with CFL.
SPECIAL each
97 60.00 Nos
(Sixty Numbers)
Supply and fixing of WT bulk head fitting with guard suitable for PL lamp with 18W
PL-Lamp. (Arrived data from SD-83)
SPECIAL each
98 25.00 Pts
(Twenty five Points)
Wiring with 2x1.5sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of
1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC
accessories, in flush with wall, with 150mm x 100mm x 113mm TW switch box with 3
mm thick Hylem sheet cover for 5 A 3 pin non inter locking CS Plug with continuous
earth wire connection of 14 SWG TC wire and making good of the concealed portion
with suitable colour for concealed PVC plug point. (SD-38)
SPECIAL pt(One
point)
99 25.00 Pts
(Twenty five Points)
Wiring with 2x4 sqmm(56/0.3) PVC insulated SC unsheathed Cu.Conductor cable of
1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC
accessories, in flush with wall, with 150mm x 100mm x 113mm TW switch box with
3mm thick hylem sheet for 15 A 3 pin non inter locking CS plug with continuous earthwire connection of 14 SWG TC wire , and making good of the concealed portion,
with suitable colour for concealed power plug point (SD-40)
SPECIAL pt(One
point)
100 7.00 Nos
(Seven Numbers)
Supply and fixing of CG make SCEN 1345/BC / Eq 45 W CFL street light flu.fitting
complete with copper choke and condensor with 32 mm dia GI pipe (Class 'B') with
1 No 32mm GI Bend complete on the existing post wall with 16 A aerial fuse unit on
MS plate with PVC unsheathed Copper leads MS clarnps and aluminium painting
with 45W CFL. (Arrived data from SD-95)
SPECIAL each
37
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TNBP No,Unit in
8/2/2019 Kayalpattinam - Tsunami Evacuation Centre - Technical Specifications
39/41
Item
No.Probable Quantity Class and Description of work to be executed
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
Unit in
figure
and in
words
Amount
(Rupees in
figures)
105 500.00 Mts
(Five hundred Metres)
Supply and run of 2 of 1.5 sqmm (22/0.3) PVC insulated SC unsheathed
Cu.Conductor of 1100V Grade in rigid pipe concealed in wall and ceiling withcontinuous earth wire connection of 14SWG TC wire and making good of the
concealed portion with suitable colour (SD-55)
SPECIAL mtr(one
metre)
106 100.00 Mts
(One hundred Metres)
Supply and run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed Cu
Conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling
with continuous earth wire connection by 14 SWG TC wire and making good of the
concealed portion with suitable colour. (Arrived data from
SD-63)
SPECIAL mtr(one
metre)
107 50.00 Mts (Fifty
Metres)
Supply and laying of 3 X 70 sq.mm PVC armoured LTUG cable in a trench to be
excavated at a depth of 0.75 metre putting 0.15 mt. Layer of sand and covering the
cable completely with bricks and sand and refilling the earth to make good.(SD-207)
SPECIAL mtr(one
metre)
108 20.00 Mts
(Twenty Metres)
Supply and clarnping of 3 X 70 sq.mm PVC LTUG armoured LTUG cable on post
or on wall with MS Clamps. (SD-225)
SPECIAL mtr(one
metre)
109 12.00 Mts
(Twelve metres)
Supply and clamping of 3 X 70 sq.mm PVC LTUG armoured LTUG cable through
suitable dia Class 'B' GI pipe on post or on wall with MS Clamps. (Arrived
data from SD-225)
SPECIAL mtr(one
metre)
110 4.00 Nos
(Four Numbers)
Supply and fixing of brass cable gland for 3 1/2x70 sqmm PVC armo+C12ured
LTUG cable with earth connection (SD-189)
SPECIAL Each
111 4.00 Nos
(Four Numbers)
Supply and providing cable end termination of 3 1/2 x 70 sqmm PVC LTUG
Aluminium armoured cable with necessary aluminium cable sockets by crimping etc.
with electrical connection complete (SD-238)
SPECIAL Each
39
TNBP No,
OthUnit in
A t
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40/41
Item
No.Probable Quantity Class and Description of work to be executed
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
figure
and in
words
Amount
(Rupees in
figures)
112 1.00 No
(One Number)
Supply and fixng of TNEB Moter Board suitable for 3 Phases 100A service
connection made up of suitable angle iron frame work of size 2 feet x 1 1/2 feetusing angle iron of size 1 1/2" x 1 1/2" x 1/4" rigidly fixed on wall covered with hylem
sheet of size 2 feet x 1 1/2 feet of 12mm thickness with necessary bolts and nuts
supports and supply and fixing of 3 Nos 100A fuse units (500V) 1 No. Neutral link,
copper earth flat of size 1" x 1/4" with inter connection of EB meter to fuse units by
7/16 PVC insulated copper wire with earth connection complete (SD-130)
SPECIAL Each
113 1.00 No
(One Number)
Supply and fixing of 3 Phase 100A aerial fuse unit for 3 Nos 100A fuse units (500V)
on suitable MS sheet covered with 6mm thick hylem sheet on suitable angle ironwork the tapping pole with necessary clamps.
(Arrived data from SD-132)
SPECIAL Each
114 10.00 Nos
(Ten Numbers)
Earthing as per the ISI specification with an earth electrode of 2.1mt class 'B' GI pipe
of dia not less than 40mm, with copper earth plate of size 125mm x 50mm x 6mm,
with necessary funneling arrangements with necessary masonry work and with
38mm RCC cover slab for the brick masonry . (SD-233)
SPECIAL Each
115 200.00 Mts
(Two hundred Metres)
Supply and run of 1 of No.8 SWG GI wire for earth connection. (SD-74) SPECIAL mtr
116 1.00 No
(One Number)
Supply and fixing of 32A 3 phase 500V changeover switch with suitable angle iron
frame work with MS cable entry boxes with earth connection only. (Arrived data
from SD-164)
SPECIAL Each
40
TNBP No,
orOtherUnit in
Amount
8/2/2019 Kayalpattinam - Tsunami Evacuation Centre - Technical Specifications
41/41
Item
No.Probable Quantity Class and Description of work to be executed
orOther
special
Specifica
tion No, if
Rate of Payment in figures
and in words
figure
and in
words
Amount
(Rupees in
figures)
117 1.00 Set
(One Set)
Supply delivery erection, testing and commisioning of 15 KVA capacity Deisel
Generator set 3 ph, 50 Hz, 415V, consisting of deisel engine capable of deliveringcontinuous brake horse power of suitable capacity, with standard fittings, water
cooled radiators, acoustic enclosure to restrict the noice level as per the CPCB and
TNPCB norms, residential silencer with exhaust pipe arrangement (insulated with
glass wool inside the building) upto outside of the room above roof level, suitable
alternator (brushless), self excited, self regulated, suitable for continuous operation.
AMF cntrol panel, microprocessor based, consisting of digital VAF, KWH meter,
earth fault relay, single phase preventor, on delay timer, auto/manual switch, LLOP &
HWT annunciation , push buttons, neceesary contactors, over load relay indicating
lamps, fuses, MCCB and required 1.1KV grade PVC armoured aluminium cablefrom alternaor to AMF control panel, 12/24 Vbattery, battery leads, battery charger
etc., Coupling with guard, fuel tank (8Hrs. capacity) common rigid MS channel
baseframe, antivibration
mounting pad etc. complete and obtaining CEIG
approval. (Reputed makes like Kirloskar / Asok Leyland /
Crompton Greaves / Mahindra & Mahindra /Eq)
SPECIAL set
TOTAL
41