Proposed International Cricket Stadium at Saifai, Etawah
CIVIL WORK AND DEVELOPMENT WORK.
SI. No
Description
Unit
Quantity
Rate
Amount
EARTHWORK
1
2
3
4
5
6
7
Earth work in excavation by mech anical means (Hydraulic excavator)
/ man ual means over a reas (exceeding 30cm in depth . 1.5 m in width
as well as 10 sqm on plan) includi ng d isposal of excavated earth, lead
up to SOm and lift u p to 1.Sm, d isposed earth to be levelled and neatly
d ressed.
All kinds of soil
Cum
Excavation work by mechanical means (Hydraulic excavator)/
m anual means in founda tion trenches or d rains (no t exceeding 1.5m in
width or 10 sqm on plan), includ ing d ressing of sides and ranm1ing of
bottom s, lift up to 1.5 m, including ge tting out the excavated soil a nd
d isposal of surplus excava ted soils as d irected, w ithin a lead of 50 m
H ard rock (requiring blasting)
Extra for every additional li ft of 1.5 m or part thereof in excava tion /
banking excavated o r s tacked m a terials.
All kinds o f soil
Ordinary or ha rd rock
Extra for d isposal o f excavated ma terial for lead beyond 100m t. But
u pto l Km.
Supply and filling of selected good earth
Lead Above up to 10 Km ( Paym ent shall be made as per actual Lead )
Filling availc1ble excava ted ear th (exclud ing rock) in trenches, p linth,
sides of foundation s etc. in layers not exceeding 20cm in depth,
consolidc1ting each deposited layer by ramming and watering, lead up
to 50 m and lift u pto 1.5 m.
Supplying and fill ing in w ith local sand under treds floors; including
watering, ram ming, consolidating and dressing comple te
Cum
125233.00
83.60
10469478.80
750.00
250.35
187762.50
Cum
Cum
18784.95 .
112.5(
9.50
19.00
178457.03
2137.50
Cum
79557.15
94.47
7515763.%
cum
5000.00
314.45
1572250.00
C um
37500.00
57.00
2137500.00
C um
7500.00
864.74
6485550.00
Cum
750.00
5192.99
3894742.50
Cu m
9634.48
4592.59
44247198.13
Sqm
10589.56
617.50
6539053.30
Sqm
15884.34
261.25
4149783.83
sqm
12461 .37
186.63
2325665.71
sqm
963.45
398.08
383529.22
PCC, RCC & STEEL WORK
8
a
b
9
10
11
a
12
Providing and laying in position cement concre te of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level
1:2:4 (1 Cement : 2 coarse sand : 4 graded s ton e aggregate 20
mm nominal s ize)
1:3:6 (1 Cem ent : 3 coarse san d : 6 graded s tone aggregate 20
mm nominal s ize)
60 mm thick stiching slab (1 :2:4) with colour p igm ent and integral
wate r proffing compound and reinforced witl1 weld ed mesh
specification as per d rawi ng comple tein a ll respect as per Engineer In
Charge.
40 mm thick Wa ter proof cemen t p laster in two layer over inside
verticle por tion of risers c1 nd slop portion of wast slab befor fi liing tl1e
area with light weight concrete.
"C entering a11d shuttering including s trutting, p ropping etc. a nd
remova l of form work fo r :
Fo undation, foo tings, bases for columns
Making plintl1 p rotection 50 mm thick of cement concrete 1:3:6 ( 1
Cement :3 coarse sand : 6 grade s tone aggregate 20 mm no minal size)
over 75mm bed of d ry blick ballast 40 mm nominal size well rammed
and consolidated and grouted with fine sand inclu d ing finishing the
top s mooth.
Page 1 of 17
SI.No
Description
Unit
13
Providing and laying in p osition machine ba tched, machine mixed
and machine vibrated design mix cemen t con crete of specified grade
for reinforced cement concrete work including pumping of concre te to
site of laying bu t excluding the cos t of centring, shuttering,
finishing and reinforcement. includ ing Admixtures in recommended
proportions as per IS 9103 to accelerate, retard setting of concrete,
improve worka bility without impairing strength and du ra bility as per
direction of Engineer-in-charge. M-25 grade reinforced ceme nt
concrete.
a
b
14
a
15
16
a
b
c
d
e
f
g
h
17
18
19
All work upto Pli nth level.
All work From Plinth Level & upto floor V level.
Extra for p roviding riche r mixes at all floor levels.
No te:- Excess/ less cement over the specified cement content used is
payable / recoverable separately.
Providin g M-30 grade concre te instead of M-25 grade BMC/RMC.
Extra for concreting of slope su rface above 15°
Centring and shu ttering including strutting, propping etc. and
removal of form for :
Foundations, footings, bases of columns, etc. for mass con crete.
Walls (any thickness) inclu ding attached pflasters, butteresses, plinth
and string courses e tc.
Suspended floors, roofs, landings, balconies and access platform.
Lintels, bea ms, plinth beams, girders, bressumers and cantileve rs.
Columns, Pillars, Piers, Abubn ents, Posts and Struts.
Stairs, (excluding lan dings) excep t spiral-staircases.
Extra for shuttering in circular wor k (20% of respec tive centering
an d shu ttering items)
Shuttering in elliptical/ p rojectile kind of safe on rakker column with
steel mou lds shuttering at different heigh t including necessary staging
and support
Exh·a for addi tional height in centring, shuttering where ever required
wi th adequa te bracing, propping etc. including cos t of de-shu ttering
and d ecentring a t all levels,over a height of 3.5 m, for every additional
heiirht of 1 meh·e or nart th ereof (Plan area to be
Suspended floo~s, roofs, landing, beams and balconies (Pla n area to be
measured).
Steel reil1forcement (Thermo-Mechanically Trea ted bar Fe-500) for
R.C.C. work including straightening, cutting, bend ing, placing in
position and binding all complete upto supe rstructure.
Providing,fabricating , transpor ting, assembling & erection in position
of Steel members for steel colunms, built up beams using structural
tu bular sections ( round, square or rectangular hollow tu bes etc.
confirming to IS 4923 / IS 1161 , Yield strength 310 MPa as per latest IS
Code ) to the required profile & shape as called for as per the
drawing & specifications.This item also includes the shear con nectors
I studs & fusion weld to top of h orizon tal member . This item also
includes prepration of shop drawings & their approval, necessary
templa tes,adequate temporary su pports, scaffolding & staging,all
cutting, grinclin g,sliding & all labour ,tools,plants& equjpments &
operations etc. required to complete the job as per d rawing &
specification. every precaution to be taken to p revent rusting of
sections. This item also incl udes all tes t on materials & welded
fabricated ..pa rts as per specifica tion & direction of Engineer - in Charge . Temporary bolts & nuts ( grade EN 8 ) to be used during
assembling & shall be removed before site erection.All site erection
bolts shall be HSFG type only. The item to include cost of sand
blasting on materials, application of p rimer & various coa ts of internal
& external painting in fabrica tion shop & final painting on site
including all touch up works after erection as per technical
specification.
A) The scope of work for this i tem includes :
Quan tity
Ra te
cu m
cu m
18981.00
22230.00
5724.57
5954.46
108658063.17
132367645.80
Cl\111
Cum
43380.00
7000,00
313.50
255.60
13599630.00
1789200.00
sqm
39960.00
186.63
7457734.80
sqm
sqm
sqm
sqm
sqm
16639.80
48799.26
58320.02
94714.67
6317.77
342.76
381.57
315.54
430.68
375.87
5703458.53
18620334.02
18402300.12
40791714.51
2374661.67
sqm
11014.50
86.14
948789.03
Sqm
6500.00
864.50
5619250.00
sqrn
48799.26
151.10
7373568.34
MT
6073.20
64695.00
392905674.00
MT
525.00
118750.00
62343750.00
-
AG
Page 2 of 17
Am ount
SI.No
Unit
Description
Quantity
Rate
Amount
a ) Design & fabrication of any additional temporary structure
20
including all type of Lifting bracke ts, supporting brackets ,which will
be required for transportion & erection in position / launching of
fabrication part or complete element in position.
b) Making provision & arrangement for required opening / inserts for
fixing lights fixtures & funning cable conduits .
c) All incidentials .labour , eq uipement & plants required to execute &
complete the job from fabrication to erection at final position as per
drawing ,specification & direction of Engineer - in -Charge.
d) Cleaning & removing of all spoil , temporary anangementa for
casting of deck slab.
e) All safety measures required to execute & complete the work.
f ) Procurement of all materials from approved manufactures &
fabrication. Complete meth odology for structural steel work. Name of
workshop fo r fabrication works. Testing facilities & erection
IProcedures etc.to be in timated for approval of Engineer - in - Charge.
g ) The p rovision of tem porary bearing / sand jacks for supporting
steel members during erection.
h ) Provision of stability during erection against wind load or any
other type of loading on structurnl steel members during erection.
B ) Measurement shall be only for structural steel which is erected & is
part of permanent sh·ucture & paid as per approved shop
drawings.All wastages , temporary works , Jigs ,temporary assembly
bolts e tc. are deemed to be incl uded in quoted rates . No allowence or
increse in weigh t for welding, nuts & bolts etc will be applicable.
Providing testing & tigthtening of high strength friction grip bolts
(HSFG bolts ) of class/ grade EN 8 up to proof load as per IS 4000,
including required threading, using automatic calibra ted torque
wrench at all locations & a il heights , & U1eir compitable nuts &
washers all complete required to execute the job. All HSFG bolts, nuts
& washers confirming to IS 1367, IS 6610 & IS 4000 shall be used . The
measurement shall be made for complete assembly of bolt, nut &
compitable washers used in u en nanent works.
2000.00
118.75
237500.00
917.81
3722.20
3416285.04
6750.50
6067.60
40959333.80
sqm
32000.00
95.00
3040000.00
sqm
37000.00
164.16
6073920.00
sqm
83000.00
95.00
7885000.00
Sqm
2000.00
42.75
85500.00
Kgs
MASONRY WORKS
21
22
Random rubble masonry w iU1 hard stone in foundation and plinth
including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse
sand : 12 graded stone aggregate 20 mm nominal size) upto plinU1
level wiU1
Cum
Cement mortar 1:6 (1 cement : 6 coarse sa nd)
Providing and laying au toclaved aerated cemen t blocks masonry with
100mm up-to 300111 thick AAC blocks in super structuJ'e a bove plinth
level up to floor V level in cemen t mortar 1:4 (1 cement: 4 coarse sand
) The rnte includes providing and placing in position 2 Nos. 6 mm dia
Cwn
M.S. bars at everv third course of masonry work.
PLASTER WORKS
23
24
25
26
12 mm cement plaster of mix :-Ceiling
1:6 (1 cemen t : 6 fine red sand)
15 mm cement plaster on the rough side of si ngle or half brick wall of
mix :-External
1:6 (1 cement: 6 fine red sand)
12 mm -cement plaster of mix :-Internal
1:6 (1 cement: 6 fine red sand)
Providing and fixing approved quality chicken wire mesh 12mm x
12mm x 20 gau ge at the junction of concrete & masonry with all lead &
lifts including cost of materials, labour charges, conveyance etc.,
complete
Page 3 of 17
SI. No
Description
Unit
j
Quantity j
Rate
Amount
FLOORING & WALL FINISHES
27
28
29
30
31
32
33
34
Providing and laying gang saw cut 18 mm thick, mirror polished pre
moulded and pre polished machine cut granite stone of required size
and shape of approved shade, colour and texture in flooring cut
granite stone of required size and shape of approved shade, colour
and texture in footpath, and similar locations, laid over 20mm thick
base of cement mortar 1:4 (lcement: 4 coarse sand) including grouting
the joints wiU1 white cement mixed with match ing pigment, epoxy
touch ups etc. complete as per di rection of Engineer-in-Charge as per
design, pattern in hvo or three colours.
Sqrn
52 mm thick cement concrete flooring with concrete hardener topping,
under layer 40 mm U1ick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 grad ed stone aggrega te 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded s tone aggregate 6 mm nominal size) by volume,
hardening compound mixed @ 2 li tre per 50 kg of cement or as per
manufachirer's specifications. This includes cost of cement slurry, bu t
Sqrn
excludinP the cost of nosin1> of s tens e tc. com ole te
P & L Vih·ified AntiSkid tiles 600x600 mm laid on 20mm thick cement
Sqm
mo rtar 1:4 incl g routing the joints with white cement
Providing and laying vitrified floor tiles/ s kirting in different sizes
(thi ckness to be specified by the manufacturer) with water absorption
less U1an 0.08% and conformin g to IS : 15622, of approved make, in all
colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :
4 coarse sand), including grouting the joints with white cement and
matching pigments etc., !BEL or Equivalent complete.-300mm
X300mm/300mm X600mm/600mm X600mm
Sqm
Providing and Laying Kota Stone Flooring in Approved pattern
leather finis h on a bed of 1:6 CM i/ c cement float, filling joints with
nea t cement slurry, curing and polishing i/ c cost a nd conveyance of
all ma terials, seigneraige charges, labour charges, cleaning etc.
complete in cill respect w ih lea ther finish .
25 mm thick
Sqm
Providing and fixing Glazed Ceramic wall tiles of 200 x 200mm and
300 M x 300M size ond 6mm thick and of approved colour, shade,
Matt finished pa ttern for Dado on 12mm thick backing coat of 1:4
cement plaster and neat cement float using polymer based tile
adhesives of approve make including filling joints with white cement
mixed with pigm ent to match the colours, curing, acid cleaning
including cos t, seigniorage & conveyance of all materials & labour
Sq rn
charges e tc. com olete fo r finished item
Chequere d terrazo tiles 22 inm thick with grad ed marble ch ips of size
up to 6 mm in floors, jointed w ith neat cement slurry mixed with
pigment to match the sh ade of the tiles, including rubbing and
polishing comple te, on 20 mm thick bed of cement mortar 1:4 (1
cement :4 coarse sand) :
Medium shade pigment using 50% white cement, 50%
Sqm
ordinary cement
Providing and laying machine cut mirror po lished Granite Slab of
various sizes and dolour and 18-20mm thick in approved colour and
shade for wall cladding in requi red pattern fixed with SS dowels and
polymer based adhisive compound, filling joints with neat coloured
cement slurry, cleaning am.I as per a rchitects d rawing and design
including cost, conveyance a nd labo ur charges and s taging e tc.
complete as per Instruction of Engineer lncharge.
i)
Sqm
Ground Floor
Page 4 of 17
5000.00
2991.12
14955600.00
4000.00
508.49
2033960.00
1552.72
1377.50
2138871.80
15000.00
1335.65
20034750.00
1586.65
1084.33
1720452.19
3480.78
794.82
2766589.59
400.00
896.52
358608.00
1828.00
3515.00
6425420.00
~ ::f> I ~
\JL r,10
~U .
l,.l ~ J'O \
•
0 ~ 0
~ l[c:f>T~. ~c.Tcll
Unit
Description
SI. No
Providing and fixing granite stone slab with table rubbed, edges
35
rounded and polished, of size 1200mm high x 40 mm deepand 1.8 cm
U1ick, fixed in urinal partitions by cutting a chase of appropriate width
with chase cutter and embedding the stone in the chase with epoxy
grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 6 nun nominal size) as per d irection of ngineer Sqm
Providing & fixing MS heavy duty grill + Gates at entrance gate with
36
MT
painting as per detail drawing.
Quantity
Rate
Amount
150.00
3099.85
464977.50
32.45
71250.00
2312062.50
Sqm
Kgs
638.00
6000.00
1820.44
427.50
1161440.72
2565000.00
Sqm
638.00
642.58
409966.04
Sqm
120.00
2035.00
244200.00
Sqm
45.00
297.92
13406.40
Sqm
Each
45.00
25.00
688.61
417.00
30987.45
10425.00
765.00
385.61
294991.65
85.00
1001.49
85126.65
DOORS & WINDOWS
37
38
39
40
41
42
43
44
45
Providing and fixing !SI marked flush door shutters comfirming to
15:2202 (Part - I) non decorative type, core of block board
constructionwith frame of first class hard wood & well matched
commercial 3 p ly veneering with vertical grains of cross band and face
veneers on both faces of sh utters: 35mm thick including IS! marked
stainless steel butt hings with necessa1v screws.
35 mm thick including ISi marked Stainless Steel butt hinges with
necessa ry screws
Aluminium frame with bead for item no 9.21 for duct area only.
Providing and fixing 1.0 mm U1ick decorative high presure laminated
sheet of plain / wood grain in gloos / matt / suede finish witl1 high
density protective surface layer and reverse side of adhesive bonding
quali ty conforming to IS : 2046 type S including cost of adehsive of
approved qualitv.
Supplying and fixing rolling shutters of approved make made of
rewuired size M.S. toge ther through their entire length and jointed
togeth er 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 27.5 cm long coil springs grade
No. 2 and M.S. top cover of required thickness for rolling shutters.
80xl.25mm M.S. laths with 1.25mm thick top cover.
Extra fo r providing grilled rolling shutters manufactured out of 8mm
dia. M.S. bar instead of laths as per design approved by Engineer-inCharge. (area of grill to be measured)
Extra for providing mechnical device chain and crank operation
rolling shutters, Exceeding 10.00 sqm and upto 16.80 swm in the area.
Providing and fixing ball bearing for rolling shutters.
Providing and fixing aluminium work for ventilators and louvers
with exh·uded built up standard tubular section/ appropriate sections
and otl1er sections of approved make conforming to lS:733 and IS :
1285, fixed with raw! plugs and screws or with fixing clips, or witl1
expansion hold fash1ers including necessary fillings up of gaps a t
junctions, at top, bottom and sides with required PVC/neoprene felt
etc. Aluminium sections shall be smootll, rust free, straight, mitred
and jointed mechanically wherever required including cleat angle,
Aluminium snap beading for glazing / paneling, C.P. brass I
stainless steel screws, all complete as per architectural drawings and
the directions of Engineer-in-Charge. (Glazing and paneling to be paid
separately) : Natural anodised aluminium (minimum thickness of
anodising shall be of AC15)
Overall portion treated as fixed.
Anodised aluminium (anodised transparent or dyed to required shade
Kg
according to IS: 1868, Minimum anodic coating of grade AC 15)
Providing and fixing glazing in aluminium door, window, ventilator
shutters and partitions etc. with EPDM rubber / neop rene gasket etc.
complete as per the aJchitectural drawings and the directions of
engineer-in-charge.
Sqm
With float glc1ss pc1nes of 5.50 mm thickness
Page 5 of 17
SI. No
46
47
Description
Unit
Frameless Glass Doors: Design, fabrication and installation of
frameless glass doors consisting of 12nu11 thick clear toughened glass
and providing & fixing with DORMAmake PT STANDARD Patch
fit tings such as Top pivot(PT34), top patch(PT20), Bottom Patch
(PTlO), Corner Lock with EPC(US 10), Lock keeper pla te, SS finish
"D" shape Pull Handle 300mm x 22mm(TGDI 300225) and double
action floor spring BTS75v .and making necessary holes etc. for fixing
required door fittings, all complete as per direction of Engineer-incharge (door handle, lock and stopper etc to be paid
separately.) (NOTE: max Door size 1100mm x 2400mm, for high er
height overpanel to be provided.) Design Calculation authority to be
furnished by supplier for approval by Clien t / Consultant. ,Final
certifications of products should be submitted be from the product
manufacture r for the originality of the product and manufacturer
should be have its own service team .Installtion of the work should be
done by Donna certified partner ,who has sucessfully accomplised
similar works before . The above work complete in all respect as per
approved drawings and to the satisfac tion of Architect /Engineer-inCharge.
Sqm
Frameless Suspended Glazing with Spider Fittings:
Design,
Supply and Installation of frameless glazed fai;ade suspended from
the top of the opening provided with finishing/ shading as per
Consultant / Architect approval incorporatingtougnrd / laminated
glass panes 13.5 mm thick(12.00mm+l.52mm) as per approved
drawing and fins as stabilizers used at each vertical joint to provide
lateral stiffness against wind loading, deflections and other specified
loads expected including frame work structural supports wherever
necessary and hardware all othe r accessories in the glazing with a ll
extrusions, fittings, suspension brackets, DORMA spider fittings of
"PFF" series, "V" Series with 4,3,2,1 points spiders & FHB / FHAB M12
stainless steel bolts as per design. The "PFF" Series Spiders shall have
a curvi-linear design to reduce stress concentration a t transition
points,Sleek & twisted arm design for higher torsional moment of
resistance & better aesthetic fea tures. The spid ers shall be fastened to
the fin glass with high tensile stren gth SS 316 Countersunk Allen
bol ts. The Flat head bolts for facade glass shall be of SS 316 with an
outer diameter of 38nun and all necessary accessories.
The spiders shall be manufactured by investment casting process of
grade SS 316 as per EN Norms All screws, all weather elements such
11s flashing, coping, approved Dow Corning sealants, e tc to make the
system completely waterproof. All spider fi ttings should be designed
to support the weight of th e glass by direct bearing on the bolts
wherein the structure should be designed as per the relevant codes
and should be able to withstand the relevant thermal movements.
Design Calculation authority to be furnished by supplie r fo r approval
by Client / Cons ultant. ,Final certifica tions of products should be
submitted be from U1e p roduct manufacturer for the originali ty of the
product and manufacturer should be have its own service team
.lnstalltion of the work should be d one by Dorma certified partner
,who has sucessfully accomplised similar works before . The above
work complete in all respect as per approved drawings and to the
sa tisfaction of Architect /En1?i11eer-in-Charge.
4 to 4.5 metre heigh t
Sqm
4.5 to 6 metre height
Sqm
Page 6 of 17
Quantity
Rate
Amount
315.00
6840.00
2154600.0Q
375.00
235.00
9110.50
9566.50
3416437.50
2248127.50
Unit
Description
SI.No
48
Providing and Fixing Dorma Wall Connecting Profile -Non Secured
Version on top a nd bottom of the fixed glass , w.c.p would have
alumunium base rail with clamping parts a nd screws and EPDM
gasket for 12mm glass The p rofile would have clip on cover of
Stainless steel Grade 304 of 40 mm on both sides , having a standard
lenth. of 3 me tre,The above work complete in all respect as per
approved d rawings and to the satisfaction of Architect /Engineer-inCharge. Design Calcula tion authori ty to be furnished by supp lier for
approval by Client / Consultan t. ,Final certifica tions of prod ucts
should be submitted be from the prod uct manufacturer for the
originality of the product and manufacturer should be have its own
service team .lnstalltion of the work should be done by Dorma
certified partner ,who has sucessfully accomplised similar works
before . The above work complete in all respect as per approved
drawings and to the satisfaction of Architect /Engineer-in-Char ge.
49
50
51
2.5 to 3 metre h eight
Frameless Suspended Glazing with Spider Fittings:
Design,
Supply a nd Installation of frameless glazed fa<;ade suspended from
the top of the opening p rovided with finishing/ shading as per
Consultant / Architect approval incorporatingtougnrd glass panes
12.00mm as per approved drawing and fins as stabilizers used a t
each vertical joint to provide lateral stiffness against wind load ing,
deflections and other specified loads expected including fram e work
sh·uctural supports wherever necessary and hardware all other
accessories in the glazing with all exh·usions, fi ttings, suspension
brackets, DORMA spider fittings of "PFF" series, "V" Series with 4,3,2,1
points spiders & FHB / FHAB M12 stainless steel bolts as per design.
The "PFF" Series Spiders sha ll have a curvi-linear design to reduce
stress concenn·ation at h·ansition points,Sleek & twisted arm design for
higher torsional moment of resistance & better aesthetic fea tures. The
spiders shall be fastened to the fin glass with high tensile strength SS
316 Countersunk Allen bolts. The Flat head bolts for facade glass shall
be of SS 316 with a n outer d iameter of 38mm and all necessary
accessories.
3 to 4 metre height
Providing a nf fixing bright finished brass hanging type flooi· door
stopper with necessarv screw e tc comple te as approved bv the EiC.
Providing anf fi xing door locks of Dorma or Equivalent as approved
by the EiC necessary screw etc complete
Q uantity
Rate
Amount
Sqm
505.00
8141.50
4111457.50
Sqm
275.00
8676.35
2385996.25
Each
250.00
300.44
75110.00
Each
75.00
1744.20
130815.00
75.00
376.20
28215.00
75.00
2453.61
184020.75
450.00
86.64
38988.00
52
53
54
Providing anf fixing stainless steel door handles of 200mm customized
Each
make as approved by the EiC necessary screw etc comp lete
Provid ing and fixing double action hydrulic floor spring of approved
brand and manufactures IS : 6315 marked, for door including cost of
cutting floors as required, embedding in floors an d cover plate with
brass pivot and single piece M.S. sheet outer box with slide plate etc
comple te d irection of Engineer-in-charge with stainless steel cover
Each
plate ..
Filling the gap in between aluminium frame & ad1acent
RCC/ Brick/Stone work (up to 5mm depth and 5mm width) by
providing wea ther silicon sealant over backer rod of approved quality
Rmt
as per architectural drawings com ple te.
Page7 of1 7
Unit
Description
SI. No
Fabrication, supply and fix ing in position fully glazed door partly
55
fixed on sides & top and with double lea f s hutters for central opening
on floor springs using extruded aluminium anodised (approved tint)
sections as per drawing and IS mark fixtures with suitable screws,
bolts, nuts, wooden plugs a t the coru,ections, etc. with U,e following
sections of approved make ....mm thick reflective glass. The door
should be fabricated using standard size galvanised screws in teak
wood plugs including cost of all materials, labour charges for
fab rication and fixing in position and all incidental & operational
charges and conveyance charges etc. complete. Fabrication, supply
Sqm
and fixi1111 in oositi n
Fabrication, supply and fixing in position fully glazed fixed windows
56
using ex truded a lu. anodized sections as per drawings and !SI mark
fixtures with suitc1ble screws, bolts, nuts, wooden plugs for connect
ions etc., complete with the flooring section of approved make. d. 5.5m
thick plain glass fitted using suitable rubber beadings. The window
should be fabricated using s tandard size galvanised screws in teak
wood plugs incl uding cost of all materials, labour charges for
fab rication and fixing in position and all incidental and operational
charges and conveyance charges etc., complete - Window 'W3' of size
Sqm
., nn v 1 ?Om
Providing and fixing alu. top hw,g fully glazed windows and
57
ventilators as per detailed drawing & design and as d irected by
Architect including approved section with 4mm thick p lain sheet glass
fixed witJ1 double gasket with stainless steel pin and fix tures and
Sqm
fi ttin2 etc. comole te
Qua nti ty
Amount
Rate
150.00
5035.00
755250.00
75.00
4096.88
307266.00
50.00
4370.00
218500.00
SQM
37000.00
85.50
3163500.00
SQM
2500.00
85.22
213050.00
SQM
115000.00
48.12
5533800.00
SQM
115000.00
34.06
3916900.00
SQM
2500.00
139.13
347825.00
SQM
3000.00
70.68
212040.00
SQM
154000.00
85.17
13116180.00
For all water proofin g work describe below. The contractor shall
Provide 10 yeaars Guarantee for water tightness of the complete
sys tem in the manner as provided in the specification, Gradin g roof
for water Proofing treahnent with Cement concre te 1:2:4 (1 cement: 2
SQM
coarse sand: 4graded stone aggregate 20mm nominal size).-1 00 mm
1197.00
617.50
739147.50
PAINTING WORKS
58
Finishing walls with Acrylic Smooth ex terior paint o f required shade :
New work (fwo or mo re coat applied @ 1.67 ltr/10 sqm over and
including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
59
60
61
62
63
64
Distempering wiU1 oil bound washable distemper of approved brand
and manufacture to 2ive an even s hade
New work (two or more coats) over a nd including water thinnable
priming coa t with cement primer.
Distempering w ith 1st quality acrylic d istemper (ready mixed) of
approved manufacturer, of required shade and colour complete, as
per m anufacturer's soecification.
Two or more coa ts on new work.
Applying one coat of water thiru,able cement primer of approved
brand and manufacture on wall surface :
Water thinnable cement orimer.
Finishin2 walls with textured exterior paint of required shade:
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and
including priming coat of exterior primer applied @2.20kg/10 sqm.
Painting witJ, synthetic enamel paint of approved brand and
manufacture to 2ive an even s hade:
T°wo or more coats on new work.
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacture r, over the
plastered wall surface to p repare the surface even and smooth
complete.
WATER PROOFING WORKS
65
Page 8 of 17
S I. No
Description
Unit
66
Proving and laying water proofing 'treatment in toilet e'tc by applying
cement shuTy mixed with water proofing cement compound
consisting of applying :a) First layer of slurry of cement @ 0.488
kg/sqm mixed with water proofing cement compound @ 0.253
kg/sqm. TI1is layer will be allowed to air cure for 4 how·s. b). second
layer of slurry cement @ 0.242 kg/ sqm mixed with water proofing
cement compound @ 0.126 kg/sqm. This layer will be allowed to air
cure for 4 hours followed with water curing for 48 hours. The rate
includes preparation of surface, treatment and sealing of all joints,
corners, junctions of pipes and masonry with polymer mixed slurry.
SQM
67
Proving and laying water proofing treatment on roofs of slab by
applying cement slurry mixed with water proofing cement compound
consisting of applying :a) after surface p reparation First layer of slurry
of cement @ 0.488 kg/sqm mixed with water proofing cement
compound @ 0.253 kg/sqm b) laying second layer of Fibre glass cloth
when the first layer is still green. Overlaps of joints of fibre cloth
should be less then 10cm. c) third layer of 1.5 mm thickness consisting
of slurry of cement @ 1.289 kg/sqm mixed with water proofing
cement compound @0.670 kg/sqm and coarse sand@ 1.289 kg/sqm.
111is will be allowed to air cure for 4 hours followed with water curing
for 48 hours. The entire treatment will be taken up-to 30cm on parapet
wall and trucked into groove in parapet all around. d) fourth layer of
cement plaster cement mortar (which will be paid for seprately For the
purpose of measurement the entire treated s urface will be measured).
SQM
Providing and fixing down gusge iricluding finishing wiU1 cement
mortar 1:3 (1 cement: 3 coarse sand) as per standard design in
1---..-175x75mm deep chase.
SQ:v1
69
Makingk hur~5x45 cm with average minimum thickness of 5cm
cement concrete 1:2:4 (1 cement: 2 coarse sand: 4graded stone
aggregate 20mm nominal size) over PVC sheet 1 m x 1m 1400 micron,
SQ:\1
finished with 12mm cement.
Quantity
Rate
Amount
1197.87
215.16
257733.71
1166.25
256.74
299423.03
550.00
81.94
45067.00
750.00
20~.58
155685.00
68
ROOFING
70
Providing and Fixing Multilayer '3DLite' Panel System 22mm thick·
(minimum) confirming to specifications mentioned below; complete in
all respects.
- Panel shall be 22mm thick (min.)
- Panel Width shall be 600 mm to ensure best performance for wind
uplift, vibration; oil canning and visual appearance.
- The panels shall be uniform in colour with an integral Multilayer
core. ~ The panels shall have 3 cells and 4 walls.
- Both outer walls shall be in clear color.
- Mid dle cells shall have the alternate horizontal walls in white or
approved colour. - Weight of panel shall not be less than 2500 grams
per square meter.- Panels shall be manufactured with Vertical
Standing Seam at both sides of the panel. The height of the standing
seam shall not be more than 16mm to ensure best connector
engagement. Welding or gluing of up stands or s tanding seam is not
acceptable.- Snap-on co1m ector to interlock the panels shall have a
grip-lock double tooth locking mechanism to ensure maximum uplift
capability & shall be of same color as that of panel for aesthetit appeal.
..
- End-cap/ Aluminium U-Profile (mill finish) for ends.
.- Panels sha,11 be co-e?<trude<;!.Jl,\( protec,_te_d,."'.:-----:--:---:-~-:---:---~ .--.ii - -- ,.j.-Panel manufacturer should have project reference in India which is at :
least 10 years ok{ for a single project not less than 1,500 m2.
- Panels shall have 10 years limitec! warranty from manufacturer with
produ c\ / batch details etc engraved for fu ture warrantee reference/
claims. Th e panel system shall be bent to reqllirect profile and fix ed in
position, to the structural steel frc,mew ork, using self-drilling screws,
accessories and Aluminum profiles etc. strictly as per approved
Sqrn
architectural d rawing DANPALON or Equivalent.
I
Page 9 of 17
- -- . , . t - - - ---it, - - - - -- - - - 1
1800.00
7400.00
13320000.00
SI. No
71
Descri p ~ion
Un it
SAIL SH ADE CANOPY STRl,JCTURE.
Providing and fixing at site as per Design & Drawings Sail Shades, of
Ferrari Mesh Fabric 592 color (Moss Green-2158), weigh t 1050 GSM.
Tensile Strength - 500/500 DAN/ SCM
Porosity - 23%
Sh·uctural steel -Mild steel with 2 coats epoxy + top PU coat.
Cables, end fi ttings and accessories.
Cables single standrad cable (1 x 19) with a minimu m tensile strength
of1570 MPa.
End fittings and accessories - GI coated steel.
connection to the main aa-s - on plates that are al ready welded to the
main arcs.
Fixed to main structural steel members with cables / end fittings &
accessories complete work. As per satisfaction of Engineer - in Charge.
Contractor to provide Design Engineering fabrication drawings & get
them approved. All steel to be cut to shape on CNC Machines not
hand cutting shall be allowed.
All work to be carried out as per technical specification (Refer Part-A,
Section-10).
72
Providing and fixing fa lse ceiling at all height including providing
and fixing of frame work made of special sections, er pressed from
M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both
side inclusive) as per rs :277 and onsisting of angle cleats of size 25
mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200
mm centre to centre, one flange fixed to the ceilin g with dash fastener
12.5 mm dia x 50mm long with 6mm d ia bolts,other flange of cleat
fixed to the angle hange rs of 25x10x0.50 mm of required length with
nuts & bolts of required s ize and other end of angle hanger fixed with
intermedia te G.I. channels 45x15x0.9 mm running at the spacing of
1200 mm centre to centre, to which the ceiling section 0.5 mm thick
bottom wedge of 80 mm with tapered flanges of 26 mm each havin g
lips o f 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction
perpendicular to G.l. in termediate channel with connecting clips made
out of 2.64 mm dia x 230 mm long G.I. wire at every junction,
including fixing perimeter channels 0.5 mm thick 27 mm high having
flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to the
board with recommend ed jointing compound , jointing tapes ,
finish ing wiU1 jointing comp ound in 3 layers covering upto 150 mm on
both sides of joint and two coats of primer suitable for board, all as per
manufacturer's specification and also including the cost of making
openings for ligh t fittings, grills, diffusers,cutouts made with frame of
perimeter ch annels suitably fixed, all complete as per drawings,
pecification and d irection of the Engineer in Charge but
excluding the cost of painting with :
a
12.5 nun thick tapered edge gypsum fire resistant board conforming to
IS: 2095- Part 1
Page 10 of 17
Quantity
Rate
Amount
Sqm
750.00
10318.90
7739175.00
sqm
4500.00
971.80
4373100.00
SI. No
Description
Unit
'Supplying and Fixing of Suspended ceiling system components with
73
Moist Resistant Board, This includes Ultraframe Perimeter Channel
(0.55mm thick having one flange of 28mm and another flange of
18mm and a web of 30mm) screw fixed to brick wall/partition with
the help of approved screws at 600nun centers. Then suspending
universal section u sed as in termediate channel (45nun x 0.55mm thick
with two flanges of 27mm each) from the soffit at 1220mm centers
with Ceiling Angle (24x24mmx0.55mm thick) fixed to RCC Slab with
Soffit Cleat and Approved Fasteners @ 600mm Centers respectively,
Ultraframe universal Ceiling Section (having knurled web of 45mm
and two flanges of 27mm each) are then fixed to the ultraframe
universal Intermediate channel with the help of four point connecting
clip (0.8mm thick) and iJ1 perpendicular direction to the intermediate
channel at 457mm centers. 12.5mm thick moist resistent gypsum
boards (as per BS 1230· part 1, 1985 type 3) is screw fixed with 25mm
long Drywall screws at 230 mm centers and water absorption, shall
not be greater than 5% , The screw fixing of gypsum boards to the
metal framing at the periphery, openings and cut edges should be at
15011m1 centers. All the Standard boards must be staggered. All jomts
to be taped & finished with Paper tape & All Purpose Joint Compound
confirming to ASTM C475. USG Bora! (Moist Block Gypsum) or
Equivalent.
74
Quantity
Rate
Amount
Sqm
2500.00
1006.53
2516325.00
Sqm
5400.00
1566.69
8460126.00
Providing and Fixing 15 mm thick densified tegular edged eco
friendly light weight calcium silicate false ceiling tiles of approved
texture spin tone/ cosmos/ Hexa or equivalent of size 595 x 595 mm in
true horizontal level, suspended on inter locking metal grid of hot
dipped galvanised steel
sections (galvanising @ 120 grams per sqm including both side)
consisting of main 'T' runner suitably spaced at joints to get required
length and of size 24x38 mm made from 0.33 mm thick (minimum)
sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28
mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced
between main'T' a t 600 mm centre to centre to form a grid of 1200x600
mm and secondary cross 'T'
of length 600 mm and size 24 x28 mm made of 0.33 mm thick
(Minimum) sheet to be inter locked at midd le of th e 1200x 600 mm
panel to from grid of size 600x600 mm, resting on periphery walls
/ partitions on a Perimeter wall angle pre-coated steel of
size(24x24X3000 mm made of 0.40 mmthick (minim um) sheet with the
help of raw! plugs at 450 mm centre to centre with 25 mm long dry
wall screws @ 230 mm interval and laying 15 mm thick densified
edges calicum silicate ceiling tiles of approved texture (Spintone /
Cosmos/hexa) in the grid, including, cutting/ making opening for
services like diffusers, grills, light fittings, fixtures, smoke detectors
etc., wherever required. Main 'T' runners to be suspended from
ceiling
Note :- Only calcium silicate false ceiling area will be measured from
wall to wall. No deduction shall be made for exposed frames / opening
(cut outs) having area less than 0.30 sqm.The calcium silicate ceiling
tile shall have NRC value of 0.50 (Minimum), light reflection > 85%,
noncombustible as per B.S. 476 part IV, 100% humidity resistance and
a lso having thermal conductivity <0.043 w / m O KC, USG Bora! or
Eauivalent.
'3'o
~
~q,,,
~o
f;: RO ftlo
!J"'f I~
~o a
-~ {~rt. ~
Page 11 of 17
SI. No
Description
Providing and injecting chemical emulsion
0.5% chloropyriphos
75
emulsifiable concentrate as per latest IS 6313 Part-I for preconstruction antitermite treatment and creating a chemical barrier
under and areound the column pits, wall trenches, basement
excavation, plinth Providing and injecting chemical emulsion of 0.5%
chloropyriphos emulsifiable concentrate as per latest IS 6313 Part-I for
pre-construction antitermite treatment and creating a chemical barrier
under and areound the column pits, wall trenches, basement
excavation, plinth filling, treatment of junctions of walls at floor,
treatment of soils along ex ternal perimeter of building, treatment of
soils surrounding pipes and conduits etc. with 10 years guarantee.
Payments will be made on the measw-ed plinth area of ground floor in
the filling, treatment of junctions of walls at floor, treatment of soils
along external perimeter of building, treatment of soils surrounding
g pipes and conduits etc. wi th 10 years guarantee. Payments will be
made on the measured plinth area of G.F
of
Unit
Quantity
Amount
Rate
Sqm
56852.13
66.50
3780666.71
cum
4608.00
83.60
385228.80
sqm
7680.00
77.2.3
593126.40
Cum
3456.00
9.64
33315.84
cum
2304.00
2013.91
46400-18.64
Cum
1152.00
6455.25
7436448.00
660.00
213.66
141015.60
ROAD WORK & PARKING AREA DEVELOPMENT
76
77
78
79
80
81
Earth work in excavation by mechanical means (Hydraulic excavator)
/ manual means over areas (exceeding 30cm in depth. 1.5 min width
as well as 10 sqm on plan) including disposal of excavated earth, lead
upto 50m and lift up to 1.5m, disposed earth to be levelled and neatly
dressed.
All kinds of soil
Preparation and consolidation of sub grade with power road roller of
8 to 12 tonne capacity after excavating earth to a n average of 22.5 cm.
depth, dressing to camber and consolidating with road roller
including making good the undulations etc. and re-rolling the sub
ITrarlP and di~nn~:.t of surnlus ea rth with !earl t1nto c;n metre!;.
Extra for compaction of earth work in embankment under optimum
moisture conditions to give at least 95% of the maximum dry density
(proctor density).
Construction of granular sub-base by providing close graded Material
conforming to specifications, mixing in a mechanical mix plant at
OMC, carriage of mixed material by tippers to work site, for all leads
& lifts, spreading in uniform layers of specified thickness with motor
grader on prepared surface and compacting with vibratory power
roller to achieve the desired density, complete as per specifications
and directions of Engineerin-Charge.
Providing and laying design mix cement concrete of M-30 grade, in
roads/ taxi tracks/ runways, using cement content as per design mix,
using' coarse sand and graded stone aggregate of 40 mm nominal size
in appropriate proportions as per approved & specified design
criteria, providing dowel bars wiU, sleeve/ tie bars wherever
required, laying at site, spreading a nd compacting mechanically by
using needle and surface vibrators, levelling to requ ired slope/
camber, finishing wiU, required texture, including steel form work
with sturdy M.S. channel sections, curing, making provision for
contraction/ expansion, construction & longitudinal joints ( 10 mm
wide x 50 mm deep) by groove cutting machine, providing and filling
joints with approved joint filler and sealants, complete all as per
direction of Engineerin-charge (Item of joint fillers, sealants, dowel
bars with sleeve/ tie bars to be paid separately).
Providing and filling in position bitumen mix filler of Proportion 80
kg of hot bitumen, 1 kg. of cement and 0.25 cubicmetre of coarse sand R<1te per
for depth per expansion joints.
cm depth
per cm
width
per 100
Page 12 of 17
Description
SI. No
Painting road surface markfng with adequate nos of coats to give
82
uniform finish with ready mixed road marking paint conforming to IS
: 164 on bituminous surface in white/vellow shade
. includinv
.
.
'
New work (Tv.;o or more coats)
Providing and laying 'a t or 11ear ground level factory 1nade kerb stone
83
of M-25 grade cement concrete in position to the required line, level
and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse
sand), including making joints with or without grooves (thickness of
joints except a t sharp curve shall not to more than 5mm), including
making drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb edging shall
be measured for payment). (Precast C.C. kerb s tone shall be approved
bv Engineer-in-~harge}. .
. .
Providing, laying and making kerb channel 30 cm wide and 50 mm
84
thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded
stone aggregate 20 mm nominal size) over 75mm bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated and
grouted with fine sand, including finishing the top smooth etc.
complete and as per direction of Engineer-in-charge
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes
85
with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete :450 mm dia. R.C.C. eiee
Providing ai1d laying non-pressure NP2 class (light duty) R.C.C. pipes
86
with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete :600 mm dia. R.C~e
87 . Steel reinforcen1ent for R.C.C. work including sh·aightening, cutting,
bending, placing in posi tion and binding all complete above plinth
level.
The.rmo-Mechanically Treated bars
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded
88
stone aggregate) finished with a floating coat of neat cement,
including cement slurry, but excluding the cost of nosing of steps etc.
com
·40 mm thick with 20 mm nominal size stone aP"PTegate
Providing and laying 60mn1 thick fadory made cement concrete
89
interlocking paver block of M -30 grade made by block making
machine with strong vibratory compaction, of approved size, design
& shape, laid in required colour and pattern over and including
50mm thick compacted bed of coa rse sand, filling the joints with fine
sand etc. all complete as per the direction of Engineer-in-charge.
Grass Paver Providing &. laying 80 min thick reflective type open
90
jointed (grass) paver block of m inimum compressive strength of 400
kg/sq.cm in uni paver shape of approved make. The rates are
inclusive of providing & laying/spreading approved quality average
50mm thick sand bedding including compaction & filling joints with
san~ at site. The edges are to be neatly trimmed to fit within kerbs
EXTRA ITEMS
.
91
Supply and installation of spike resistant 9mm thick full PUR flooring
with skid free top coat to the utility of players toilets.
92
Providing and laying synthetic Cricket pitch GREEN HF--13 of CC
Grass for Indoor Practice Area.
Gymriasiam flooring conipur (HGEC0-2)
Providing and fixing gymnasiam flooring Elastic Indoor surfacing
system with cone. Primer base, elestic layer, pore sealer and fabric
layer, Intermediate wating laye r a nd top layer and final sealing laquer
~ C(?NICA C_O!"J~PUR HG ECO or e9_
uiv~lent_.
.
Providing and fixing in position Bitumineous Paper baring for slabs
as per aperoved drawing and conforminl?: to IS; 1398
Provi~irig arid ~!:plying two :coats of Enamit'Paint over .primer coat
Pr?vidin~ and fixing of Synthe tic water tank
93
94
95
96
Page 13 of 17
Unit
Quantity
Amount
Rate
Sqm
528.00
116.04
61269.12
Cum
356.40
5031.11
1793087.60
Sqm
1584.00
336.49
533000.16
RM
625.00
670.61
419131.25
RM
375.00
1310.48
491430.00
MT
32.50
64695.00
2102587.50
Sqm
5b73.75
335.68
1703156.40
Sqm
4287.50
572.09
2452835.88
Sqm
2686.50
1365.63
3668765.00
Sqm
220.00
6008.75. ,
1321925.00
sqm
945.00
2115.65
1999289.25
Sqm
..
770.00
4750.00
3657500.00l
Sqm
Sq·m
264.00
944.bO
5600.00
38.00
71.25
6.65
10032.00
67260.00
37240.00
Lts
~co~
-
r,n
Bo ~o xro Ro Pru ,"'A""'
#~ ~ -:"' . {'e.Nr i,
SI. No
Description
Unit
97
Providing and fixing on piece construction w hite Vitreous Squatting
p lae with an integran longitudnal flushing pipe white automatic
cystren including all necessary fi ttings (Ladies (Jrinals)
Nos
98
Providing and fixing chalk board/ notice board with alfa frame incl. all
labour charges and material etc complete
Sqm
99
Providing & Fixing of 3" PVC Nahani Trap as per instructions of
Engineer lncharge
Nos
100 RCC Holes cutting manually 15 x 15 ems in RCC floor including holes
making leak proof finishing comple te. as per the directions of
Engineer lncharge
Nos
101 Providing and fixing 50mm and 40mm dia (2mm thick) Stain less Steel
work railing (tubular sec tion pipe with stain less steel brackets of same
dia and base p late including anchor bolts conforming to IS
specification and as p er direction of Engineer - in - charge including
cost and conveyru1ce of all materials and labour charges etc. complete.
as per Instruction of Engineer lncharge.
JcSg.
102
103
FOR EXPOSED TO WEATHER- EXP ANS ION JOINT ( EJ -1)
Providing and fixing of Expansion joint system for Exposed to
Weather location as per drawin g and d irection of Engineer in-charge.
The material shall be such that it provides a n Expansion Joints System
suitable for horizontal and vertical in the building with no sloping
down tendency amongst the component of the joint system. The joint
include PVC water Stop (250 mm wide -Serrated), Backer rod and fill
with poly sulphite (Pidiseal 41G) including with Aluminium Strip 16
Gauge.
(Material shall be confirmed to ASTM 6063).
(Note - Shop drawing to be submitted to the architect or engineer In
Charge for final approval before doing_ the J ob)
a) 80 mm gap (maximum)
Metre
Expansion Joint exposed to weather (E J - 2)
Providing and tixing ot Expansion joint system tor Exposed to
Weather location as per drawing and direction of Engineer in-charge.
The materia l shall be such that it provides an Expansion Joints System
suitable for horizontal and vertical in the building with no sloping
down tendency amongst the component of the joint system. The joint
include PVC water Stop (250 mm wide -Serra ted) , filler with
expanded polymer board ,Backer rod and fill with poly sulphite (
Pidiseal 41G) including with Alu minium Strip 16 Gauge. (Material
shall be confirmed to ASTM 6063).
(Note -Shop drawing to be submitted to the architect or engineer In
Charge for final approval before d oing the Job)
a) 80 nu11 gap (maximum)
Metre
Expansion Joint not exposed to weather (EJ - 3)
Quantity
Rate
Amount
4.00
6008.75
24035.00
36.00
4588.50
165186.00
287.00
63.65
18267.55
549.00
172.90
94922.10
3034.45
464.55
1409653.75
257.50
6175.00
1590062.50
70.00
5035.00
352450.00
145.00
5700.00
826500.00
4325.00
81.70
353352.50
104
105
Providing and fi xing of Expansion joint system for Exposed to
Weather location as per drawing and direction of Engineer in-charge.
The material shall be such that it provides an Expansion Joints System
suitable for horizontal and vertical in the building with no sloping
down tendency amongst the component of the joint system. The joint
filler with expanded polymer board including with Alu minium Strip
16 Gauge (Material shall be confirm to ASTM 6063).
(Note - Shop drawing to be submitted to the architect or engil1eer In
Charge for final approval before doing the Job)
a) 80 nungap (maximum
Metre
RAILING R-1
Providing and fixing MS railing 500 mm high made of 50 mm dia ms
pipe hand rail and two nos 25 mm dia M S pipe supported on vertical
member 60mmx10mm thick MS Flat @1200 mm C/C on oval shape M
S base plate 12 mm thick out of 125mm x 100 111111 with 12 mm dia dash
fastners on top of 500 mm high & 100 mm thick R CC parapet at 1200
mm c/ c ( all fittings shall be factory made and hot dipped galvanized)
complete fixed in position to the satisfaction of the site Engineer/
Arch itects.
Kg.
Page 14 of 17
l,ln it
Description
S I. No
106
RAILI NG R-1 A
!Providing and fi xing M S railin g 450 mm high made of 50 mm dia m s
pipe h and rail and o ne nos 25 mm dia MS pipe supported on vertical
member 60mmx10mm th ick M S Fla t @1200 mm C/ C on oval sha pe M
S base p la te 12 m m thick ou t of 125mm x 100 mm with 12 mm dia dash
fastners on top of 450 mm high & 100 mm thick R CC parapet at 1200
mm c/c ( all fi ttings shall be factory made and ho t dipp ed galvanized)
complete fixed in p osition to the sa tisfac tion of the site Engineer /
Kg.
Architec ts.
107
RAILING R-2
Provid ing and fix ing M S railing 300 mm h igh made of 50 mm dia m s
pipe h and rail and o ne nos 25 mm dia MS pipe supported on vertical
member 60mmx10mm thick M S Flat @lOOO mm C/C on oval shape M
S base p late 12 mm thick ou t o f 125mm x 100 mm with 12 mm dia dash
fastners on top of 700 mm high & 150 mm thick R CC p arape t at 1000
mm c/c ( nil fittin gs sha ll be fac to ry made a nd hot dipped galvanized )
complete fixed in p osition to th e satisfaction of the site Engin eer/
Kg.
Architects.
108
RAILING R-2A
Providing and fixing MS railing 250 mm h igh mad e of 50 m m dia ms
pipe hand rail on ve rtical mem ber 60mmx10nun thick M S Flat @1000
mm C/ C on o val sha pe M S base plate 12 mm thick out of 125mm x
100 mm with 12 mm dia d ash fas tners on top of 750 mm high & 150
mm th ick R CC p arapet a t 1000 mm c/ c ( all fittin gs shall be factory
made and h ot dipped galva nized) complete fi xed in position to the
satis faction of the site Engi neer/ Architects.
Kg.
109
RAILING R-3
P rovid ing and fixin g M.S. railing 1000111111 h igh made of 50mm d ia
M.S. pipe hand rail on 30mmX50mmX3mm thick M.S. curved piece
w elded on 25mmX25mm square M.S. bar fi xed on 100mm0 X8mm
thick M.S. base plate at 1200mm c/c w ith 12mm dia. Dash fas tners (all
fit tin gs sh all be fa ctory made and ho t d ipped galvanized) comple te
fixed in position to the satisfactio n of the Site Engineer/ Architect.
110
2620.00
74.58
195399.60
2260.00
72.20
163172.00
2605.00
71.73
186856.65
Kg.
2730.00
81.70
2230H.OO
Kg.
2060.00
81.70
168302.00
Kg.
2750.00
74.58
205095.00
Kg.
2260.00
72.20
163172.00
RA ILING R-6
Providing and fi xing M S ra iling mad e of 50 mm d ia M S pipe hand
rail and 3 nos 15 mm d ia ms bars welded o n 30 mm dia M S pipe
balus ters on each tread fi x.e d on 150x100x12 mm thick ms plate with
12 mm dia dash fastners ( a ll fittings shall be factory made and h ot
dipped galvanized) com ple te fi xed in position to the satisfaction of the
s ite Engineer/ Architec ts.
113
Amount
R AILING R-5
Providing and 'fix ing M S railing 900 mm h igh mad e o f 50 mm d ia ms
pipe hand rail on 50 mm x 16 mm MS Pla te welded on 50 mm d ia M S
Stanch ion on alterna te h·ead and 600 mm c/c fixed on 125 x150x12mm
thick M S base pla te with 12 mm dia dash fastners ( all fittings shall be
factory made and ho t dipp ed galvanized ) comple te fixed in position to
the satisfaction of the site EnrrineerI Architects.
112
Ra te
RAILING R-4
Prov id ing and fixing M S railing 850 mm high m ad e o f 50 mm dia ms
pipe hand rail on 40 mm x 16 mm MS Pla te a nd 2 nos 25 mm dia M S
pipe welded on 40 m m dia M S S tanchion on centre line of each tread
on 100x150x10mm thick MS ba se p la te 12 mm dia d ash fas tners on
150 mm h igh & 100 mm thick R CC parapet wall( all fittings shall be
factory mad e and ho t dipped galvanized) complete fixed in p osition to
th e satisfaction of the site Engineer/ Architects.
111
Quantity
RAILING R-7
Page 15 of 17
SI. No
114
115
116
117
118
119
120
121
Description
Unit
Providing and fixing M S railing 370 mm high made of 50 mm dia ms
pipe hand rail on 50 mm x 10 mm thick support made to shape on 100
mm dia x8mm thick ms base plate a t 1200 mm c/c wi th 12 mm dia
dash fastners on 750 nun high R C C parape t wall( all fittings shall be
factory made and hot dipped galvanized) complete fixed in position to
Kg.
•hn c::, tisfactinn of the site -· - '·- --- I Architect~
Grassing (Supply & Planting) in Play Field Area with Bermuda 419
Grass springs including fine dressing of ground dump maure, mixing
earth & sludge or manure in proporation specified by curator.
Uprooting foreign material & disposal of foreign mate rial/vegetation,
watering till the grass forms a thick lawn/ carpet free from weeds & fi t
for palying including specified soil if needed (Good earth shall be paid
separetely) as per instructions of Engin eer lncharge.
Sqm
Grassing (Supply & Planting) in Pitch Area with Bermuda Tiff Way
Grnss springs including fine dressing of ground dump maure, mixing
earth & sludge o r manure in proporation specified by curator.
Uprooting foreign material during maintenance & disposal of foreign
material/vegetation, watering a nd maintenance of ti for three months
or more till the grass fo rms a thick lawn/ carpet free from weeds & fit"
for palying including specified soil if needed (Good earth shall be paid
separelely) as per instructions of Engineer Incharge.
Sqm
Providing and fixing machine molded aluminum covering of
approved pattern & design, made out of machine cut Aluminum Sheet
a nd mad, ine holed fo r receiving screws, over expansion joints o
verticals surface / ceiling with fl threaded, cadmium pla ted steel
screws 4mm d ia stem. 30mm long and aluminum washers 2mm thick,
15mm dia a t a staggered pitch of 200mm centre to centre incl. drilling
hoes in the receiving surface and providing expandable plastic sleeves
in holes e tc. complete. Anodized aluminum sheet 2.5mm thick
(anodized transparent or dyed to required sh ade according to 15:1869,
minimum ru,odic coating of grade AC 15).
Kg
Providing and fixing 12mm dia (HILTI) Anchor Bolts for MS hand
railing work including drilling holes, fixing reparing & finishing e tc.
complete as per direction of Engineer lncharge.
Nos
Providing RCC Core drilling by Dia mond cu tter machine.
Nos
Providing and injecting Chemical Grouting at Truss base including
all materials, labour cost etc complete.
Each
Providing & Fixing Glass Strips 40mm X 4mm for IPS flooring - for
lOmts length
Mts
Providing and fixing 20mm dia Chemical Anchor Bolts including
conveyance ma terial, labour etc.complete as per direction of Engineer
Nos
Jncharl!e.
Quantity
Rate
Amount
2125.00
71.25
151406.25
9299.83
237.50
2208709.63
464.52
237.50
110322.31
659.03
351.50
231647.29
2621.00
10.00
186.20
1764.15
488030.20
176-ll.50
54.50
998.45
54415.53
1828.60
19.00
34743.40
241.50
1159.00
279898.50
14622.51
83.60
12224..Jl.79
23952.87
57.00
1365313.83
88.13
4592.59
4047..J-1.96
EXTERNAL AREA DEVELOPMENT WORKS
AREA LEVELING
122 Earth work in excavation by mechanical means (Hydraulic excavator)
/ manual means over areas (exceeding 30cm in depth. 1.5 min widili
as well as 10 sqm on pla n) incl uding disposal of excava ted earth, lead
upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly
dressed.
Cum
All kind od soil
123 Filling available excava ted earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
Cum
to 50 m and lift uoto 1.5 m.
124
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level
1:3:6 (1 Cement : 3 coc1rse sand : 6 graded stone aggregate 20
Cum
mm nominal size)
Page 16 of 17
SI. No
Un it
Description
Quantity
Rate
Amotmt
SEATING ARRANGEMENT
125
Providing and fixing of Floor Mounted Stad ium chair with aims
having injection moulded polypropylene Vinayl fabric upholstered
seat, back with auto ti p up seat. Armrest with injection polyprnpylene.
Chair of size 595mmx670mmx865mm complete all respect. Godrej
make (INTERACT) Or Equivalent approved by competent authority.
126
Providing and fixing of Floor Mounted Stadium chair with arms
having PU foam moulded seat & back with auto tip up seat. Armrest
with PU foam, under structure MS powder coated. Chair of size
600mmx540mmx890mm complete all respect. Godrej make
(JUPITER 23421X) Or Equivalent approved by competent authority.
127
Each
1000.00
11500.00
11500000.00
Each
11000.00
9500.00
104500000.00
Providing and fixing of Floor (Riser) Mounted Stadium seats HOPE
Hot blow moulding UV resistance in appropriate colour Chair of size
420mmx450mmx3 IOmm. With back fram of Aluminium Alloy
complete all respect. Godrej make (JN-Z055) Or Equivalent approved
by competent authority.
Each
28000.00
5230.00
Total
146440000.00
1421710023.50
(A)
.
'
Page17of17
Proposed International Cricket Stadium at Saifai, Etawah
Public Health Engineering Work & Extra Item
SI. No
Description
Unit
1
Providing a nd fi xing Stainless S teel A ISi 304 (18/8) kitch en sink as per IS
13983 with C.I . bracke ts a nd s ta inless steel plug 40 mm incl uding p ainting
of fittings and brackets, cu tting a nd ma king good the walls wherever
req uired :
Kitchen Sink w ith di·ain board Size 510x1040 mm bowl deoth 200mm.
Providing a nd fixing Chlo rina ted Polyviny l C hloride (CPVC) pipes, havin g
thermal stability for ho t & cold water s upply including a ll CPVC plain &
brass threaded fittin gs including fixing th e pipe with clamps at 1.00 m
s pacing. This includes jointing o f pip es & fittings with one s tep CPVC
solvent cem ent and testing of joints complete as per d irection of Engineer in
Chante.
Internal work - Exposed on wall
15 mm nominal o u ter dia .Pipes.
20 mm nomina l ou ter d ia .Pioes.
25 mm nomina l ou ter dia .Pioes.
32 mm nominal o u ter d ia .Pipes.
40 mm n ominal o u ter dia .Pipes.
50 mm n ominal ou ter dia .P ipes.
Provid ing and fix ing Chlorina ted Po lyvinyl Chlorid e (CPVC) pipes, having
therm al sta bility for ho t & cold wa ter supply including all CPVC p lain &
brass thread ed fittings i/ c fix ing U1e p ipe with clamps a t l.00 m spacing.
This includ es jointin g of pipes & fi ttings with one step CPVC solvent
ceme nt and the cost of cuttin g chases and m aking good the same including
tes ting o f joi nts comp lete as pe r direction of Engineer in Charge.
Quantity
Rate (Rs.)
Amount- (Rs.)
Internal Plumbing Works ( Main Pavilion)
1.1
2
2.1
2.2
2.3
2.4
2.5
2.6
3
Each
6.00
5667.84
34007.04
Meter
Meter
Me ter
Meter
Meter
Me ter
10.00
150.00
300.00
175.00
200.00
250.00
155.33
181.02
219.74
281.81
387.51
552.47
1553.30
27153.00
65922.00
49327.25
77502.00
138117.50
Me ter
Me ter
Me ter
Meter
490.00
1000.00
400.00
750.00
256.50
281.58
333.74
401 .28
125685.00
281580.00
133496.00
300960.00
Me tre
2050.00
871 .86
178731 1.00
Each
260:00
318.9b
82929.60
Each
100.00
352.78
35278.00
Each
40.00
592.61
2370-1.40
Each
400.00
547.39
218956.00
Each
10.oc
412.78
41 27.80
Each
760.00
302.-13
229846.80
Each
426.00
231.56
9864e!.56
Each
10.00
65.17
651.70
Ead1
200.00
933.12
18668-1.00
Mete r
500.00
36.72
18360.00
Concealed work including cutti ng ch ases and ma king good the walls etc.
3.1
3.2
3.2
3.3
4
5
6
7
8
9
10
11
12
13
14
15 mm nominal o uter d ia .Pipes.
20 mm nominal outer dia .Pipes.
25 mm nominal o ute r dia .Pipes.
32 mm nominal oute r dia .Pioes.
Providing a nd fixing soil, was te and vent oioes.
100mm d ia Centrifu gally cast (s pw1) iron socketed p ipe as per IS: 3989.
Providing a nd fixin g pla in bend of required d egree
100mm d ia San d cas t iron S&S as per IS:3989
Providing a nd fixinl!: heel rest sanita rv be nd .
100mm dia Sand cast iron S&S as oer IS:3989
Providing a nd fixing single equal plain ju nction of required degree with
acess door insertion rubber washer 3mm thick bolts and nu ts com nle te.
100x100x100mm dia Sand cast iron S&S as ocr IS:3989
Prov iding and fixing single eq ual plain junction o f req uired degree.
100x100x100mm d ia Sand cast iron S&S as per IS:3989
Providing and fixing term inal gua rd .
100mm dia Sand cast iron S&S as oer IS:3989
Providmg and fix ing coller
100mm dia Sa n d cast iro n S&S as per IS:3989
Providing lead cau lked joints to sa nd cast iron / centrifugally cast (spun)
iron pipes and fittings of dia me ter.
a) 100 mm
Prov idin'g and fixing M.S stays and clamps for san d cast Iron / centrifugally
cast (spun) iron pipes of d ia me ter:
a) 100 mm
Providing a nd fixing sand cas t iron trap of self cleansing design with sand
cast iron screwed down or hinged grating with or witho ut ven t arm
complete, including cost of cutti111! a nd m akinl!: 1?:ood the walls and floo rs.
a) 100mm inlet and 100 mm ou tlet san d cast iron S&S as oer IS:3989
Painting of cast iron/ centri fugally cast iron (spun) iron soil, was te, vent
pip es and fi ttings with paint of a ny colo ur such as chocola te, grey or buff
etc. over a coat of orimer (of aoorovcd oualitv) for new w ork.
a) 100 mm d iam ete r p ipe
Page 1 of 18
SI. No
Description
15 Providing and fixing square-mou th S.W. gully trap classSP-1 complete with
C.J. grating brick masonry chamber with water tight C.l. cover wi th frame
of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg
and frame to be not less than 2.70 ko as ner standard desi1m:
With common burnt clay·F.P.S. (non modular) bricks of class designation 7.5
16 Providi°ng, laying and jointing glazed stoneware pipes class SP-1 wi th stiff
mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand)
including testing of joints etc. comolete :
16.1 100 mm diameter
17 Providing and laying cement concrete 1:5:10 (1 ce111ent: 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) a ll-round S.W. pipes including
bed concrete as per standard design:
100 mm diameter S.W. pipe
18 Providing and fixing G.l. pipes complete with G.l. fittings and clamps, ijc
cutting and making good the walls etc.(External Work)
18.1 25 mm d ia. nommal bore
18.2 32 mm d ia. nominal bore
18.3 40 mm d ia. nominal bore
18.4 50.mm d ia. non1inal bore
18.5 65 nun dia. nominal bore
19 Painting G. I. pipes and fi ttings with synthetic enam el white paint with two
coats over a ready mixed priming coa t, both of approved quality for new
work
19.1 25 mm dia. nominal bore
19.2 32 mm d ia. nominal bore
19.3 40 mm dia. nominal bore
1°9.4 50 mri1 dia. nomii1al bo/e
19.5 65 mm dia. nominal bore
20 Providing and placing on terrace (at all floor levels) polyethylene water
storage tank, ISi : 12701 mclrked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
IPioes but without fittings and the base suooort for tank.
21 Providing and fixing white vitreous china pedestal type water closet
(European type) with seat and lid, 10 lih·e low level white vitreous china
flus hing cistern & C.P. flush bend with fittings & C l.brackets, 40 mm flush
bend, overflow arrangement with specials of standard make and mosquito
proof coupling of approved municipal design complete, including painting
of fittings and brackets, cutting and making good the walls and floors
wherever required: W.C. pan with ISi marked white solid plastic seat and
lid
22 Providing and fixing water closet squa tting pan (Indian type W.C. pan )
wi th 100 mm sand cast Iron P or S trap, 10 iih·e low level white P.V.C.
flushi ng cistern, including flush pipe, with manually controlled device
(handle lever)
confo1n1ing to IS : 7231, with all fittings and fixtures complete, including
cutting and making good the walls and floors wherever required: 17.1 .1
White Vitreous china Orissa pattern W.C. pan of size 580x440 nun with
intertral tvoe foot rests
White Vitieou·s china Orissa pa ttern W.C. pan of size 580x440mm with
integral type foot rests.
23 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32' mm C.P. brass waste of standard pattern, including painting of
fittings and brackets, cu tting and making good the walls wherever require:
17.7.1 White Vitreous China Wash basin size 630x450 mm with apair of 15
mm C.P. brass pillar taps
23.1 Track Inset wash basin.
24 Providing and fixing white vitreous china flat back or wa ll corner type
lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes
respectively with au tomatic flushing cistern with standard flush pipe and
C.P. brass spreaders with brass unions a nd G.l clamps complete, including
painting of fittings and brackets, cutting and making good the walls and
floors wherever required : One urinal basin wi th 5 litre white P.V.C.
automatic flushing cistern.
Page 2 of 18
Unit
Quantity Rate (Rs.)
Amount- (Rs.)
Each
5.00
1492.69
7463.45
Meter
20.00
196.22
3924.40
Meter
40.00
562.97
2251 8.80
Meter
Meter
Meter
Meter
Meter
10.00
40.00
80.00
80.00
220.00
244.44
267.00
317.44
379.53
498.04
244-1.40
10680.00
25395.20
30362.40
109568.80
Meter
Meter
Meter
Meter
Meter
10.00
40.00
80.00
80.00
220.00
8.31
9.88
11.26
13.44
16.58
83.10
395.20
900.80
1075.20
36-li'.60
25000.00
6.89
172250.00
Each
193.00
4545.37
877256.41
Each
40.00
3223.16
128926.40
Ead1
119.00
2214.59
263536.21
Each
104.00
3159.80
328619.20
per litre
SI. No
Description
25 Fixing water m eter and stop cock/Gate valve Gun Mete! in G.I. pipe line
including cutting and threading the pipe and making long screws etc.
complete. (IS! Mark)
25.1 20 mm nominal bore
25.2 25 11m1 nominal bore
25.3 32 mm nominal bore
25.4 40 mm nom inal bore
25.5 65 mm nominal bore
26 Providing a nd fixing G.l. pipes complete with G.I. fittings and clamps, i/c
cutting and making good the w aJJs e tc.( for inside toilet)
26.1 32 mm dia. nominal bore
26.2 40 mm dia. n om inal bore
27 Cu tting holes in RCC beam/ Slab by diamond cutting technique.(Nothing
extra payable for electrical a nd water supply required for the cutting
operations)
27.1 102mm dia Hole in 125nun thick slab
27.2 152mm dia Hole in 125mm thick slab
28 Providing and fixing PTMT soap Dish Holder having length of 138mm,
breadth 102mm, height of 75mm with concealed fitting arrangements,
weigh ing not less than 106 gms.
29 Providing and fixing brass bib cock of approved q ua lity 15 mm nominal
bore
30 Providing and fixing C.P. brass angle valve for basin mixer and geyser
!points of approved quality confo rminit to IS:8931 a) 15 mm nominal bore
15mm nominal bore
31 Providing and fix ing toilet paper holder C.P. Brass
Unit
Quantity
Rate (Rs.)
Amount- (R s.)
Each
Each
Each
Each
Each
50.00
40.00
90.00
12.0(
4.00
327.61
407.41
476.43
555.28
1223.36
16380.50
16296.40
42878.70
6663.36
4893.44
Meter
Meter
300.00
340.00
326.04
404.37
97812.00
137485.80
Each
Each
800.00
1200.00
142.50
190.00
114000.00
228000.00
Each
12.00
156.70
1880.40
Each
232.00
247.57
57436.24
Each
251.00
482.32
121062.32
Each
113.00
395.11
44647.43
Each
61.00
217.41
13262.01
Each
Each
12.00
12.00
461.18
68.45
5534.16
821.40
Each
104.00
148.25
15418.00
Sets
4.00
19142.50
76570.00
Each
2.00 161975.00
323950.00
32
Providing and fixing PTMT liquid soap container 109 nu11 wide, 125 mm
high and 112 mm distance from wall of s tandard shape with bracket ofthe
same materials with snap fittin gs of approved quality and colour, weighing
not less than 105 grns.
33 Providin g and fix ing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fittings arrangement of
approved qudlity and colour.450 111111 lon g towel rail with total length of 495
mm, 78 mm wide and effective heigh t of 88 mm, weighing not Jess than 170
lgms
34 Providing and fixing C.P. brass shower rose with 15 or 20 mm inle t.
35 Providin g and fixing PTMT urinal cock of approved quality and colour. 15
mm nominal bore, 80 mm long, 42 mm h igh and 30mm wide with BSP
female th reads weighing not less than 48 gms
36 P and F support grab bar to tal system for WC and Wash basen for
Handicapped toilets made of 32.mm dia Polymide nylon, with smooth, nonporous smface res istant to bacteria and dust, with round closed forms (no
sharp edges) and conclealed fas tings; complete in all respects construction
reinforced with aluminium and Zinc galvaulsed compon ents - MERINO
BESCO (GRAB-BAR) or Eouivalent.
MISC. WORKS
37 STEAM UNIT
Room Size : 10'0" x 7'
Supply and erectionof Electronic Steam Generator 16 Kw (Steam Wave
Make) complete in a ll respect upto the entire satisfaction of Engineer-in
Charge as per specification of below for commercial use.
1. Steam unit is made up of 12 KW heater
2. Auto Water level controller
3. Dry run protection
4. Safety valve
5. Temperature cut off system
6. Digital Temperature displaywith cut off system &One hour timer
Steam wave or Equivalent.
Page 3 of 18
SI. No
38
Description
Unit
SAUNA ROOM
Room Size-10'0"x7'0"x8'0"
Fabrications of sauna room complete in all respect upto the entire
satisfaction of Engineer-in-Charge as per specification of below for
commercial use.
1. Insulating the room with 2" thick glass wool padding.
2. Framing of the wall with 19mm board
3. Paneling of the wall is done by seasoned pine wood with 4112'' p lanks
which are held together with tongue and groove joints.
4. Flooring and benches is done by 2" plank.
5. All the walls, ceiling, flooring, bench es, neck res ts, will be made of pine
wood panels.
6. Door is made u p of pine wood with toughened glass size 4' x 10"
Steam wave o r Equivalent.
Cubic
Feet
SAUNA HEATER
Supply and erection of Electronic Sc1una H eater 12 Kw (Sauna Wave Make)
complete in all respect upto the entire satisfaction of Engineer-in Charge as
per specificrltion of below for commercial use.
1. Floor Mounted unit
2. 12 KW. Sauna unit is made u p of stainless steel
3. External box with Digital Temperature d isplay with cu t off system & One
hour timer
Steam wave o r Equivalen t.
Eah
SAUNA ACCESSORlES
Providing and fix ing of Sauna Accessories complete in all respect upto the
entire satisfaction o f Engineer-in-Charge as per sp ecification of below for
commercial use.
Sand Timer, Water Bucket, Ladle, Heater Guard, Cloth Hook, Headrest1
Light Cover made of pinewood, Thermometer & Hygrome ter.
S team wave or Equiva lent.
Set
BOILER
Supply and erection of Boiler with 750 Ltrs. capacities complete in all
respect upto the entire sa tisfaction of Engineer-in 01arge as per
specification of below for conu11ercial u se.
1. Inner !'Ind Outer body of Bo ilder Plant made up of S.S. 304 sheet with puff
insulation.
2. 18 Kw Heaters
3. Steam unit is made up of 18KW heater
4. Au to Water level controller
5. Dry run protection
6. Safety valve
7. Tempera ture cut off syste m
8. Pressure Pump 1 H P(SS Combiler)
Steam wave or Equivalent.
Each
Providing and fixing G.I. cha in link fabric fencing of required width in
m esh size 50x50 mm incl ud ing s trengthening with 2 mm d ia wire or nuts,
bolts and washers as required complete as per the direction of Engineerincharge.
Made of G. l. wire of dia. 4 mm, PVC coated to achieve outer
d ia not less than 5 mm in req uired colour and shade
Sqm
Quantity Rate (Rs.)
Amount· (Rs.)
1120.00
855.00
957600.00
2.00
78375.00
156750.00
2.00
31350.00
62700.00
2.00 339625.00
679250.00
2500.00
548.63
1371575.00
380.00
1200.00
256.50
281.58
97470.00
337896.00
Internal Plumbing Works ( General Stands
39
Providing and fixing Chlorinated Polyvinyl Chloride (CPV pipes, having
thermal stabili ty for ho t & cold water supply including all CPVC plain &
brass threaded fittings i/ c fixing the pipe with clamps a t 1.00 m spacing.
This includes jointing of pipes & fittings with one s tep CPVC solvent
cement and the cost of cutting chases and making good the same incl uding
testin g of joints complete as per direction of Engineer in Charge.
Concealed work including cu tting chases and making good the walls etc.
39.1 15 mm nominal o uter dia .Pipes.
39.2 20 mm nominal o uter dia .Pipes.
Page 4 of 18
Meter
Meter
Description
SI. No
39.2 25 mm nominal o uter dia .Pioes.
39.3 32 n1m nominal outer dia .Pioes.
40 Prov iding and fixing soil, waste and vent pipes.
100111111 dia Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
41 Providing.a nd fixing olairi' be11d of rea uired de!!ree
100mm dia Sand cast iron S&:5 as per JS:3989
42 Providing and fixing heel rest sanitary bend.
100mm dia Sand cas t iron S&S as oer IS:3989
43 Providing and. fixin'g single equal plain junction of required d egree with
acess door, insertion rubber washer 3mm thick, bolts and nu ts complete.
100x100x100mm dia Sand cast iron S&S as per IS:3989
44 Providing and fixing single eq ual plain junction of req uired degree.
100x100x100mm dia Sand cast iron S&S as oer IS:3989
45 Providing and fix ing terminal guard.
100mm dia Sand cast iron S&S as oer 15:3989
46 Providing and fixing coll er
100mm dia Sand cast iron S&S as oer 15:3989
47 Providing lead caulked joints to sand cast iron / centrifuga lly cast (spun)
iron pipes and fittin gs of diameter.
a) 100 mm
b)75 mm
48 Prov iding and fixing M.S stays and clamps for sand cast Iron / centrifugally
cast (spun) iro n pipes of diameter:
a) 100 mm
49 Providing and fixing sand cast iron trap of self cleansing design with sand
cast iron screwed down or h inged grating wi th or with ou t vent arm
complete, including cost of cutting and making good th e walls and floors.
a) l OOmm inlet and 100 mm outlet sand cast iron S&S as per 15:3989
50 Pa inting sand ca st iron/centrifu gally cast iron (spun) iron soil, waste, vent
pipes and fittings with paint of any colour s uch as chocolate, grey or buff
etc. over a coat of primer (of approved aualitv) for new work.
a) 100 mm diameter pipe
51 Providing and fixin g square-mouU1 S. W. gully trap class SP-1 complete with
C.J. grating brick masonry chamber wiU1 water tight C.I. cover with frame
of 300 x300 m m size (inside) the weight of cover to be not less than 4.50 kg
and frame to be not less than 2.70 kg as per standard design:
With common burnt clay F.P.S. (non modular) bricks of class designation
52 Providing, laying and jointing glazed stoneware pipes class SP-1 wilh stiff
mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand)
including testing of joi n ts etc. complete:
52.1 100 mm diameter
53 Providing and laying. cem ent concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded sto ne aggrega te 40 mm nom inal size) all-round S.W. pipes including
bed concre te as oer standard desi1m:
100 mm diameter S.W. pipe
54 Providing and fixing G.l. pipes complete with G.I. fittjngs and clamps, i/ c
cu ttini> and m akinP- o-ood the walls etc.fEx tem al Work)
54.1 25 mm d ia. nominal bore
54.2 32 mm dia. nominal bore
54.3 40 mm <lia . nomina l bore
54.4 50 mm dia. nominal bore
54.5 65 mm .dia. nominal bore
·s5 Painting G.J. pipes and fittings with syn thetic enamel white paint with two
coats over a ready mixed priming coa t, both of approved quality for new
work
55.1 25 mm dia. nominal bore
55.2 32 mm dia. nominal bore
55.3 40 mm dia. nominal bore
55.4 50 mm dia. nom inal bore
55.5 65 mm dia . nominal bore
Page 5 of 18
Unit
Me'ter
Meter
Quantity Rate (Rs.) Amount- (Rs.)
333740.00
1000.00
333.74
104332.80
401.28
260.00
Metre
2100.00
871.86
1830906.00
Each
400.00
318.96
127584.00
Each
20.00
352.78'
7055.60
Each
400.00
592.61
237044.00
Each
90.00
547.39 .
49265.10
Each
20.00
412.78
8255.60
Each
300.00
302.43
90729.00
Each
Each
280.00
120.00
231.56
195.04
64836.80
2340-1.80
Each
20.00
65.17
1303.40
Each
60.00
933.42
56005.20
Meter
500.00
36.72
18360.00
Each
20.00
1492.69
29853.80
Meter
80.00
196.22
15697.60
Meter
80.00
562.97
45037.60
Meter
Meter
Meter
Meter
Meter
60.00
250.00
340.00
340.00
750.00
244.44
267.00
317.44
379.53
498.04
14666.40
66750.00
107929.60
129040.20
373530.00
Meter
Meter
Meter
Meter
Meter
60.00
250.00
340.00
340.00
750.00
8.31
9.88
11.26
13.-!4
16.58
498.60
2470.00
3828.40
4569.60
12435.00
SI. No
Description
Unit
56 Providing and fixing PTMT liquid soap container 109 mm wide, high and
112 nm1 distance from wall of standard shape with bracket of 125 mm the
same materials with snap fittings of approved quality and colour, weighing
Me ter
not less than 105 gms.
57 Providing and fixing PTMT bib cock of approved quality and colour.
57.1 15mm nominal bore, 86 mm long, weighing not less than 88gms
Meter
58 Providing and fixing PTMT push cock of approved quality and colour.
58.1 15 mm nominal bore, 98 mm long, weighing not less than 75gms
Meter
Quantity Rate (Rs.)
..
Amount· (Rs.)
40.00
217.41
8696.40
120.00
148.25
17790.00
120.00
144.92
17390.40
Meter
1600.00
197.89
316624.00
Me ter
200.00
268.85
53770.00
Cum
360.00
147.82
5321 5.20
Cum
144.00
43.94
6327.36
Cum
108.00
106.78
11532.24
Sqm
1800.00
193.09
347562.00
Sqm
2250.00
164.16
369360.00
Sqm
1350.00
17.86
24111.00
Metre
Me tre
Metre
Metre
650.0C
550.00
650.00
550.00
445.17
481.03
670.61
887.40
289360.50
264566.50
435896.50
488070.00
Each
12.00
8081.65
96979.80
External Sewerage Works
59
59.1
60
60.1
61
62
63
64
64.1
65
65.1
66
66.1
67
(a)
(b)
(c)
(d)
68
(a)
69
Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms, depth
upto 1.5 m including getting out the excavated soil, and then returning the
soil as required, in layers not exceeding 20 cm in depth, including
consolidating eacl1 deposited layer by ramming, watering, etc. and
disoosinl! of surolus excavated soil as directed wiU1in a lead of 50 m:
All Kind of Soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
Extra for excavating trenches fo r pipes, cables e tc. in all kinds of soil for
depth exceeding 1.5 111, but not exceeding 3 m. (Rate is over corresponding
basic item for depth upto 1.5 metre).
Pipes, cables etc. exceeding 80 mm d ia. but not exceeding 300 mm dia.
Earth work in excavation by mechanical means (Hydraulic excavator) I
manual means over areas (exceeding 30cm in depth. 1.5m in width as well
as 10 sqm on plan) including disposal of excavated earth, lead upto 50m
and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
All Kind of Soil
Extra for every additional lift of 1.5 m or part thereof in excavation
/banking excavated or stacked materials.
All Kind of Soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming c1nd watering, lead up to 50 m and lift
upto 1.5 m.
12 mm cement plaster finished with c1 floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand)
15 mm cement plaster on tl1e rough side of single or half brick wall of mix.
i:4 (1 cement: 4 fine sand)
Extra for plastering on circular work not exceedi ng 6 m in rad ius:
In one coat
Providing & Lay ing non-pressure NP2 class(light duty) RCC pipes single
socket with rubber ring instead of collars jointed with stiff mixture of
cement mortar in U1e proportion of 1 : 2 ( 1 cemen t : 2 fine sand ) including
testing of ioints etc. complete
250 mm diameter
300 mm diameter
450 mm diameter
500 mm diameter
Constructing brick masonry manhole witl1 bricks in cement mortar 1:4 (1
cement : 4 coarse sand), R.C.C. top slab with 1 : 2 : 4 mix (lcement : 2 coarse
sand: 4 graded stone aggrega te 20 mm nominal size), foundation concrete 1
: 4 : 8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm
nominal size), inside plasteri ng 12 mm thick with cement mortar 1 : 3 (1
cement : 3 coarse sand) finished wi th floating coat of neat cement and
ma.king channels in cement concrete 1 : 2 : 4 (lcement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) finished with a floating coat of
nea t cement comolete as oer standa rd desi,m :
Inside size 90 x 80cm and 45 cm deep including C.l. Cover with frame(light
duty) 455x610 mm internal dimensions total weight of cover and frame to
be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg)
With F.P.S. bricks with class designation 75
Extra for depth for manholes
Size 90 X 80 cm
Page6of18
SI. No
Description
With F.P.S. bricks Class designation 75
70 Constructing brick masonry circular type manhole 0.91m internal dia at
bottom and 0.56m dia at top in cement motar 1:4 (1 cement :4 coarse sand),
in side cement plas ter 12 nun tl1ick witl1 cement motar 1:3 (1 cement : 3
coarse sand) finished with a floating coat of neat cement, foundation
concrete 1:3:6 mix (1 cement :3 coarse sand sand :6 graded stone aggrega te
40mm nominal size), and making necessary channel in cement concrete
1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal
size) finished with a floating coa t of neat cement all complete as per
standard design:
0.91 m deep with S.F.R.C cover and fra me (heavy duty, EHD-35 grade
designation) 560 nun internal diameter comforming to 1.5 12592, total
weight of cover and frame to be not less than specified in IS code., fixed in
cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20
mm nominal sixe) inducing centering shuttering all complete. (Excavation,
foot rests and 12mm tl1ick cement plaster at the external surface shall be
loaid for separa tely):
With F.P.S. bricks Class designation 75
71
Extra for depth for circular type manhole 0.91m internal dia (at bottom
with beyond 0.91m to 1.67m
With F.P.S. bricks Class designation 75
72 Constructing brick masonry circular type manhole 1.22m internal dia at
bottom and 0.56m dia a t top in cement motar 1:4 (1 cemen t :4 coarse sand),
in side cement plaster 12 mm thick with cement motar 1:3 (1 cement : 3
coarse sand) finished with a floati ng coat of nea t cement, foundation
concrete 1:3:6 mix (1 cement :3 coarse sand sand :6 graded stone aggregate
40mm nominal size), and making necessary channel in cement concrete
1:2:4 ( lcemen t : 2 coarse sand : 4 graded stone aggregate 20mm nominal
size) finished with a floating coat of neat cement all complete as per
standard desi1m:
1.68 111 deep witl1 S.F.R.C cover and frame (heavy duty, EHD-35 grade
designa tion) 560 mm internal diameter comforming to 1.5 12592, total
weight of cover a nd frame to be not less than specified in IS codes, fixed in
cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20
mm nominal sixe) inducing centering shuttering all complete. ( Excavation ,
foot rests and 12mm thick cement plasler at the external surface shall be
IPaid for separately):
Witl1 F.P.S. bricks Class designa tion 75
73 Extra for dep th fo r circular type manhole 1.22m internal dia (at bottom with
bevond l.68111 to 2.29111
Unit
Metre
Quantity Rate (Rs.) Amount- (Rs.)
4.00
5356.29
21425.16
Each
50.00
10733.15
536657.50
Metre
12.00
4600.47
55205.64
Each
40.00
16950.80
678032.00
Metre
10.00
5957.17
59571.70
External Water Supply System(Domestic & Irrigation)
74
75
Constructing masonry Chamber 60x60x75 CD1, inside with 75 class
designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for
fire hydrants, with C l. surface box 350x350 mm. top and 165 nun deep (
inside) with chained lid an d RCC top slab 1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation
foundation concrete 1:5:10 (1 cemenl : 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 neal
cement complete as per standard design :
With F. P.S. bricks
Constructing masonary chamber 90 cm X 90 cm X 100 cm inside with 75
class designation brick work in cement mortar 1: 4 ( 1 cement : 4 coarse sand
) for sluice valve wi th C. I. Surface Box lOOmm top diameter, 160mm botlom
d iameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4
mix(1 cement:2 coarse saml:4 graded stone aggregate 20mm nominal size)
necessary excavation, founda tion concrete 1:5:10 (1 cement :5 fine sand:10
graded stone aggregate 40mm nominal size) and inside plastering with
cement mortar 1:3(1 cement :3 coarse sand) 12mm thick finished with a
floating coat of neat cement complete as per standard design.
Each
10.00
6110.12
61101.20
Witl1F.P.S. bricks
Each
12.00
11088.73
133064.76
Page 7 of 18
t,J nit
Description
SI. No
Providing
and
fixing
MDPE
blue
pipe'
to
1
50
4427
PE
80
grade,
electro
76
fusion welded, having thermal stability for hot & cold water supply
including all electro-fusuion fittings viz. elbow, tee, reducing tee, MT A,
FTA, reducers i/ c trenching, refilling & testing of joints complete as per
direction of Engineer in Charge.
External work
Meter
DN25, PN12.5
Meter
DN32, PN12.5
Meter
DN40, PN12.5
Meter
DN63; PN6
Meter
DN90, PN6
Meter
DN110, PN6
Meter
DN160, PN6
77 Providing and fixing gun metal ball valve with CP lever arm handle of
aooroved quality (screwed end) :
Each
20mm nominal bore
25mm nominal bore
Each
Each
32mm nominal bore
Each
40mm nomina l bore
Each
50mm nominal bore
Each
80mm nominal bore
78 Constructing masonry Chamber 60x60x75 cm, inside with 75 class
designation brick w ork in cement mortar 1:4 (1 cement : 4 coarse sand) for
fire hydrants, with C.J. surface box 350x350 mm. top and 165 mm deep (
inside) wi th chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation
founda tion concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate
40 mm nominal size) and inside plastering w ith cement mortar 1:3 (1
cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat
cement comolete as oer standard desi,m:
Each
With F.P.S. bricks
79 Constructing masonary chamber 90 cm X 90 cm X 100 cm inside with 75
class designation brick work in cement mortar 1: 4 ( 1 cement : 4 coarse sand
) for sluice valve with C. I. Surface Box 100mm top diameter, 160mm bottom
diameter and 180mm 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 40mm nominal size) and inside plastering with
cement morta r 1:3(1 cement :3 coarse sand) 12mm thick finished with a
floati ng coat of neat cement complete as per standard design.
Ead1
With F.P.S. bricks
80 Constructing masonry Chamber 30x30x50 cm, inside with 75 class
designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for
Garden hydrant valve, wi th C. I. surface box 100x100 x75 nun (inside) with
hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation
foundation concre te 1:5:10 ( 1 cement : 5 fine sand:10 graded stone
aggregate 40mm nominal size) and inside plastering with cement mortar 1:3
(1 cement : 3 coarse sand) 12nun thick finished with a floating coat of neat
cement complete as per standard design:
Each
With F.P.S. bricks
81 Providing and fixing G.I. pipes complete with G. l. fittings including,
trend1ing and refilling etc.
external works
metre
a. 25mm dia nominal bore
82 Painting G.l. pipes and fittings with two coats of anti-corrosive bitumastic
!paint of approved quality:
metre
a. 2511101 nominc1l bore
Providing
and
filling
sand
of
grading
zone
V
or
coarser
grade
all-round
the
83
G.I. pipes in external work.
metre
a. 25mm nominal bore
Page 8 of 18
Quantity Rate (Rs.)
Amount· (Rs.)
200.00
100.00
110.00
700.00
200.00
800.00
120.00
95.00
142.50
213.75
332.50
427.50'
570.00
950.00
19000.00
14250.00
23512.50
232750.00
85500.00
456000.00
114000.00
1.00
3.00
3.00
23.00
5.00
5.00
536.75
668.80
1111.50
1680.55
7090]0
9952.20
536.75
2006.40
333-1.50
38652.65
35454.00
49761.00
8.00
6110.12
48880.96
10.00
11088.73
110887.30
31.00
1099.86
34095.66
62.00
244.44
15155.28
62.00
8.31
515.22
62.00
65.60
4067.20
Description
SI. No
84 Providing and fixing MDPE blue pipe to ISO 4427 r ·E 80 grade, electro
fusion welded, having thermal stability for hot & cold water supply
including all electro-fusuion fittings viz. elbow, tee, reducing tee, MTA,
FTA, red ucers i/c trenching, refilling & testing of joints complete as per
direction of Engineer in Charge.
External work
DN25, PN12.5
DN32, PN12.5
DN40, P N12.5
DN63, PN6
o ·N90,PN6
DN110, PN6
DN160, PN6
85 Providing and fixing gun metal ball valve with CP lever arm handle of
aooroved qualitv (screwed end) :
20mm nominal bore
25mm nominal bore
32mm nominal bore
40mm nominal bore
50mm nomfoal bore
Bbmm nominal bore
86 Supply & installation of Pop-ups gear driven Rotors Sprinkler d ischarge
50.7 to 122.3 lpm, radius 17.1 mtr to 21.6 m tr adjustable arc with check valve
88
89
90
91
92
92.1
92.2
92.3
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
Quantity Rate (Rs.)
Amount- (Rs.)
600.00
300.00
110.00
700.00
800.00
400.00
20.00
95.00
142.50
213.75
332.50
421.50
570.00
950.00
57000.00
42750.00
23512.50
232750.00
342000.00
228000.00
19000.00
Each
Each
Each
Each
Each
Each
Each
1.00
3.00
3.00
10.00
5.00
5.00
20.00
536.75
668.80
1111.50
1680.55
7090.80
9952.20
536.75
2006.40
333-1.50
16805.50
3545-1:00
49761.00
1900.00
38000.00
Supply & installation of Pop-ups gear driven Rotors Sprinkler discharge 7.7 Each
lo 15.5 lpm, radius 10 mtr to 12.2 mtr adjustable arc with check valve
Supply & installation of Pop-ups gear drive n Rotors Sprinkler discharge Each
10.9 to 24.5 lom radius 4.5 mtr to 11.2 mtr adiustable arc with check valve
Supply & installation of SRS Spray Pop-ups discharge 4.81 lpm, radius 2.4 Each
mh· adjustable arc (25 to 360 degree) w ith SRS body
Supply & installation of PS Spray Pop-ups d ischarge 7.8 lpm, radius 5.2 mtr Each
adjus table arc (0 to 360 degree) color code - Black
Supply & ins tallation of PS Spray Pop-ups d ischarge 12 !pm, radius 5.8 mtr Each
adjustable a rc (0 to 360 degree) color code- White
Supply & installation of 14mm d ia nozzle size large radius gun sprinkler Each
d ischarge 280.8lpm, radi us 36.8 mtr adjustable arc, trajectory 2-l degree
color code- Whi te
111 X 30 cm standard Swin11 join t
Each
3/ 411 X 30 cm standard Swing joint
Ead1
1/211 X 30 cm standard Swing joint
Each
Supply & ins tallation of Jain clean master 80 Cum. / hr 411 Duplex with
Each
M.MF(Filter)
Supply & ins tallation of 40 Cum. I hr YF 4 11 (Screen filter)
Each
Supply & installation of Quick pressure re lief valve 2"
Each
Supply and ins tallation of Butterny Valve 2' com plete with nut and
Ead1
bolts(PNl.0).
Supply and installation of C. I gate valve 4 11 non R. Soindle(IS:780).
Each
Each
Supply and installation of C.I non return Valve 5".
Supply and installtion of PVC double air release va lve 211
Each
Suooly and installation of Quick coup ling valve 3/ 4 11
Each
Supply of Quick coupling valve key 3/ 4 11
Each
Supply and installation of pump of 20 HP having discharge 11 .0 lps at 70 Each
head 2 Nos.(both working)
Supply and installation of Panel with star delta starter, MCB, Voltmeter, Each
Ammeter, Single phase preventer, pressure switch etc. Cabliniz etc.
Supply and ins tallation of Suction, d elivery & header pipe GI unit complete Each
includ ing joining two pumps.
Supply and installation of Non return valve 3" (Gun metal).
Each
Each
Supply and installation of Air release valve 211
Each
Supply and installation of Water level controller
Supply and installation of Irrigation Controller
Each
·s upply and installation of 1.5 11 , PVC Solenoid valve
Each
Each
Suooly and Installation of Valve Boxes Plastic Green Color Too Cover.
30.00
950.00
28500.00
950.00
38000.00
475.00
23750.00
475.00
14250.00
475.00
47500.00
50.00
30.00
100.00
4275.00
760.00
570.00
475.00
106875.00
38000.00
17100.00
47500.00
2.00
2.00
2.00
47500.00
19000.00
9500.00
95000.00
38000.00
19000.00
6.00
6.00
2.00
2.00
30.00
2.00
2.00
4750.00
4750.00
3800.00
1425.00
617.50
237.50
28500.00
28500.00
7600.00
2850.00
18525.00
475.00
71250.00
142500.00
57000.00
57000.00
9500.00
7600.00
1425.00
7125.00
47500.00
4750.00
4750.00
9500.00
15200.00
2850.00
7125.00
47500.00
118750.00
118750.00
0
87
T,.lnit
Page 9 of 18
Meter
Meter
Meter
Meter
Meter
Meter
Meter
40.00
50.00
30.00
100.00
25.00
1.00
1.00
2.00
2.00
1.00
1.00
25.00
25.00
Unit
Description
SI. No
Me
ter
Supply
and
installation
of
White
Direct
Burial
Wire
(I
m
ported)
111
Meter
112 Supp ly and installa tion of Red Direct Buria l Wire (Imported)
113 su ppiy and installation of Misc. Items i.e. DBY, DBR, Warning Tape etc. LS
Required to a utomate the irrigation system.
Quan t ity Rate (Rs.) Amoun t- (Rs.)
114000.00
19.00
6000.00
152000.00
19.00
8000.00
1.00
14250.00
14250.00
Storm Water Drains
mechanical means (hydraulic
work in excavation
by
Ear th
excavator)/manu al means over areas (exceeding 30cm in depth. 1.5m in
w id th as well as 10 sqm on plan) includ ing d isposal of excavated earth, lead
u pto SOm and lift up to 1.Sm ; disposed earth to be levelled and n eatly
dressed .
115 Excavating trench es of requu·ed wid th for p ipes, cables, etc including
excavation for sockets, and d ressin g of sides, ramming of bottoms, depth
up to 1.5 m includin g getting out the excavated soil, and then returnin g the
soil as required , in layers not exceeding 20 cm in depth, inclu ding
consolidating each deposited layer by rammin g, watering, e tc. and
disposing of s ur plus excavated soil as directed, within a lead of SO m :
All Kind of Soil
115.1 Pipes, cables etc. exceeding 80 mm d ia. bu t no t exceeding 300 1mn dia.
116 Filling available excavated earth (excluding rock) in h·en ches, plinth, sides
of foundations e tc. in layers not exceeding 20cm in dep U,, consolida ting
each deposited layer by ram m ing and watering, lead up to 50 m and lift
u pto 1.5 m .
117 12 mm cemen t p las ter finished with a floatin2 coat of n eat cement of mix:
1 :4 (1 cement: 4 fi ne san d)
118 15 mm cement plaster on the rough sid e of single or ha lf brick wall of mix:
118.1 1 :4 (1 cement: 4 fine sa nd)
119 Extra for plastering on circula r work not exceed ing 6 m in rauius:
119.1 !n one coa t
120 Providing & Lay ing n on-pressure NP2 class(light duty) RCC pip es s ingle
socket with rubber ring instead of collars jointed with s tiff mixture of
cement morta r in the proportion of 1 : 2 ( 1 cement : 2 fin e sand ) including
testing of join ts etc. com p lete
(a) 600 mm d iameter
121 Con structing brick masonry circular typ e m anhole 1.22m in ternal d ia at
bottom and 0.56m dia at top ln cemen t motar 1:4 (1 cement :4 coarse sand),
in side cemen t plaster 12 mm thick with cemen t motar 1:3 (1 cement : 3
coarse sand) finish ed wi U, a floa ting coat of nea t cement, fo undation
concrete 1:3:6 mix (1 cemen t :3 coar se sand sand :6 graded stone aggregate
40m m nom inal size), and making necessary channel in cement concrete
1:2:4 ( l cement : 2 coa rse san d : 4 graded ston e aggrega te 20mm nominal
size) finished w ith a fl oating coat o f neat cement all comple te as per
s tandard design:
1.68 m d eep wfrh S.F.R.C cover and frame (heavy duty, EHD-35 grade
d esignation) 560 m m internal d ia me ter comforming to I.S 12592, total
weight of cover and fra me to be not less than specified in IS codes, fixed in
cem en t concrete 1:2:4 (1 cement :2 coarse san d :4 graded stone aggregate 20
mm nominal sixe) ind ucin g centering shuttering all complete. ( Excavation ,
foo t rests and 12mm thick cemen t p las ter at the ex ternal surface shall be
I paid for sepa rately):
Wi th F.P.S. b ricks C lass designation 75
122 Ex h·a for dep th for circular type ma nhole 1.22m internal dia (at bo ttom w ith
bevond l.68m to 2.29m
123 Providing and laying in position cem ent concrete o f specified grade
exclud in l! the cost o f centerin2 and sh utte rilw - all work upto p linth leve l.
123.1 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggrega te 20 mm nom ina l size)
for filling haunches and copp ing.
123.2 1 :4:8 (1 cement:4 coarse sand: 8 graded s tone aggrega te 40 mm nom inal size)
for bed concrete.
124 Brick work with bricks of class designation 75 in fo undation and p linth in :
cem ent mortar 1:4( lcement:4 coarse sand).
125 12nun cem ent p laster of mix 1:4(1 cement:4 coarse sand).
114
Page 10 of 18
Cum.
600.00
83.60
50160.00
Meter
300.00
197.89
59367.00
Cum
200.00
57.00
11400.00
Sqm
100.00
193.09
19309.00
Sqm
125.00
164.16
20520.00
Sqm
75.00
17.86
1339.50
Metre
300.00
1310.48
393144.00
Each
6.00
16950.80
101704.80
Metre
2.00
5957.17
11914.34
Cum.
67.00
5192.99
347930.33
Cum.
120.00
4086.09
490330.80
Cum.
Sqm.
140.00
800.00
4515.78
163.69
632209.20
130952.00
SI. No
Descripti on
l)nit
126 Centring and shu ttering including strutting, propping e tc. and removal of
form work for edges of slabs and breaks in floo r and walls under 20cm
wide.
Meter
Quantity Rate (Rs.)
Amount- (Rs.)
1200.00
110.58
132696.00
320.00
386.75
123760.00
160.00
834.67
133547.20
160.00
779.76
124761 .60
70.00
478.94
33525.80
30.00
865.12
25953.60
cum
30.00
809.97
24299.10
Sqm
115.00
938.46
107922.90
each
8.00
252.50
2020.48
each
8.00
1435.97
11487.76
Set
1.00 380000.00
380000.00
Rain Water Harvesting
127
Boring/ drilling bore well of required dia for casing/ strainer pipe, by
suitable method prescribed in IS: 2800 (part I), including collecting samples
from different stra ta, preparing and submi tting strata chart/bore log,
including h ire & running charges of all equipments, tools, plants &
machineries req uired for the job, all complete as per direction of Engineer
- in-charge, upto 90 metre depth below ground level.
300mm dia.
Meter
128 Supplying, assembling, lowering and fixing in vertical position in bore well,
unplasticized PVC medium well casing (CM) pipe of required dia,
conforming to IS: 12818, including required hire and labou r charges, fi ttings
& accessories e tc. all complete, for all dep ths, as per direction of Engineer
-in-charge.
a) 200 mm nominal size dia.
Meter
129 Supplying, assembling, lowering and fixing in vertical position in bore well
unplasticized PVC medium well screen (RMS) pipes with ribs, conforming
to IS: 12818, including hire & labou r charges, fittings & accessories etc. all
complete, for all depths, as per direction of Engineer-in-charge.
a)
130
131
200 mm nominal size dia.
Meter
Supplying, filling, spreading & leveling stone boulders of size range 5 cm
to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all
complete ns per d irection of Engineer-in-charge.
cum
Supplying, filling, spreading & leveling gravels of size rnnge 5 mm to 10
mm, in the recharge pit, over the existing layer of boulders, in required
U1ickness, for all leads & Lifts, all complete as per direction of Engineer-incharge.
cum
132 Supplying, filling, spreading & leveling coarse sa nd of size ran ge 1.5 mm to
2 mm in recharge pit, in required thickness over gravel layer, for all leads &
lifts, a ll complete as per direction of Engineer -in-charge.
133 Gravel packing in tubewell construction in accordance with IS: 4097,
including providing gravel fine/ medium/ coarse, in required grading &
sizes as per actual requirement, all complete as per direction of Engineer-incharge.
134
(a)
135
(a)
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom
of pipe assembly of tubewell as per IS:2800 (part !).
200mm dia
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of
required shape and approved quality 19.19.1 L D- 2.5
Circular shape 560 mm internal diameter
Pumps & Water Treatment
136
Raw Water Pu mQ
Providing and fixing vertical, in.line multistage centrifugal pW11ping set
wi th stainless steel S S-304 stage casing and SS-304 impellers with
stainless steel SS-316L shaft as per !EC standards and GJL250 cast iron
suction & discharge casing, connected to TEFC venti lated induction motor
of 2 pole, 2900 RPM, suitable for 400/440 Volts, 3 phase, 50 Hz AC. supply
wiU1 pressure gauge and wi th gunmetal isola tion cocks, vibration
elimination pads etc. complete with base and frame, nu ts and bolts and
necessary RCC foundations as per requirement as per insh·uctions and
IPW11P shall have following duty:
No. of Pumps: 3 (2 Working+ 1 Stand b_y)
Capacity
: app.400 lpm
Head
: 25m
137 Domesti c Water Tran sfer Pum2
Providing, fixing and testing of domestic water transfer pumps as follows:-
Page 11 of 18
SI. No
Description
a) Horizontal, inline multistage centrifugal pumping set with stainless steel SS
304 stage casing and SS-304 impellers with stainless steel SS-316L shaft as
per IEC s tandards and GJ L250 cast iron suction & discharge casing,
connected to TEFC ventilated induction motor of 2 pole, 2900rpm, suitable
for 400/440 Volts, 3 phase, 50 Hz A.C. s upply No. of Pumps: 3 (2 Working
+1 Standbv)
b)
Control Panel with programmable logic controller (PLC) for cyclic operation
of pumps. Pump working sequence should change after every
operation.Contractor overload relays and MCBs should confirm to !EC 898 1995/ specifications. Blinking indica tions for pumps start, trip, low level
trip, health supply should be provided in the panel along with the ammeter
& voltmeter. Control panel should also co nsist of cooling fan and variable
frequency drive and pressure vessal of 100 litres of FRP.
d) Liquid level controller comrising of level contrller, probes at high level of
OH tank to cut-off m otorised valve, one probes at mid level of OH tank to
cut-in motorised valve including cost of motorised valve.
e) Ball valves to be used sh ould be Hot Pressed brass OT-58 with s tainless
steel ball and P.T.F.E sea l and 0-Ring. NRVs to be used should be with
Sorirn!s and 0-Ring arrangement.
f)
Complete set system to be mounted on a common base frame and
shall fo llow following duty.
Capacity
: app. 400 !pm
H ead
: app. 50 m
138 Pressure Filter (Domestic Water}
Unit
Quantity
Rate (Rs.)
Amount- (Rs.)
Set
1.00 475000.00
475000.00
Each
1.00 332500.00
332500.00
Each
1.00 332500.00
332500.00
Each
1.00 427500.00
427500.00
Providing and fixing vertical pressure filter with dual media filter
(comprising of 600111111 bed depth of graded sand gravel and 600mm bed
dep th of Anthracite/ Activated Carbon Filter) fabricated from high
p erformance M.S plate of minimum 8mm thick for shell & 10mm thick for
dished ends with top and bottom flanged openings including top and
bo ttom hub and lateral distribution and collection system complete with
initial charge of filter media, face piping, valves, accessories, painting,
testing and commissioning comolete.(Tested to 6 Kg/m 2)
•
139
Filtration Rate
Su1rn:ested dia aoo.
Water Softener
op
2
: 15000 lit./ m /h
: 2.00 m
•
Providing and fixing ' Cation' ION exchange water softener fabricated from
minimum 8nun thick M.S. plate on shell and 10mm thick M.S. plate on
dished ends complete with initial charge of filter media and ION exchange
resins, face piping accessories, piping testing and commissioning complete
with resins of approved quality and make and brine tank of required
capacity. (Bidder must indicate type and quantity of resin used and
t1uantitv of salt required per regen eration).
Minimum expected rate of flo w: 48000 Jph
Total soft water to be produ'c ed be tween two regeneration: app. 400 Cu.m
Exoected raw water hardness: aoo. 700-800 oom
Exoected treated water hardness: less than 50 oom
Max. working pressure : 4 Kg/en?
140 IRON REMOVAL FILTER
Providing and fixing iro n removal filter fabricated from minimum 8mm
thick M.S. plate on s hell and 10mm thick M.S. plate on dished ends
complete with initial charge of filter media and ION exchange resins, face
piping accessories, piping testing and commissioning complete with resins
of approved quality and make and brine tank of required capacity. (Bidder
must indicate type and quantity of resin used and quantity of salt required
oer regeneration).
Minimum exoected rate of flow: 48000 loh
Total soft water to be produced between two regeneration: app. 400 Cu.m
Exoected raw water iron: a nn. 0.3-0.5 onm
Expected trea ted water 'iron: less than .01 ppm
Max. working pressure : 4 Kg/ cm2
Page 12 of 18
Description
SI. No
141 Providing and fixing M.S salt saturater, internally rubber lined as per
requirement and ex ternally painted w ith suitable anti-corrosive paint, with
all required accessories for ho lding and supplying salt for softener complete
in all respects, with electrically operated stirrer and of capacity 1000 lih·es.
Unit
Each
142
a)
b)
c)
ct)
e)
f)
g)
h)
i)
i)
k)
1)
143
i)
ii)
iii)
(A)
i)
(8)
144
a)
b)
c)
Providing motor control centres fabricated from 16 gauges M.S. sheet with
powder coated finish. The conh·ol panels shou ld be comparable with H.P. of
the motor as specified.
For domestic water transfer pumps, raw water pump, auto chemical doser
sump pump e tc. in plant room.
One incominl! main isolation 315 A TPN MCCB.
Fully taped aluminum bus bar 400 A TPN in a separate bus bar chamber.
Isolation switch units witl1 MCCB of required ratinl!, for each unit.
Fully automatic DOL s tarter with push button and ON/OFF indicating
lights for each unit, for follow ing reouirements:
i) Raw water pumo 3 Nos. of 5 HP each (2 working +1 standby)
ii) Domestic water transfer p umps 3 Nos. of 10 HP eacl1 (1 working + 1
standby) (Only cormections to Built up Panel)
vi) Auto che mical doser of 2 nos of 1 HP caoacitv 11 workin2 + 1 stand by)
ii) Sump pumps 2 Nos. of 2 HP each (1 working + 1 standby) (Only
connections to Built up Panel)
Rotary switches for Auto/Manua l ON/OFF operations for each unit.
Rotary dutv selector switcl1es.
Panel type voltmeter 150111111 with rotary selector switch for reading voltage
between phases.
Panel type ammeter 100mm square. One for each motors with appropriate
range.
Neon phases indicatin2 lil!hts on the incoming mains.
Single phase preventor for each motor.
CT Operated Relay
All internal wiring colo ur coded from incoming mains to various
switchgear, s tarter, meter, indica ting lamp and bus bar. All the cable entry
to the panel shall be from the top.
(All for above from ite m (a) to (1) complete set). (The shop drawing to be
Set
prepared and approved before fabrication)
Providing and fixing mo tor pump controller cum water level indicating
panel in powder contcd sheet meta l box in 16 gauges M.S including the
following:
Elech·onic water level controller working on magnetic type sensing probes
with necessary length of armored cable up to control panel.
Electronic minimum 4-level indicator with magnetic type sensing probes
and necessarv length of armored cable upto control oanel.
Arrangement of alternate switching mechanism for operational and standby
pumps.
For Water level ind icators with followi n11 details:
Undereround tanks
Minimum 4 level Multi level indicators with magnetic type sensor probes
Each
complete.
For water level conh·ollers wi th elech·onic sensing probe complete ill all
resnect for fo llowin11 functions.
i) Raw Water Pumps
To cut off at low level in raw water U.G tanks. And cu t off at high level in
Set
U.G Domestic a nd soft wa ter tank.
Providing and fixing G.l. pipes (l.S. 1239 heavy duty class) complete with all
necessary G.I. Fittings including all necessary fittings like bends, elbows,
tees etc., either welded or screwed or flanged joints as per requirements,
includ ing all anchor blocks, anchor fasteners, couplings in all respects
including enamel painting of required shade, cu tting holes a nd chases in
RCC wall and making good complete (The cost of flanges will be paid
separatelv).
Metre
15mm dia
Metre
20mm dia
Metre
25mm dia
Page 13 of 18
Quantity Rate (Rs.)
2.00
71250.00
Amount- (Rs.)
142500.00
1.00 237500.00
237500.00
1.00
14250.00
14250.00
1.00
14250.00
14250.00
4.00
4.00
20.00
176.94
199.45
244.44
707.76
797.80
4888.80
SL No
Description
d
32mm dia
e) 40mmdia
f)
50mm dia
g) 65mm dia
h
80mm dia
145 Providing and fi xing galvanised steel flanges screwed or welded complete
with 1.5m thick Teflon gaskets, nuts, bolts and washers etc., complete
including testing of joints. Th e flan ges sh all be as per 1.5: 6392-1971 table
(6&7)
a
50mm nominal bore
65mm n ominal bore
b
80mm nominal bore
c
d
100mm nominal bore
e)
150mm nominal bore
146 Providing and fixing s tand ard Blind flanges screwed or welded comple te
with 1.Smm thick Teflon gasket, nuts, bolts and washers etc., complete
including testing of joints. The fla nges shall be as per l.S:6392-1971 (Table 6
l}nit
Metl'e
Metre
Metre
Metre
Metre
Quantity Rate (Rs.)
266.99
2.00
40.00
317.44
379.53
30.00
30.00
498.04
40.00
605.20
Amount- (Rs.)
533.98
12697.60
11385.90
1494.1.20
24208.00
Each
Each
Each
Each
Each
2.00
2.00
6.00
8.00
8.00
475.00
570.00
712.50
950.00
1425.00
950.00
1140.00
4275.00
7600.00
11400.00
Each
Each
6.00
6.00
1900.00
2850.00
11400.00
17100.00
Each
Each
4.0(
4.00
3325.00
4275.00
13300.00
17100.00
Each
3.00
8075.00
24225.00
1.00
1.00
1.00
1.00
3.00
4.00
570.00
712.50
855.00
1425.00
1900.00
3325.00
4750.00
570.00
71 2.50
855.00
1425.00
5700.00
9975.00
19000.00
6.00
6.00
6.00
6175.00
7600.00
9500.00
37050.00
45600.00
57000.00
1.00
1.00
1.00
1.00
807.50
1330.00
1710.00
3800.00
807.50
1330.00
171 0.00
3800.00
4.00
4.00
4.00
4.00
4750.00
5700.00
7125.00
8550.00
19000.00
22800. 00
28500.00
34200.00
200.00
120.00
95.00
190.00
19000.00
22800.00
&7)
a)
b
147
100mm dia
150mm dia
Providing and fix ing rubber expansion joints (to provide relief from stresses
at pipe flanges) as per specification of the manufacturers i.e M/s Kanwal
Indus trial corporation,
b
100mm dia
c
150mm dia
148 Providing and fix ing C.l double fla nges s uction strainer bucket type/ "Y"
Itype including, nuts, bolts and 3mm thick rubber insertion complete.
a
150mm dia
149 Providing and fixing brass/bronze lever operated ball valve of full flow
with s tainless s teel ball (A ISI 304 and spindle AISI 410) with setting and
gland of superior quality having minimum working pressure o f 20 kg/cm 2•
Each
15nm1 din
20mm dia
Each
25mm dia
Each
32mm dia
Each
Each
40mm dia
Eacn
f)
50mm dia
g) 65mm dia
Each
150 Providing and fixing butterfly valves, wafer end type class PN 1.0 as per
1.5:13095 - 1991 or BS:5155, including necessary nuts, bolts, gaskets etc.
complete (without 2ear box)
Each
a) 80mm dia nominal bore.
Each
lOOmm dia nominal bore.
b
Each
c
150mm dia nominal bore.
151 Providing a nd fixing gunmetal non-return valves vertical or horizontal
tested to 20 Kg/ col as per 15:778.
a) 25mm nominal bore
Each
Each
b
32mm nominal bore
Each
c) 40mm nominal bore
Each
ct) 50mm nominal bore
152 Provid ing and fixing C.I d ouble flanged horiw ntal/ vertical type non-return
va lve including nuts, bolts, 3mm thick rubber insertions complete to
I.S:5312 Part-I, swinl! tvoe class P N 1.6.
Each
a)
65mm nominal bore
Each
b) 80mm nominal bore
Each
1OOmm dia nominal bore.
c
Each
d
150mm dia nominal bore.
153 Providing and fixi ng heavy ct u ty copper armored cables 1.1 KV A grade
includ ing necessary s uppor t clamps a t ceiling level and connectio n legs
complete in all resoects.
a) Power cable 3 core 2.5 Sa.mm
Metre
Metre
b
Power cable 3 core 4 Sa.mm
a
bi
c
d
e
3.00
Page 14 of 18
....
,
..... . -
~
SI. No
Description
cl Power cable 3 core 6 Sq.mm
d) Power cable 3 core 10 Sa.min
·
e) Power cab{e 2 core 1.5 Sq.mm
fl Power cable 3 core 10 Sq.mm
154 G.I. earthing wire 8 gauge from all motor and M.C.C pan el to
conn~cted
in as approved manner to the Qeneral earthing system comple te.
155 Providing earthing station for pumps and M.C.C panel including
excavation, C.l. manhole cover and fra me complete as per specifications and
I.E. ru les.
156 Providing and fixing M.S. slotted cable tray supported from ceiling at
intervals of 60cms on both ends including cable clips with nuts and bolts
welding of support rods with ceil ing inserts or through dash fasteners
cutting and making good complete.
a) 300mm wide
b) 150mm wide
157 Providing and fixing M.S. structural work fabrica ted from standard section
e.g. M.S rounds,
ang les, channels, plates including cutting to size,
drilling, welding fixing and welding to insert plates in RCC s tructural
members or through dash fas teners as per site conditions as directed by
Engineer-in-charge including cutting and making good the walls, ceilings
and floors (for oioe sunnorts, clamos etc.)
158 Providin g and fixing UV Unit for domestic water supply complete in all
respects for 550 LPS water supply fl ow rate.
159 Submersible pumps for basement drainage & Sewage s umos
Submersible single stage single entry pumps with CJ.body and C.I. two
vane enclosed type impeller connected to TEFC submersible motor for 415
volts, 3 phase, 50 cycles including MCC panel with level conh·ollers, auto
control, sequential change over facility with one proper working at low
level & two proper working at high level with an audible alarm including
all intercoiu1ectivity cables, with both pumps connected to common outlet
header including valves, non return va lves, lifting chains etc. complete in all
respect
159.1 Sewage Sump (one working+One standby)
'Solid handiling capacity 50mm)
Capacity- 225 ]pm (Each)
Head - lOm
HP (Approx) 1.0HP
159.2 Drainage Sump (one wo rki.ng+One stan dby)
'Solid handiling capacity 50mm)
Capacity- 600 lpm (Each)
H ead - 10 .m
·H P (Approx) 3.0HP
160 Domestic Water Pump (Boosting System)
Providing, fixing and testing of packaged fac tory fi tted variables frequency
drive type skid mounted hydropneumatic system with variable speed
system comprising of :-Note:Only Facto1y Fitted assem bly is acceptable)
be
a)
b)
Vertical, inline multis tage centrifugal pumping set with stainless steel SS304 stage casing and SS-304 impellers with stainless steel SS-316L s haft as
per !EC s tandards and GJL250 cast iron suction & discharge casing,
connected to TEFC venti la ted induction motor of 2 pole, 2900rpm, suitable
fo r 400/ 440 Volts, 3 phase, 50 Hz A.C. supply No. of Pumps: 2 (1 Working
+1 Standby)
Pressure vessel of non corrosive FRP composite construction lined with
NSF and/ or FDA lis ted ma teria l, like high density polyethylene with fully
replaceable polyurethane. Air cell burst pressure of minimum of 5 times the
vessel operating pressure and cycle tested for 2,50,000 cycles.
No. and capacity of Pressure Vessel - 01 Nos. x 50 Ltrs)
Page 15 of 18
l,Jnit
Metre
Metre
Metre
Metre
Quantity Rate (Rs.) Amount- (Rs.)
40.00
380.00
15200.00
10.00
570.00
5700.00
400.00
71.25
28500.00
10.UU
570.00
5700.00
Metre
150.00
95.00
14250.00
Each
1.00
11400.00
11400.00
Mch·e
Metre
60.00
80.00
1710.00
1140.00
102600.00
91200.00
500.00
142.50
71250.00
Each
1.00 142500.00
142500.00
Set
2.00 190000.00
380000.00
Set
2.00 380000.00
760000.00
Kg.
SI. No
c)
d)
e)
f)
Description
Control Panel with programmable logic controller (PLC) for cyclic operation
of pumps. Pump working sequence should change after every
operation.Contractor overload relays and MCBs should con firm to IEC 898 1995/ specifications. Blinking indications for pumps start, trip, low level
trip, health supply should be provided in the panel along with the ammeter
& voltmeter. Control panel should also consist of cooling fan.
Pressure swi tches bellow type fitted with micro switch and having
maximum pressure and differential scale should confirming BS-6134
standards and !PSS protection class.
Suction and delivery h eader with Bali valves to be used should be Hot
Pressed brass OT-58 with stainless steel ball and P.T.F.E seal a nd 0-Ring.
NRVs to be used should be with Springs and 0-Ring arrangement.
25mm dia motorised valve wi th control panel to cut-in and cut-off the
motorised valve incase of low and high water level in water tank.
Comple te set system to be moun ted on a common base fram e and
shall follow following duty.
Capacity
: app, 150 !pm
Head
: app. 25 m
Unit
Set
Quantity Rate (Rs.)
1.00 190000.00
Amount- (Rs.)
190000.00
Tube well
161
162
163
164
165
166
167
Boring/ drilling bore well of required dia for casing/ strainer pipe, by
suitable method prescribed in IS: 2800 (part I), including collecting samples
from different strata, preparing and submitting stra ta chart/ bore log,
including hire & running charges of all equipments, tools, plants &
machineries required for the job, all complete as per direction of Engineer in-charge, upto 90 me tre de pth below ground level.
All types of soil
300 nun nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well,
unplasticized PVC medium well casil1g (CM) pipe of required
dia,conforming to JS: 12818, including required hire and labour charges,
fi ttings & accessories e tc. a ll complete, for all depths, as per direction of
Engineer -in-charge.
200 min nominal size dia
Supplying, assembling, lowering and fixing vertical position in bore well
unplasticized PVC medium well screen (RMS) pipes with ribs,
confonningto JS: 12818, including hire & labOW' charges, fittings &
accessories etc.all comple te, for all d epths, as per direction of Engineer-incharge.
200 mm nominal size dia
Gravel packing in h1bewell construction in accordance with IS: 4097,
including providing gravel fi ne/ medium / coarse, in required grading &
sizes as per actual requirement, all complete as per direction of Engineerincharge.
Providmg and fixing factory made precas t RCC perforated drain covers,
having concrete of stren gth not less than M-25, of size 1000 x 450x50 mm,
reinforced with 8 mm dia fo ur nos longitudmal & 9 nos cross sectional
T.M.T. hoop bars, including providi ng 50 mm dia perforations @ 100 to 125
mm c/c, including providing edge binding with M.S. fla ts of size 50
mmmm x 1.6 mm complete, all as per direction of Engineer-in-charge.
Development of tube well in accordance with IS: 2800 (part I) and IS: 11189,
to establish maximum rate of usable water yield without sand content
(beyond permissible limit), with required capacity air compressor, rwming
the compressor for required time till well is fully developed, measuring
yield of well by "V" no tch method or any other approved meth od,
meas uring static level & draw down etc. by step draw down met.hod,
collecting water samples & ge tting tested in approved laboratory, if c
disinfection of tubewell, all comple te, including hire & labour charges of air
compressor, tools & accessories e tc., all as per requirement and direction of
En~ineer-in-charge.
Providing ru,d fixing suitable size threaded mild steel cap or spot welded
plate to the top of bore well h ousing/ casing p ipe, removable as per
req uirement, ail complete for borewell of:
200 mm dia
in
Page 16 of 18
metre
180.0C
386.75
69615.00
metre
120.00
834.67
100160.40
metre
60.00
779.76
46785.60
cum
8.00
938.46
7507.68
each
2.00
912.19
182-l.38
hour
120.00
643.25
77190.00
each
2.00
231.71
463.42
Sl. No
168
169
170
a)
171
a)
Description
Providing and fixi ng M.S. clamp of required dia to U1e top of
casing/ housing pipe of tubewell as per LS: 2800 (part I), including necessary
bolts & nuts of required size complete.
200 mm clamp
Providing and fixing Bail plug/ Bottom plug of required dia to Uie bottom
of pipe assembly of tubewell as per LS:2800 (part I).
200mm dia
Providing and fixing gun metal gate valve with C.l. wheel of approved
!quality (screwed end):
80 mm nomillal bore
Providing and fixing gun metal non- return valve of approved qual ity
(scre wed end) :
80 mm nominal bore
l.Jnit
Quantity Rate (Rs.)
Amount- (Rs.)
each
2.00
1262.88
2525.76
each
2.00
252.56'
505.12
each
2.00
1824.57
3649.14
each
2.00
2379.09
4758.18
Set
2.00 156522.00
313044.00
Set
Set
Set
Set
Set
Set
Set
Set
Set
2.00
2.00
2.00
2.00
2.00
2.00
2.0C
2.00
2.00
2375.00
1140.00
475.00
617.50
475.00
285.00
950.00
285.00
190.00
4750.00
2280.00
950.00
1235.00
950.00
570.00
1900.00
570.00
380.00
Mtrs.
72.00
760.00
54720.00
RM
RM
60.00
60.00
190.00
142.50
11400.00
8550.00
1600.00
197.89
31662-WO
1000.00
557.70
557700.00
Hot Water System
172 Supplying & installation of KSB make subme rsible pump set directly
coupled with15.00 HP motor nominal speed 2900 RPM suitable for
operation on 3-phase, 50 cycles, 400 :!:. 5% volts AC. power supply to give
lvield of 30000/24000 LPH at a head of 50/70 mtrs.
a) Total head = 50/70 Mt
b) Flow ra te = 36000/30000 LPH
c) HP
= Minimw11 7.5 HP
(Or as per site condition)
173 Supply, installation and commissioning of panel board duly wired made of
16/18 SWG sheet including fixing of the same in wall/floor on angle iron
frame as per site conditions, and fitted with the following:
a) l No. L & T make DOL starter.
b) 1 No A/E make suitable range voltmeter size 96 mm.
c) 1 No A/E make suitable range ammeter size 96 mm.
d) l No. minilec make single phase preventer.
e) 3 Nos MCB for lamps, ammeter and voltmeter.
f)
3 Nos. indicating lamps (Essen/ Rishab make).
g) 1 No MCB of suitable ra nge (MOS/Standard make).
h) Voltage selector switch- 1No.
i)
Push button ON/ OFF switch L & T make - 1 No.
174 Supply & installation of 80 mm dia column pipe made out of 80 mm dia GI
including the cost of fittings complete in all respect Jindal, Hissar/Prakash
make 'B' class pipe.
175 Providing & fixing heavy d uty PVC shea thed copper conductor 1100 volts
!grade cables with clamps complete in all respect.
a) Control cable for low water level guard 2 core 2.5 SQ.nun.
b) Power cable 3 core 4 Sq.mm.
Field of Play
176
Providing, laying and fixing, Sub-soil Drainage system (Subsoil drainage
system shall be as per BCCI norms and under U,e guidance of BCCI
approved curator. Consb·uction Company must submit shop drawing for
app. from consultant before execution).
Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms, depth
upto 1.5 m including getting ou t the excavated soil, and then returning U1e
soil as required, in layers not exceeding 20 cm in depUi, including
consolidating each deposited layer by ramming, watering, etc. and
disposing of surplus excavated soil as directed, within a lead of 50 m :All
Kind of Soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300
Meter
mmdia.
177 Supplying and fixing in horizontal posi tion in trench unplasticized PVC
medium well casing (CM) pipe of required dia, conforming to IS: 12818,
including required hire and labour charges, fittings & accessories etc. all
complete, for all depths.
Meter
150 mm non1inal size dia.
Page17of18
Quantity Rate (Rs.) Amount- (Rs.)
Unit
SI. No
Description
Supplying
and
fixing
in
horizontal
position
in
bore
well
unplasticized
PVC
178
medium well screen (RMS) pipes with ribs, conforming to IS: 12818,
including hire & labour charges, fittings & accessories etc. all complete, for
all depths.
425.27
1701080.00
Meter
4000.00
110 mm nominal size dia.
179 Laying Geotextile fabric in trenches of required widh complete in all respect
Sqm
380000.00
1000.00
380.00
of 160GSM as per manu facturers specifications.
180 Consutructing RCC Overhead tank of 25m staging complete in all respects
with inlet, overflow, supply and drain pipe as per standard design.
28.50
7125000.00
per liter 250000.00
181 Consutructing UG tank o f complete in all respects with inlet, overflow,
14.25
7125000.00
per liter 500000.00
supply and drain pipe as per s tandard design.
Total
48379867.84
(B)
Page 18 of 18
Proposed International Cricket Stadium at Saifai, Etawah
Summary
Item
SI.No
1
Cost of Civil Work
2
Cost of Public Health Engineering Work & Extra Item
3
Cost of Electrical Work
Total Cost of Cricket Stadium Work.
Amount Rs.
1421710023.50
48379867.84
754583058.10
2224672949.44
Note:- Rater entered in BO Qare inclusive of all taxes, royality,octrio and cess but
exclusive of service tax if applicable and labour cess.