BOQ Civil work

Transcription

BOQ Civil work

TAJ ORIENTATION CENTRE, SHILPGRAM, AGRA
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BOQ - CIVIL WORKS
MAIN COMPLEX,
.;1.
No.
A
1
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2
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3
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ii
iii
iv
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5
6
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~~B
1
Unit
Qty.
l OOsqm
274.76
Cum
75025.92
99.00
Cum
Cum
Cum
Cum
11806.16
21877.92
32816.88
43391.21
9.00
9.00
9.00
9.00
(um
1774.24
106.00
Cum
73251.68
151.00
Cum
1453h9
750.00
With Chlorpyriphos/LindanE_E.C. 20% with 1% concentration.
Antitermite treatment of Soil under floors using chemical emulsion @ o ne litre per
hole, 300mm apart @100 Nos. Holes per 9.00 Sqm. including drilling 12mm
diameter holes and plugging also to match the f loor properly:
Sqm
320.35
118.00
With Chlo rpyriphos/Lindane E.C. 20% with 1% concentration.
Sqm
17561.12
142.00
De~cription of Work
Rate In Rs.
EARTHWORKS
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m
in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m
and lift upto 1.5 m, disposed soil to be levelled and neatly dressed:
All kinds of soil
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto
1.Sm. (S fts.) and lead upto 30 m. (100 fts.) & including filling, watering and
ramming of excavated Earth into the trenches or into the Space between the
building and sides of foundation trenches or into the space between the building
and the sides of foundation trenches or into the plinth and removal and disposal of
sur,)lus earth as directed by the engineer-incharges upto a distance of 30m. (lOOfts.)
frcm the foundation trenches. (Rate including Royalty of earth also.)
4791.00
Add to item (251-252) for every additional 30m. (100 fts.) lead or part of 30m. (100
fts.) or for every additional 1.5 m . (Sfts.) lift or part of 1.Sm. (Sfts.).
1.Sm to 3m
1.Sm tc 4.Sm
1.Sm to 6m
1.Sm to 7.Sm
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 and watering, lead up to SO m and lift upto 1.5 r'n.
Cartage of Ballast, Kankar, coal,Grit or Sand etc., including loading and
unloading but exclucing stacking on pucca roads. 5th km.
Sand filling in plinth including Supply of necessary quantity of sand from a distance
not exceeding 8 km. (5 miles) from the site of work and including watering,
rammi ng,dressing etc. rate to include cost of all materials, labour and T & P etc.
required for proper completion of the work.(Lead upto 30m & lift 1.Sm)
Antitermite treatment of along external wall where the apron is not providing using
c:,emical emulsion @7.5 litres/sqm of vertical surface of the substructure to a depth
of 300mm inr.ludirig excavation channel along the wall
& rodcling etc. complete.
··--
CONCRETE WORKS
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shutteringProviding ar.d laying in position ready mixed plain
cement concrete, with cement content as per approved design mix and
manufactured in fully automatic batching plant and transported to site of work in
transit mixer for all leads, having continuous agitated mi><er, manufactured as per
mix design of specified grade for plain cement co ncrete work, including pumping of
R.M.C. from transit mixer to site of laying and curing, excluding the cost of entering,
shuttering and finishing, including cost of curing,admixtures in ommended
proportions as per IS : 9103 to acce lerate/ retard setting of concrete, improve
workability without impairing strength and durability as per direction of the
Engineer-in-charge. - All work up to plinth level :
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M-10 grade plain cement concrete (cement content consi dere
ii
@ 220 kg/cum)
M-7.5 grade plain ceme nt concrete (cement content considere
iii
@ 200 kg/cum)
M -5 grade plain cement concrete (cement content considere
cum
5.00
5551.00
cum
2418.80
5406.00
cum
5.00
5260.00
cum
10.00
934.00
SQM
970.76
186.00
SQM
192.00
342.00
SQM
13573.08
SQM
74.98
5519.59
381.00
381.00
@ 180 kg/cum)
Extra for lifting concrete from plinth level and upto floor V level
2
REINFORCED CEMENT CONCRETE WORK
3
Centering and shuttering including strutting, propping etc. and removal of form for :
a
Foundations, footings, bases of columns, etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string
b
cou rses etc.
Suspended floors, roofs, landings, balconies and access platform.
c
d
g
Shelves (Cast in situ)
Lintels, beams, plinth beams, girders, bressumers and ca ntilevers
Columns, Pillars, Piers, Abutments, Posts and Struts.
Stairs, (excluding landings) except spi ral-staircases.
h
i
Arches, domes, vaults up to 6 m span
Extra for shuttering in circular work (20% of respective centering and
j
shuttering items).
Small lintels not exceeding 1.Sm clear span, moulding as in cornices, window sills,
315.00
SQM
SQM
SQM
SQM
1253.30
266.29
SQM
70.02
86.00
string courses, bands, copings, bed plates, anchor blocks and the like.
SQM
SO.OD
186.00
k
Weather shade, Chajjas, corbels etc., including edges.
SQM
100.00
467.00
I
Edges of slabs and breaks in floors and walls
Under 20 cm wide
Rmt
sqm
379.17
110 .00
537.39
483.00
SQM
12988.21
151.00
cum
2400.52
13219.00
Qtl
33352.73
5334.00
Cum
2952.16
7822.31
5981.00
Cum
Cum
10774.48
e
f
Above 20 cm wide
Extra for additional height in centering, shuttering where ever required with
4
100.00
430.00
375.00
1012.00
adequate bracing, propping etc., including cost of de-shuttering and decentering at
all levels, over a height of 3.5 m, for every additional height of 1 metre or part
i
thereof (Plan area to be measured).
Suspended floors, roofs, landing, beams and balconies (Plan area to be
5
measured)
Providing, hoisting and fixing up to floor five level precast self compacting
reinforced cement concrete in lintels, beams, wall and bressumers, including setting
in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and
shuttering but excluding the cost of reinforcement, with M-35 grade concrete
6
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing
in position and binding all complete upto plinth level And above plinth level
i
Thermo-Mechanically Treated bars
Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work, using cement
7
content as per approved design mix, including pumping of concrete to site of laying
but excluding the cost of centering, shuttering, finishing and reinforcement,
including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and
durability as per direction of Engineer-In-charge.
(Note :- Cement content considered in this item is@ 330 kg/Cum. Excess/less
cement used as per design mix is payable/recoverable separate ly).
i
ii
All works upto plinth level.
Ali works above plinth level upto floor V level.
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over
8
the specified cement content used is payable /recoverable separately.
i
Providing M-30 grade concrete instead of M-25 grade BMC I RMC. (Note:- Cement
content considered in M-30 is@ 340 kg/ kg/cum)
6663.00
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72.00
Extra for Diameter of outer part shuttering will be 9518 mm at to p level. Diameter
of inner shuttering will be 2611 mm at t op level. Inside diameter of partition
shuttering will be 2840 mm at top level. The Outer diameter of partition shuttering
wi ll be 8863 mm at top. The height of the shuttering wi ll be 6550 mm.
9
10
Joti FRP shuttering is properly designed & stiffened. Thickness of the joti FRP
shutt ering is about 4 to 6 mm varying at va rious heights and various diameters. Joti
FRP shutte ring is molded in parts. The FRP shuttering is strengthened with MS
sections embedded in FRP.
each
7.00
sqm
1238.92
3033.00
Cum
1766.93
12412.00
Cum
1054.26
23043.00
Cum
35.00
4180.00
Cum
35.00
342.00
As in ite m (309) above, but in superstructure for wa ll thickness 12cm. And below
add extra.
Cum
10.00
484.50
Extra for providing and placing in position 2 Nos. 6mm dia. M .S. bars at every third
course of half brick masonry (with F.P.S. bricks).
Sqm.
86.96
66.00
Cum
478.75
6067.00
Providing and laying PU sheets are impo rted and are very high qua lity and w ill help
prevent the roots from enteri ng the columns. Po lyurethane Elastomers are
extremely versatile materials and t his has been t he key to t heir widespread
applicatio ns. This flexible engineering material is available in Polyurethane Sheet,
Rod and Custom Cast Products. Polyurethane has a unique design and construction
combining many of the adva ntages of rigid plastics, metals and ceramics with the
extensibility ot'rub.ber.
2665225.00
Providing and laying in posit ion machine batched and machine mixed design mix M35 grade white cement co ncrete for reinforced cement concret e w or k, using
cement content as per approved design mix including pumping of concrete to site of
laying but excluding t he cost of centering, shuttering, finishing and re inforcement,
including admixtures in recommended proportions as per IS: 9103 to accele rate,
11
'-
retard setting of concrete, improve workability w ithout impairing strength and
durability as per direction of Engineer-in-charge (Lime stone aggregate of specified
size shall be used instead of normal stone aggregate and washed sand shall be
used as per technical specification & as per mix design).
Providing and placing in position precast reinforced cement concrete waffle units,
square or rectangular, as per design and shape for floors and roofs in (M 35 grade),
Including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement: 2
12
-.._./
Fine sand), making necessary holes of required sizes for car rying through service
lines etc., providing steel hooks for lifting etc, form w ork in precasting, handling,
hoisting, ce ntering and erection complete for all floo r levels but excluding the cost
of reinforcement .
..
c
BRICK WORKS
1
Class-150 (Non Modular) brick work in 1:6 cement and coa rse sand mortar in
foundation and plinth including supply of all materials, labour and tools and plants
etc.required for proper completion of the work.
I
As in item (303) above, but in 1:4 cement and Coarse sand mortar.
2
i
3
4
D
As in item (303) above but In super structure above plinth level upto floor five level
including necessary cutting and moulding of brick work as required and also
including honey combed brick in thickness of wall more than 12cm.
Providing and laying autoclaved aerated ceme nt blocks masonry w ith 200/100 mm
thick AAC blocks in super structure above plinth level up to floor V leve l in cement
mortar 1:4 (1 cement : 4 coarse sand). The rate Includes providing and placing in
position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
MARBLE & GRANITE WORK
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Providing and fixing 18mm thick gang saw cut ( premoulded and prepolished)
machine cut for kitchen platforms, vanity counters, window sills , facias and similar
locations of required size of approved shade, colour and text ure laid ove r 20mm
1
thick ba se cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with
white cement, mixed with matching pigment, epoxy touch ups, including rubbing,
curing, moulding and polishing to edge to give high gloss finish etc. complete at all
levels.
ii
2
3
4
4
Granite of any colour and shade.
Area of slab over 0.50 Sqm.( For Counter)
Sqm.
74.98
3712.00
Sqm.
450.19
3325.00
Sqm.
629.05
3712.00
rmt
240.65
235.00
each
10
367.00
Sqm.
793.26
cum
1.72
85500.00
32 mm thick Single leaf shutters.
Sqm
81.39
1472.00
32 mm thick Double leaf shutters.
Sqm
25.20
1605.00
Sqm
106.59
261.00
each
258.00
111.00
latching speed adjustable by arm. All adjustment screws face fixed . Silver finish . As
per EN 1154. with necessary accessories and screws etc. complete.
each
29.00
6879.00
Providing and fixing S.S. Tower Bolt [Square] 450 mm
each
58.00
576.00
pair
29.00
1941.00
P/L 18mm Black Granite 5Lone (super quality) Flooring over 25mm thick base of
cement mortar 1:4 (l cement:4 coarse sand) laid and jointed with white cement
slurry including rubbing and polishing complete.
Item same above (8.2.2.2) Granite Stone (polished) work for wall lining over 12mm
thick bed of c~ment mortar 1:3 (1 cement: 3 coarse sand) and cement slurry@ 3.3
kg/Sqm .-including.pointing in white cement complete.
Extra for fixing marble I granite stone over and above corresponding basic item, in
facia and drops of width upto 150mm w ith epoxy resin baesd adhesive including
cleaning etc. complete.
Extra for providing opening of required size & shape for wash basins/ kitchen sink in
kitchen platform, vanity counters and similar location in marble/Granite/Stone work
including necessary hoies for pillar taps etc. including rubbing and pol ishing of cut
edge etc. complete.
Providing and fixing machine cut, mirror I eggshell polished, Marble stone work for
wall lining (veneer work) including dado, skirting, risers of steps etc., in required
design and pattern wherever required, stones of different finished surface texture,
5
on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 oarse S?lnd) laid and
jointed wit h white cement slurry@ 3.3 kg/sqm including pointing with white
cement slurry admixed with pigment of matching shade, including rubbing, curing,
6671.00
pol ishing etc. all complete as per Architectural drawings, and as directed by the
Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona,
Fire Red or Dark Emperadore etc.
E
1
,.
WOOD & PVC WORK
.~
Providing wood work in frames of doors, windows, clerestory windows and other
frames, wrought framed and fixed in position with hold fast lugs or with dash
fasteners of requ ired dia & length ( hold fast lugs or dash fastener shall be paid for
separately).
i
;
2
i
Ii
Second class teak wood
Supply and fixing of flush doors, commercial quality conforming to IS: 2202 Part-I
(1983) including fixing of wooden cleats and stoppers and including fixing and
adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screws to
be supplied departmentally.
Same as item No. (470) & Extra for providing lipping with 2nd class teak wood
3
battens 25 mm minimum depth on all edges of f lush door shutters (over all area of
door shutter to be measured).
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10
4
mm diameter bolts, nuts and wooden plugs and embedding in cement concrete
block 30x10x15cm 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size)
Providing and fixing (DORMA/equivalent) rack and pinion door
closer TS 72 EN size 2-4, with std. arm and with two independent closing valves and
5
6
Providing and fixing pull Handle TGDI- D 300 back to back with adjustable fixing for
7
glass, wood and metal doors in satin stainless steel. The pull handles shou ld have
supporting washer with raised bevelling on the outer surface. Length
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9
10
Providing and fixing Bra nd S.S.316 Grade Door Stopper
Providing and fixing Pure 8100 Type 3 Package with Pair of Pure 8100 Design Lever
Handle on Roses & escutcheons. Including 27la Sash lock with 72mm CTC, 55mm
Ba ckset 20mm Square forend. EPC 70mm
Providing & Fixing l.OOmm thick decorative high pressure laminated sheet of plain I
wood grain in gloss I matt I suede finish with high density protective surface layer
and reverse side of adhesive bonding quality conforming to IS: 2046 Type S,
including cost of adhesive of approved quality.
each
29.00
476.00
each
29.00
3696.00
sqm
50.40
522.00
Sqm.
46.08
16182.00
kg
88000.00
247.00
Sqm
600.13
1757.00
each
45.00
1045.00
each
45.00
1140.00
each
45.00
760.00
Sqm
600.13
522.00
kg
24392.25
rmt
706.03
17536.00
Sqm.
1005.75
308.00
Sqm
20351.05
3124.00
Sqm
18173.78
4275.00
Providing & fixing 46mm thick fully flush double skin fire door shutter of 120
minutes fire rating confirming to IS:3614(Part 11),tested & certified by CBRI (Roo rki).
Door frame & leaf sha ll be manufactured from 1.6mm (16 gauge) & l.2mm
(18guage) minimum thick galvanised steel sheet.The internal construction of t he
11
door should be rigid reinforcement pads for receiving appropriate hardware. The
infill material s~all be resin bonded honeycomb core. The edges should be
interlocked with lock seam. All doors shall be fi nished with polyurethane aliphatic
grade paint of approved colour. The door sha ll have passed minimum 250 hours of
sa lt spray test.
F
1
2
MILD STEEL AND IRON WORK
Alloy Steel Anchor bolt plates, dashfasteners, angles, channels, shelves and
fabrication
for Fixing Column
Supplying and fixing rolling shutters of approved make of 8.25mm (3"xl8 gauge)
cold rolled M.S path inter locked through out their entire length and joined together
at the end by end locks and mounted on specially designed pipe shaft with brick etc.
side guides and arrangement for inside and out side locking with push and pull
operation complete with excluding the cost of top cover and spring.
3
Providing and fixing 27.52cm long wire spring grade2 for rolling shutters.
4
Providing and fixing top cover for rolling shutters made of 18 gauge M.S gauge.
5
6
Extraadd pf S.I No. 520 for providing mechanical device chain and crank operation
Providing and fixing ball bearing for rolling shutters.
for operating rolling shutters.
i
7
Shutter above 16.80 sqm in the area
Mild steeland iron work of small size and section such as holding down woods, hold
fasts tierods, grating, etc. (When not included in and over all rates) brought t o
requried form including supply of steel and its wastage including cost of bolts, nuts if
55.00
requried for proper completion of work including fabrication of holes in door
chaukhats and nosing.
Providing and fixing 38 mm dia AISI 316 Grade S.S Handrail ( Wall thickness 1.5 mm )
8
40 mm X 40 mm AISI 316 Grade S.S Side Mounted Square Baluster with Glass
holding Accessories ( Wall thickness 1.5 mm ) 10 mm thick Straight Toughened Glass
( Up to 735mm height)
G
1
2
3
.
"
FLOORING & DADO WORK
Cement concrete flooring 1:2:4 (1 ceme nt : 2 coarse sand: 4 gra ded stone of size
20mm nominal size) laid In one layer f inished wit h a floating coat of neat cement.
(40mm thick Floor.)
Providing and laying 70 mm tr1ick Agra Red Stone flooring over 20 mm (average)
thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3 mm thick,
side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with
pigment to match the shade of stone and pointing with same mortar.
Agaria white Marble stone flooring with 30 mm thick marble stone, as per sample of
marble approved by Engineer-in-charge, over 20 mm (average) thick base of white
cement mortar 1:4 (1 cement: 4 coa rse sand) laid and jointed with white cement
slurry, inclu<;!ing rubbing and polishing complete with :
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Providing & Laying 25mm Kata stone slab flooring over 20 mm thick base of cement
mortar 1:4 (1 cement: 4 coarse sand) laid over and jointed with grey cement slurry
mixed with pigment to match the shade of the slab including rubbing and polishing
complete.
Kata stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 10
mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement
slurry mixed with pigment to match the shade of the slabs, including rubbing and
polishing complete.
Providing & Laying 600x600mm vitrified floor tiles in different sizes ( thickness
lOmm) with water absorption's less than 0.08% and confirming to IS: 15622 of
approved brand & manufacturer, in desired colours and shades, laid with cement
based high polymer modifed quick set tile adhesive(water based) conforming to
IS:15477, including grouting of joints.
Sqm.
3776.86
1068.00
Sqm.
40.06
593.00
Sqm
1581.05
1425.00
Sqm
692.38
1344.00
Providing and 19ying Vitrified tiles in different sizes (thickness to be specified by
manufacturer), with water absorption less than 0.08 % and conforming to
I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over
12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including
grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 60 x 60 cm
Providing and fixing removable raised/false access flooring with system and its
components of approved make for different plenum height with possible height
adjustment upto 50 mm, comprising of modular load bearing floor panels
supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete,
as per the architectural drawings, as specified and as directed by Engineer-in-charge
consisting of :
a) P roviding at requi red spacing to form modular framework, pedestals made out of
GI t ube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to
the G.I. Base plate of size lOOmm x lOOmm x 3mm at the bottom of the pedestal
tube, G.I. pedestal head of size 75mmx75mmx3.S mm welded with GI fully threaded
stud 16mm outer diameter with two GI Check nuts screwed on the stud for level
adjustment upto SOmm, locking and stabilizing the pedestal head in position at the
required level. The pedesta ls shall be fixed to the subfloor (base) through
base plate using epoxy based adhesive of approved make or the machine screw with
rawl plug.
b) S tringers system in all steel construction hot dipped galvanized of
rectangular size S70x20x30x0.80mm thick having holes at bot h ends for
securing the stringers on to the pedestal head using fully threaded
screwsensuring maximum lateral stability in all directions, the grid formed by the
pedestal and stringer assembly shall receive the floor panel, this system shall
provide adequate solid, rigid support for access floor panel, the system shall provide
a minimum clear uninterrupted clearance between the bottom of the floor for
electrical conduits and wiring etc. all complete as per the architectural
drawings, as specified and as directed by the Engineer-incharge.
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c) Providing and f ixing Access Floor panel of 600x600x32 mm medium grade Filled
Steel anti static high pressure Laminatio n of 800H grade (FS800H). Access Floor
pane l shall be st eel welded construction w ith an enclosed bottom pan with uniform
pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top
0.6 mm and bottom 0.7 mm fused spot we lded together (minimum 64 welds in each
dome and 20 welds along each flange).
The panel shou ld be Corroresist epoxy coated
fo r lifetime rust protection and cavity formed by the top and botto m plate is filled
with Pyrogrip noncombustible Portland cementitious core mixed w ith lightweight
foa ming co mpound. The access floor shall be fact ory finished with Anti-static High
Pressu re laminate with Non Warp technology upto lmm thickness for superior
adhesion and Surface flatness within 0.75mm.The panel is to w ithstand a
· Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in
t he centre of t he panel which is placed on four st eel blocks. The panel will withstand
and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of
50kg all complete-iJS per the approved manufacturers specification and as per the
direction of Engineer-in-charge. All specification must be printed o n the side of the
i
450 mm Finished Floor Height (FFH).
Providing & Fixing of Forbo Flotex Flocked floor covering rolls of classic shade series
having a density of 70 million f ibres of nylon 6.6 per M2 , Fire Test EN- 13501,
Sqm
2594.07
3784.00
Sqm
1005.75
3771.00
lOOSqm
35.59
666.00
Sqm
1687.65
2339.00
Providing and Laying Spacers for Tile Flooring as per design and drawings complete
as per Manufacturer specifications and direction of Engineer-in- charge.
sqm
1581.05
179.00
ROOF & FALSE CEILING WORK
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
stone aggregate 10mm and down gauge) Including finishing with ce ment mortar 1:3
(1 ce ment : 3 fine sand) as per standard design.
In 75x75mm deep chase.
Rmt.
669.68
135.00
Appearence Retention Hexapod ISO 140-8, Friction Slip Resistance Test EN 14041
Class DS, sanitized anti-microbia l treatment w ith resilient waterproof
backing ,anti allergic cetrtified by British allergy foundation, anti static, thickness 4.3
mm and approxi mate weight of 1.8 k.g./sqm of roll form.Total Thickness as per ISO
9
1765 : 4.3 mm Roll width: 2.0 M Roll length: 30 M Dimensional stability as per ISO
2551 : <0.2% Slip Resistance as per DIN 51097
: >0.7 Dry and Wet
Tota l weight as per ISO 8543 : 1.8 kg/M2 Light fastness as per EN ISO 105 802 : 6
Commercial heavy as per EN 685 : Class 33 Reaction to fire as per EN 13501-1
: Bfl-sl
10
Grassing with selection No.1 grass including watering and
maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free
from weeds and fit for mowing including supplying good earth, if needed (the good
earth shall be paid for separately). With grass Turf
Providing & fixi ng 2.0mm thick approved vinyl flooring from Forbo Flooring as per
EN 428, made up of PUR pearl lacq uering protection technique as per
11
manufacturers specifications. The product has 0.7mm transparent compact wear
layer to provide better performa nce. A non woven, fully impregnated, glass fleece
layer functions as the backbone of t he flooring. The backnig layer, which is a
su bstantial part of the construction, contai ns 40% re-used content.Eternal conforms
to all standards, including the new VOC emission classes. The welding/ seaming
shall be done using hot air welding machine.
Thickness as per EN 428 : 2.0 mm
Roll width as per EN 426 : 2 m
Roll Length as per EN426 s : 25 m
Commercial use as per EN 685: CLASS 34 very heavy
lnductrial use as per EN685: Class 43 heavy
Resistance to chemicals as per EN423: very good
Reaction to fire as per EN13501-1: B-sl
Slip Resistance as per DIN5113.(J Rl O
Indentation Residual as per C:N 433 : <0.05mm
13
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2
Making khurras 45x45 cm with average minimum thickness of 5 cm cement
concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet 1mxlmx400micron, finished with 12mm cement
plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the
edges and making and finishing the outlet complete.
each
56.00
156.00
sqm
904.02
1757.00
sqm
791.40
966.00
Acoustical Ceiling
Providing & Fixing of Armstrong SoftFibre Acoustical Suspended Ceiling System with
Optra (SL2) EDGE TILES WITH
ARMSTRONG 38mm Semi - Concealed 24mm System.
The tiles should have Humidity Resistance (RH) of 95 %, NRC 0.9 - 1.0, Light
Reflectance ~85%, Thermal Conductivity k
NA w/m K, Colour W hite, Fire Performance UK Class O I Class 1 (BS 476 pt- 6
&7) in module size of 600 x 1200x20mm
=
3
with Bio Block c;oating on the face of the tile, suitable for Green Building application,
with Recycled content of 66% GW &
74% RW The t ile shall be laid on Armst rong Prelude 38 with 24 mm wide T • section
flanges colour white having rotary stitching
on all Tsections i.e. the Main Runner, 1200 mm special Cross Tees (without over
ride & end details) with a web height of
38mm. And need to be installed with Suspension system of Armstrong make .. The
Tile & Grid system used together should carry a 30 year warranty.
INSTALLATION: To comprise main runner spaced at 1200mm centres securely fixed
to the structura l soffit using Armstrong suspension system (specifications below) at
1200mm maximum centre. The First/Last Armstrong suspension system at the end
of each main runner should not be greater than 450mm from the adjacent wall. The
Providing & fixing false ceiling at all height including providing & fixing of framework
made of special section, power pressed from M.S. sheets and galvanised w ith zinc
coating of 120 gms/ sqm (both side inclusive) as per IS: 277 and consisting of angle
cleat of size 2Smm wide x 1.6mm thick with flanges of 27mm and 37mm, at
1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm
long w ith 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 xlO
x0.50mm of required length wit h nuts & bolts of required size and ot her end of
angle hanger fixed with intermediat e G.I chanels 45 xlS x 0.90mm running at the
3
spacing of 1200 mm c/c, to which t he ceiling section O.Smm thick bottom wedge of
80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c,
shall be fixed in a direction perpendicular to G.I intermediate channel with
connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction,
including fixing perimeter channels 0.50mm thick 27mm high having flanges of
20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the
help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm
interva l, including fixing of Calcium Silicate Board to ceiling section and perimeter
channels with the help of dry wall screws of size 3.5 x2Smm at 230mm c/c, including
jointing & finishing to a flush finish of t apered and square edges of the board with
a. 8 m111 thick Calcium Silicate Board made with Calcareous & Siliceous materials
reinforced with cellulose fiber manufactured through autoclaving process.
Acoustical Wall Paneling'
4
5
Providing and supplying Armstrong 'Optra Acoustical Wall Paneling' with square
edges made of fibre glass subst rate
25mm thick and wrapped on the front side with an acoustically transparent and
classified for Fire reaction Class B-sl, dl
as per EN13501, fabric with an option of colors- Ivory, Autumn Orange, Pista
Green, Straw Gold, Rustic Green,
Burgundy, Rust, Peacock Blue, Ash Grey, Mocha as per the choice of the Architect of
size 600Xl200 mm providing a
minimum sound absorption level of 0.90 NRC to be affixed to wall using Wall panel
impalers supplied by M/s Armstrong
Industries India Pvt. Ltd and construction adhesives as per the instructions laid down
by the manufacturer.
INSTALLATION: 4nos. Armstrong wall panel lmpalers of shall be fixed to the wa ll
surface using se lf tapping screws. Silica based
co nstruction adhesive to be dabbed on to the projecting elements (spikes) of the
impalers, Arms'tro(lg Optra wall panels
shall be pierced through the spikes of the impale rs ensuri ng the line and level of the
panels are maintained.
1
i
2
i
3
i
4
i
536.09
5225.00
Sqm
50.00
665.00
sqm
3843.41
114.00
Providing and fixing 12.5mm thick tapered edge gypsum pla!n board conforing to IS:
2095-part I at all height false ceiling including providing and fixing of frame work
made of special sections power pressed from M.S. sheet and galvanised in
accordance w ith zi nc coating of grade 350 as per IS: 277 and consist ing of angle
cleats of size 25mm wide x l.6mm thick with flanges of 22mm and 37mm at
1200mm centre to centre one flange fixed to the cei ling with dash fastner 12.Smm
diax40mm long with 6mm dia bolts t o the angle hangers of 25x25x0.55mm of
required length, and other end of angle hanger being fixed with nut and bolts to G.I.
channels 45xl5x0.9mm running at the rate of 1200mm centre to centre to which
the ceiling section O.Smm thick botton wedge of 80mm w ith tapered flanges of
26mm each having clips of 10.Smm at 450mm centre to centre shall be fixed in a
direction perpendicular to G.I. channel w ith connecting clips made out of 2.64mm
diax230mm long
G.I. wire at every junction including fixing the gypsum board with ceiling section and
perimeter channels O.Smm thick 27mm high having flanges of
20mm and
30mm long, the perimeter of ceiling fixed to wall/partition with the help
of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm
interval including jointing and fixing to a flush finish of tapered and square edges of
the gypsum board with recommended filler, jointing tapes, finisher and two coats of
primer suitable for board as per manufactures specification and also including the
coat of making openings for light f ittings, grills, diffusers, cutouts made with frame
of perimeter channels suitably fixed all complete as per drawing and specification
and direction of the Engineer in Charge but excluding the cost of painting with :
I
sqm
FINISHING WORK
12 mm ce ment plaster in single coat of fair side of single of half brick wall for
interior plastering upto floor two level including internal rounded angles chamfers,
and/or rounded angles not exceeding 80mm. In girth and finished even and smooth
No. extra for mixing any additive.
1:4 (1 cement: 4 coarse sand)
15 mm ce ment plaster in single coat on rough side of single or half brick wall for
interior plastering upto floor to level including internal rounded angles chamfers,
and rounded angles not exceeding 80mm. In girth and finished even and smooth .
1:6(1 Cement : 6 coarse Sand).
20 mm cement plaster in two coats backing cost 17mm and finishing coat 3mm
thick of neat cement and marble dust in ratio 5:1 on rough side of single or half
brick wall for interior plastering upto floor to level including internal rounded
angles.
sqm
100.00
114.00
sqm
100.00
180.00
6 mm thick plastering on ceiling and soffits of stairs upto floor two level instead of
platering in walls.
1:3 (1 cement: 3 fine sa nd)
...
sqm
50.00
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7
-~~r
99.00
5
Extra for providing and mixing water proofing material in cement plaster work in
proportion recommended by the manufacturers.
6
Distempering (First Coat) with oil bound distemper of approved brand and
manufacture and·of required shade on undercoated wall surface to give an even
shade over & including a priming coat with cement primer of approved brand and
manufacture such as Berger, J&N, Shalimar, Asian, Paints after throughly brushing
the surface free from mortar dropping and other foreign matter and also including
preparing the surrace even with plaster of approved synthetic material and sand
papered smooth including cost of all materials.
i
As in item no. 649 above but for every coat after first coat of subsequent coat.
7
Finishing M1alls wit!:) textured exterior paint@ 3.28 ltr/10 sqm) of approved brand
and manufacture and of required shade on undercoated wall surface to give an even
shade over & including curing and cost of all material, labour, T&P etc. required for
proper completion of work. for two coat over one coat of primer applied 2.20Ltr/10
Sqm.
8
Painting 1st. Coat over priming coat (but excluding coat of priming coat) on new
wood surfaces upto 10cm width or girth or small articles not exceeding O.lOsqm. In
area wit h superior Synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac,
Dulux specified brushing to give and even shade abd including the cleaning the
'\
per bag of
50KG
Cement
Used in Mix
150.00
48.00
sqm
2378.76
39.00
sqm
2378.76
17.00
sqm
200.00
114.00
sqm
54.47
33.00
sqm
54.47
28.00
sqm
54.47
33.00
sqm
1200.25
110.00
SQM
1464.65
57.00
Sqm
3843.41
114.00
cum
2,411.39
769.00
cum
2,200.40
427.00
sqm
2411.39
26.00
sqm
4367.09
47.00
sqm
125.10
57.00
surface of all dirt, dust and oter foreign matter sand papering and scrapping
including cost of all materials, labour, T&P etc. required for proper completion of
work.
I
9
10
I
11
12
Extra over item 2a and 2b above but every coat of paint after first coat.
Applying priming coat as in item 2b above but surface overlOcm. Width or girth.
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied
as per manufacturer's specifications including appropriate priming coat,
preparation of surface, etc. complete.
On steel work
Finishing Walls with acrylic emulsion paint of approved brand and manufacture and
of required shade on undercoated wa ll surface to give an even shade over &
including curing and cost of all material, labour, T&P etc. required for proper
completion of work. for two coat.
Finishing Walls with Putty approved brand and manufacture and of required shade
on undercoated wall surface to give an even shade over & including curing and cost
of all material, labour, T&P etc. required for proper completion of work .
.
J
DISMANnlNG WORK
1
Dismolishing R.C.C work or reinforced brick work including stacking of dismantled
materials as per direction of engineerin- charge within a distance of 60
2
3
i
3
i
4
metres(200feet).
Dismolishing brick work or stone work in lime or cement mortar and including
stacking of dismantled materials as per direction of engineerin- charge within a
distance of 60 metres(200feet).
Dismantaling tile work in floor and roof laid in cement mortar including
stacking material within 50 metre lea d.
For thickness of ti les lOmm to 25mm.
Dismolishing cement concerte or brick or granlithic floors and including stacking of
dismantled materia ls as per direction of engineerin- charge within a distance of 60
metres(200feet).
As in item 697 above but floor to be stone flagged or tiled floor
Disment ling doors ,windows leaves including chaukhats but excluding hold fasts
andincluding stacking of dismantled materials as per direction of engineer- incharge within a distance of 60 metres(200feet).
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Disposa l of building rubbish I malba I similar unserviceable, dismantled or waste
materials by mechanical means including loading, transporting, unloading to
approved municipal dumping ground or as approved by Engineer- in-charge, beyond
cum
500.00
117.00
sqm
727.01
13824.00
sqm
187.37
9025.00
sqm
1601.35
4609.00
each
168.00
34200.00
rmt.
14635.50
2455.00
rmt.
10185.00
4954.00
50 m initial lead, for all loads including all lifts involved.
K
ALUMINIUM WORK
'
'
-
Frameless Spider Glazing:Supply of frameless OZONE or equivalent make spider glazing in 6mm thick clear
low E toughened glass +12mm Air gap+ 8mm clear toughened make Saint Goba in or
equivalent. For pa nel
and lOmm clear toughened glass +1.52mm clear PVB + 10 mm clear toughened
glass for fin make (Saint Gobain)/AIS included all hole and cut-out charges. The
details and drawings would be further got approved by the architect for the
architectural intent being co mpiled with. All the vertical and horizo ntal grooves in
the elevatio n shall be sea led with application of masking tapes on the edges of glass
1
and groove of 12mm width and 26mm depth shall be filled with backer rod & high
performance none staining and non bleeding clear weather silicon sealant of DOW
CORNING as specifications and standards: - 688 grade BS 5889 Type B CNS 8903
A2136 SR-19030 A-NBS ISO 11600 25HM. Spider hardware shall be of stainless steel
as details make Ozone S.S. 304 Grade o r equivalent :- CCR NI MO .08min 20min
lOmin 2min The spider fitting shall comprise of single leg, double leg, spice plate, fin
plate spider fittings, and routels.
Frameles Door
2
Supply of frame less door in 12mm clear toughened glass make Saint Gobain
Including all holes and cutout charges. Fittings For door: - Floor spring, top patch,
bottom patch, bottom locks, over penal sma ll, over penal pivot and stainless steel
handle 400mm long. make Ozone or equivalent.
Frameless the glass:-
3
Supply of 12mm clear toughened glass with polish grinding make Sa int Gobain and
clear silicon will be of Dow Corning (USA) make for joint and waterproofing, masking
tapeand 25mm x 2Smm. aluminum U channel for Glass fixing in floor & in to p hang
with L conector.
Supply and install modular toilet cubicles of MERINO make (Tita n SS series) as per
manufatu rer's std specifications. thickness of compect laminate :12mm color of HPL
boards: single co lour size of cubicle : llOOmm (w) x 1550mm (d) x 2100mm (h)
door size : 1905mm(h) x 610mm (w) overall height of cu bicle : 2100mm including
bottom gap of 130mm. Hardware & Fixing: All accesso ries shall be of Merino's make
4
SS 304 grade including all hardware/fittings. (a) SS 'U' channel (b) SS 'F' channel for
corner units (c) SS top rail (d) SS coat hook (e) SS privacy t humb turn c/w occupancy
indicator (f) SS door knob (g) SS hinges with cover (h) SS adj ust able foot-316 grade
(i) r ubber lining for groove (j) SS screws 304 G & PVC wall plugs
L
PILE WORK
Boring, providing and installation bored cast-in-situ reinforced cement concrete
piles of garde M-25 of specified diameter and length below pile cap, to ca rry a safe
working load not less than specified, excluding t he cost of st eel reinforcement but
including the cost of boring with bentonite so lution and temporary casing of
1
appropriate length for setting out and remova l of same and t he length of the pile to
be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic
pilling Rig all complet e, including removal of excavat ed earth with all its lifts and
leads (length of pile for payment shall be measured up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tube w ell boring machine shall not be used.
i
300 mm dia 5.5 metre depth
ii
750 mm dla 21..metre depth
~~
.
~
.,
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including
installation of loading platform by Kentledge method and preparation of pile head
or construction of test cap and dismantling of test cap after test etc. comp lete as
2
per specification & the direction of Engi neer in-charge. Note: 1. Initial and Routine
Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing
agency shall submitt the design of loading platform for the approva l of Engineer-incharge.
i
ii
Initial test (Test Load 2.5 t imes the Safe capacity
Initial test (Test Load 2.5 times t he Safe capacity)
3
i
Latera l load testing of single pile in accordance with IS Code of practice IS: 2911
(Part IV) for determining safe allowable lateral load on pile '.
Upto 50 tonne capacity pile
per test
1.00
16551.00
ii
Above 50 tonne and upto 100 tonne capacity pi le
per test
2.00
25378.00
sqm
777.31
1121.00
Sqm
10964.45
~
M
WATER PROOFING
-
SUNKEN PORTION(TOILETS)
-~
per test
per test
1.00
2.00
36633.00
44468.00
---·-
Surface preparation: Minor cleaning work, remova l of loose !=Oncrete and filling
cracks with polymer modified mortar using Dr. Fixit Pidicrete URP
Ma king of angle fillets all around the periphery of the wall with polymer modified
mortar using Dr. Fixit Pidiproof LW+@ 220ml per bag of cement or equivalent SIKA,
Pid lite, BASF, FOSROC etc. as approved by the architect
~
1
Supplying & sea ling the Sa nitary pipe inserts, electrica l fit-outs, etc provided in the
floor & walls with Bathseal Tape as approved by the archit ect Supplying & grouti ng
the gaps around the pipe inserts w ith Bathseal Grout, a non shrink cementitious
grout. The "Nahani" trap, etc is to be fitted securely in t he same manner & the gaps
around it to be grouted w ith non shrink Grout or equivalent SIKA, Pidlite, BASF,
FOSROC etc. as approved by the architect, as per manufacturers specification.
Supplying & applying 2 coats of Dr. Fixit Bathseal WPC in the sunken areas &
extending it up to 150mm above the fin ished floor level. This includes laying of a
150mm w ide strip of an open woven glass fiber mesh over the angle fillets on the
1st coat w hile it is still wet or equivalent SIKA, Pidlite, BASF, FOSROC etc. as
approved by the architect, as per manufacturers specification. Supplying & laying a
protective plaster in lOmm thickness in Sa nd Cement morta r admixed w ith Dr. Fixit
Pidiproof LW+@ 220ml per bag of cement or equiva lent SIKA, Pidlite, BASF,
FOSROC etc. as approved by the architect, as per manufact urers specification.
~
Terrace waterproofing
Cleaning the roof area properly using compressed air system to ensure that t he
3188.00
substrate is free from dust, laitance, debris, etc.
Spray apply an ave rage 30mm thick Dr. Fixit Foa mshield insulation with a core
density of 45-50 kg/m3, U va lue of 0.513 W /m2.K ,thermal conductivity of
0.018 W/m.k at 25 degree mean temperature as per ASTM C518/91, compressive
strength w ith rise of 4.2 kg/cm2 as per ASTM D-1621/94, fire resistance property
confirming to class 82 as per DIN 4102 or equivalent SIKA, Pidlite, BASF, FOSROC et c.
as approved by the architect
Provide and apply Dr. Fixit Roofseal, which is a single
component cold applied elastomeric waterproofing coating based on synt hetic resin
Emulsion applied with a brush/ro ller in 2 coats to achieve a OFT of 0.80lmm(consumption @ 1 liters/Sqm) or equ ivalent SIKA, Pidlite, BASF, FOSROC et c. as
approved by the architect
Conduct water ponding/flood t est after application. Water shall be filled up and
retained for at least 24 to 48 hours
After emptying the water, loosely lay 150 GSM geotextile( non-woven polyester)
A bitumen fi ller board of lOmm t hickness for construction joints shall be placed
vertically to form a rectangular bay not exceed 12m2 to 16m2. This board will aid to
meet the required slope.
I
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All around on the roof, at the parapet wall junction, an angular fillet 50mm x SOmm
shall be trowel applied in cement-sa nd mortar(cement, sand and mortar shall be
supplied by you) in 1:3 proportion
The bituminous filler board shall be exposed by means of a mechanical cutting
machine. The grooves formed by exposing the filler board shall be applied with
Polysulphide sealant, Dr. Fixit Pidiseal 42P .The width of the sealant fill shall not be
more than approx lOmmxlOmm deep or equivalent SIKA, Pidlite, BASF, FOSROC etc.
as approved by the architect
Laying protective slope with 75 mm avg thick(thickness will depend upon the
required slope and span of the building) M20 grade screeding and filling the panels
with sealant(RMC for M20 screed will be supplied by the client) or equivalent SIKA,
Pidlite, BASF, FOSROC etc. as approved by the architect
Provide and applying Dr. Fixit Fastflex (2 component, pre packed, polymer modified
cementitious C':)ating, applied with a brush in 2 coats to achieve a OFT of lmm
2
(consumption@ l :Bliters/Sqm) or equivalent SIKA, Pidlite, BASF, FOSROC etc. as
approved by the architect
Waterproofing raft
Cleaning all dirt, dust, loose material in order to achieve a so.u nd & dry surface for
application of waterproofing system. In case of pot holes/cracks, the same shall be
repaired w ith cement putty admixed with Dr. Fixit Pidicrete URP as per
manufacturer's instruction. (Sand cement to be provided free of cost at site)
Installation of 300 GSM Geotextile layer over the PCC or equivalent as approved by
the architect.
Providing and applying water proofing treatment w ith Membrane type water
proofing method using ETHYLENE PROPYLENE DIENE MONOMER i.e. EPDM
membrane, Dr.Fixit Flexshield E60 of size 6mX30 m roll of 1.52 mm thick having
tensi!e ~vength of min. 11 Mpa as per ASTM 0412 and elongation at break min
450% as per ASTM D 412, which is UV, IR and Chemically resistant to certain
chemicals which are present In the soil. Sealing all the overlapping joints of
membrane with minimum 75- 100 mm overlap with the same two component
bonding adhesive or tape like Dr.Fixit Splice Adhesive or Double Sided Secure Tape
3
which is having bond as per the manufacturer's methodology or equivalent SIKA,
Pidlite, BASF, FOSROC etc. as approved by the architect
sqm
15964.65
1520.00
Installation of 300 GSM Geotextile as a protection layer over the
waterproofing membrane or equivalent as approved by the architect.
Protect the membrane by providing & laying screed concrete of SOmm thick over
the geo-textile layer ensuring no damages to waterproofing membrane below.
(complete item in civil contractor scope) or equivalent SIKA, Pidlite, BASF, FOSROC
etc. as approved by the architect
Waterproofing For Retaining wall
The entire area shall be taken up for thorough surface preparation with compressed
air blow and mechanical removal of debris, laitance, etc. It shall be waterproofed
with a mechanica l spray application at an average thickness of 1.5 mm with Dr Fixit
Extensa R, a water-based, zero-VOC, ecofriendly,
2 part hybrid polymer based liquid membrane comprising of liquid base and its
catalyst, applied with a special twin nozzles compressed air operated gun. This spray
applied waterproofing membrane shall be exhibit outstanding properties of
adhesion onto the substrate with a peel adhesion of at least 25N as per ASTM C 794.
4
The membrane sha ll adhere to the substrate within 60 seconds of application and
shall facilitate a walk- over
within 5 minutes of its installation. It shall possess an elongation of at least 1000 %
when tested in an independent laboratory for extensibility (ASTM D
412) & give a full recovery after the elongation. It shall possess a self-sealing
~
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property and be UV stable (ASTM G 155 for 1000 hours - accelerated weathering). It
sha ll exhibit a tear strength of at least 5 NI sq/mm. when tested for ASTM D 1004
and shall never puncture even if tested in accordance with ATM E 154, stretched to
the limit. Water permeability in the said waterproofi ng material shall be nil as per
BS EN 12390-8 & water vapor transmission shall not be more than 2 g/hr/ sq.m.
when tested as per ASTM E 96, and sha ll surpass the impact resistance test as per
Sqm
7608.44
2013.00
Sqm
50.00
439.00
rmt
125.00
628.00
kg
225.00
3135.00
Sqm
1238.92
Sqm
278.12
Sqm
564.79
ASTM D 3746 or equiva lent as approved by the architect.
Providing & laying a protection layer over the waterproofing membrane of 6 mm
5
6
thick expa nded polyethylene board/dimple board before backfilling or equivalent as
approved by the architect.
Providing & installation of aluminum termination bar minimum 150 mm above
finished floor level & shall be fixed with non corrosive fastener@ 4 nos. per RM.
And sealing the termination bar with Dr.Fixit Lap Sealant or equivalent as approved
by the architect.
Providing and grouting of all tie rod cavities, Pipe penetrations and any other insert
openings on retaining wall co ncrete using high strength shrinkage compensated,
7
free flowing ce mentitious grout materia l Dr. Fixit Pidigrout lOM having 24 days
compressive strength >65 N/mm2 or equivalent SIKA, Pidlite, BASF, FOSROC etc. as
INSIDE SURFACE OF CIRCULAR COLUMNS
clean ing has to be done so as to make the surface free of dust, debris, laitance etc.
Repairing cracks by cutting and making V-groove in 25x25 mm, with SBR polymer
modified mortar Dr. Fixit Pidicrete URP. filling the groove with CM (l:3) mixed with
polymer 10% by weight of cement(cement , sand ,water will be supplied by the
client).
Provide and apply of Dr. Fixit Flexicoat PU , A single component PU based cold
applied waterproofing coating, Apply 2 [email protected] litre/sq.mtr to achieve a OFT
of approx 1.2 mm. The product must have the following technical properties: Solid
content more than 80 % as per ASTM C-836,Elongation at break> 500 % as per
ASTM D-412,Shore A hardness 50, Tensile strength 2 N/mm2.The coating must be
applied over the prepared substrate primed with Dr. Fixit Torchshield Primer or
equivalent SIKA, Pidlite, BASF, FOSROC etc. as approved by the architect.
1930.00
Providing & laying of Dr. Fixit Coal Tar Epoxy in two coats at a consumption of 3-4
sq.mtr/Kg complete or equivalent SIKA, Pidlite, BASF, FOSROC etc. as approved by
the arch itect, as per manufacturer's instruction.
Fixi ng of 300 gsm geotextile membrane over the wet second coat of coal tar epoxy
8
before soil filling.
9
WATER BODIES (External wallsl
Providing & laying of Dr. Fixit Coa l Tar Epoxy in two coats at a consumption of 3-4
sq.mtr/Kg complete or equivalent SIKA, Pid lite, BASF, FOSROC etc. as approved by
t he architect, as per manufacturer's instruction.
1681.00
WATER BODIES (Internal walls)
Cleaning and washi ng the surface of dirt and laitance to remove all the loose
materials by various mechanical.
Filling of cracks Dr Fixit Pidicrete URP Modified Mortar in the ratio Cement: Sand
(1:4) and 5% by weight of cement or equiva lent SIKA, Pidlite, BASF, FOSROC etc. as
approved by t he architect.
Rounding of the junction of t he walls and the slabs using cement mortar of 1:4 mix
admixed with a integral waterproofing compou nd confirming to IS 2645 like DR.
Fixit Pidiproof LW+@ 200 ml per 50 kgs bag of cement or equivalent SIKA, Pidlite,
BASF, FOSROC etc. as approved by the architect.
Filling of construction joints w ith polymer modified mortar.
Applying t hree coats of Dr. Fixit Fastflex @ 3kg/sq.mtr all over the slab including the
1369.90
angular fillets and extendable ove r the vertical wa lls and sprinkling sa nd over the
third coat for better adhesion with plaster. The interval between each coat of
Fastflex application is 6-8 hrs or equiva lent SIKA, Pidlite, BASF, FOSROC etc. as
~r t~
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Providing & laying a protection layer of 15-20mm thick cement mortar admixed with
Dr. Fixit Pidiproof LW+ or equ ivalent SIKA, Pidlite, BASF, FOSROC etc. as approved
10
11
12
13
14
by the architect.
Supplying and filling Cinder on foor including light ramming.
Non shrink Compound
Curing Co mpound for walls (Assume 1 litre for lOsqm )
Cold Joint Compond
.N
White Marble Jali
Providing and Fixing White Marble Jali using 40-50 mm thick stone and with almost
50 % perforation using latest technology as per manufacturer's specification as
instructed by the Architect co mplet e as per design and drawings complete.
.,
SI.
.
2850.00
24.00
55.00
1273.00
cum
kg
litre
litre
1644.67
111638.25
876.00
1158.66
Sqm
9169.63
Unit
Qty.
lOOsqm
66.32
Cum
46093.77
99.00
Cum
Cum
9043.91
18087.81
Cum
Cum
27131.72
32859.52
9.00
9.00
9.00
9.00
Cum
1975.17
106.00
Cum
44118.60
151.00
Cum
50.00
750.00
24700.00
PARKING t BOQ - CIVIL WORKS
,,
~
Description of Work
Rate in Rs.
No.
~
EARTHWORKS
1
Earth work in surface excavation not exceed ing 30 cm in depth but exceeding
1.5 m in width as well as 10 sqm on plan including disposa l of excavated earth upto
SO m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed:
i
All kinds of soil
2
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto
l.Sm. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and
ramming of excavated Earth into the trenches or into the Space between the
building and sides of foundation trenches or into the space between the building
and the sides of foundation trenches or into the plinth and removal and disposal of
surplus earth as directed by the engineer-incharges upto a distance of 30m.
(lOOfts.) from the foundation trenches. (Rate including Royalty of earth also.)
4
Add to item (251-252) for every additional 30m. (100 fts.) lead or part of 30m. (100
fts.) or for every additional 1.5 m. (Sfts.) lift or part of l.Sm. (Sfts.).
i
l.Sm to 3m
1.Sm to4.Sm
l.Sm to 6m
ii
iii
iv
5
1.Sm to 7.Sm
Filling available excavated earth (excluding rock) in t renches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6
Cartage of Ballast, Kankar, coa l,Grit or Sand etc., including loading and
unloading but excluding stacking on pucca roads. 5th km.
Sand filling in plint h including Supply of necessary quantity of sand from a distance
not exceeding 8 km. (5 miles) from the site of work and including watering,
7
ramming,dressing etc. rate to include cost of all materials, labour and T & P etc.
required for proper completion of the work.(Lead upto 30m & lift l.Sm)
8
4791.00
Antitermite treatment of along external wall where the apron is not providing using
chemical emulsion @7.5 litres/sqm of vertical surface of the substructure to a depth
of 300mm including excavation channel along the wall & rodding etc. complete.
i
9
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
Antitermite treatment of Soil under floors using chemical emulsion @ one litre per
hole, 300mm apart @100 Nos. Holes per 9.00 Sqm. including drilling 12mm
diameter holes and plugging also to match the floor properly:
Sqm
122.05
118.00
i
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
Sqm
6632.20
142.00
B
..
CONCRETE WORKS
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ii
iii
2
3
a
b
c
d
e
f
g
h
i
j
k
I
4
I
Providing and laying in posit ion cement concrete of specified grade excluding the
cost of centering and shutteringProviding and laying in position ready mixed plain
cement concrete, with cement content as per approved design mix and
manufactured in fully automatic batching plant and t ransported to site of work in
transit mixer for all leads, having continuous agitated mixer, manufactured as per
mix design of specified grade for plain cement co ncrete work, including pumping of
R.M.C. from t ransit mixer to site of laying and curing, excluding t he cost of entering,
shutte ring and finishing, including cost of curing,admixtures in omme nded
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve
workability without impairing strength and durability as per direction of the
Engineer-in-charge. -All work up to plinth level :
M-10 grade plain cement concrete (cement content considere
@ 220 kg/cum)
M-7.5 grade pl~in cement co ncrete (cement content conside re
@ 200 kg/cum) ~
M-5 grade plain cement concrete (cement content conside re
@ 180 kg/cum)
Extra for lifting co ncrete from plinth leve l and upto floor V level
Ce nter ing and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of co lumns, etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string
courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Stairs, (excluding landings) except spiral-staircases.
Arches, domes, vaults up to 6 m span
Extra for sh uttering in circular work (20% of respective ce ntering and shuttering
items).
Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills,
string courses, bands, copings, bed plates, anchor blocks and t he like.
Weather shade, Chajjas, corbe ls etc., including edges.
Edges of slabs and breaks in floors and wa lls
Under 20 cm wide
Above 20 cm wide
Extra for additional height in centering, shutteri ng where ever required with
adequate bracing, propping etc., including cost of de-shuttering and decentering at
all levels, over a height of 3.5 m, fo r every additional height of 1 metre or part
thereof (Plan area to be measured).
measured)
cum
15.00
5551.00
cum
754.92
5406.00
cum
15.00
5260.00
cum
30.00
934.00
SQM
369.84
186.00
SQM
0.00
342.00
SQM
SQM
SQM
SQM
SQM
SQM
20663.70
0.00
3432.61
3617.58
721.26
100.00
381.00
381.00
315.00
430.00
375.00
1012.00
SQM
0.00
86.00
SQM
50.00
186.00
SQM
100.00
467.00
Rmt
sqm
33.51
488.32
110.00
483.00
SQM
0.00
151.00
cum
1392.70
13219.00
Qtl
24000.04
5334.00
Providing, hoisting and fixing up to floor five level precast reinforced cement
5
concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1
cement: 3 coarse sa nd), cost of required centering and shuttering but excluding the
cost of reinforcement, with M35 grade concrete
6
Steel reinforcement for R.C.C. work including stra ightening, cutting, bending, placing
in position and binding all complete upto plinth level And above plinth level
i
Thermo-Mecha nica lly Treated bars
Providing and laying in position machine batched and machine mixed design mix M25 gra de cement co ncrete for reinforced cement concrete work, using cement
content as per approved design mix, including pumping of concrete to site of laying
but excluding the cost of centering, shuttering, finishing and reinforcement,
7
including admixtures in recommended proportions as per IS: 9103 to acce lerate,
reta rd setting of concrete, improve workability without impairing strength and
durability as per direction of Engineer-in-charge.
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(Note:- Cement content considered in this item is@ 330 kg/Cum. Excess/less
cement used as per design mix is payable/recoverable separate ly) .
i
Cum
ii
All works above plinth leve l upto floor V level.
Extra for providing richer mixes at all floor levels.
Note:- Excess/less cement over the specified cement conte nt used is payable
Cum
2822.20
8234.99
5981.00
6663.00
Cum
11057.19
72.00
Sqm
131.79
142.00
metre
658.95
437.00
Cum
35.00
4180.00
Cum
35.00
342.00
Cum
10.00
484.00
Sqm.
86.96
66.00
Cum
39.45
6067.00
cum
0.52
Sqm
36.00
1605.00
Sqm
36.00
261.00
Sqm
36.00
99.00
each
60.00
111.00
8
/recoverable separately.
i
Providing M-30 grade concrete instead of M-25 grade BMC I RMC. (Note:- Cement
9
content considered in M -30 Is @ 340 kg/ kg/cum)
Providing and fixing 50 mm thick shalitex board for expansi6n joints between
column, beam, slab and walls etc. as per manufacturers specification and
10
recommendation.
Providing and fi_xing sheet coveri ng over expansion joints with iron screws as per
design.
~
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1
Aluminium fluted strips 3.15 mm thick.
200 mm wide
BR/Cl< WORKS
..
'
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.
Class-150 (Non Modular) brick work in 1:6 cement and coarse sand mortar in
i
2
i
As in item (303) above, but in 1:4 cement and Coarse sa nd mortar.
As in item {303) above but In super structure above plinth level upto f loor five level
including necessary cutting and moulding of brick work as required and also
including honey combed brick in thickness of wall more than 12cm.
As in item (309) above, but in superstructure for wall thickness 12cm. And
below add extra.
3
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third
course of half brick masonry (with F.P.S. bricks).
Providing and laying autoclaved aerated cement blocks masonry with 200/100 mm
thick AAC blocks in super structure above plinth level up to floor V level in cement
4
mortar l:4 (1 cement: 4 coarse sand). The rate includes providing and placing in
position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
D
1
i
2
i
3
4
5
WOOD & PVC WORK
Providing wood work in frames of doors, windows, clerestory windows and other
frames, wrought framed and fixed in position with hold fast lugs or with dash
fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for
separately).
Supply and fixing of flush doors, commercial quality conforming to IS: 2202 Part I
(1983) including fixing of wooden cleats and stoppers and including fixing and
adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screws to
be supplied departmentally.
Same as item No. (470) & Extra for providing lipping with 2nd class teak wood
battens 25 mm minimum depth on all edges of flush door shutters (over all area of
door shutter to be measured).
Extra for cutting rebate in flush door shutters (Total area of the shutter to be
measured).
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10
mm diameter bolts, nuts and wooden plugs and embedding in cement concrete
block 30x10x15cm 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size)
85500.00
Providing and fixing Alu minium extruded section body tubu lar type universa l
6
7
hydraulic door closer (having vrand logo with 151, 15:3564, embossed on the body,
door weight upto 36kg to 80kg and door width from 701mm to lOOOmm) with
double speed adjustment with necessary accesso ries and screws et c. co mplete.
each
20.00
969.00
300x10 mm
lOOxlO mm
Providing and fixing aluminium handles of approved make anodized (anodic coating
not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or
shade with necessry screws etc. complete.
125mm
each
40.00
each
10.00
99.00
42.00
each
l OOmm
each
40.00
10.00
61.00
47.00
each
20.00
26.00
each
10.00
731.00
sqm
72.00
522.00
Kg.
97627.68
55.00
Kg.
4865.18
55.00
Sqm
817.70
3124.00
5qm.
4051.14
1068.00
Sqm.
65.09
593.00
Sqm
19423.75
546.00
Providing and fixing aluminium tower bolts ISi marked anodised (a nodic coating not
less than grade AC 10 as per IS : 1868 ) transparent o r dyed to required colour or
shade with necessary screws etc. complete:
i
ii
8
i
ii
9
Providing and fixing aluminium hanging floor door stopper ISi marked anodised
(anodic coating not less t han grade AC 10 as per IS : 1868) transparent or dyed to
required colour and shade with necessary screws etc. complete.
i
10
Single rubber stopper
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISi marked,
with six levers and a pair of anodised (anodic coati ng not less than grade AC 10 as
per IS: 1868) aluminium lever handles of approved quality with necessary screws
etc. complete
Providing & Fixing 1.00mm thick decorative high pressure laminated sheet of plain/
11
E
1
i
F
1
wood grain in gloss I matt I suede finish with high density protective surface layer
and reverse side of adhesive bonding quality conforming t o IS : 2046 Type S,
including cost of adhesive of approved quality.
.
'
Mild steeland iron work of small size and section such as holding down woods, hold
fasts tierods, grat ing, et c. (When not included in and over all rates) brought to
requried form including supply of steel and its wastage including cost of bolts, nuts if
requried for proper completion of work including fabrication of holes in door
chaukhats and nosing.
Fabrication of grill/ stairs case railing.
FLOORING & DADO WORK
Providing and laying 70 mm thick Agra Red Stone flooring over 20 mm (average)
thick base of cement mortar 1:5 (1 cement :5 coarse sand) with j oints 3 mm thick,
side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with
pigment to match the shade of stone and pointing with same mortar.
Providing & Laying 25mm Kota stone slab flooring over 20 mm thick base of cement
2
mortar 1:4 (1 cement: 4 coarse sand) laid over and jointed with grey cement slurry
mixed with pigment to match the shade of the slab including rubbing and polishing
complete.
3
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 10
mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement
slurry mixed with pigment to match the shade of the slabs, including rubbing and
polishing complete.
Providing & laying 75 mm thick vc1cuum dewatered flooring (tremix floor) of RMC of
grade M-25 including providing & making 8mm wide and 20mm deep groove at
4mtr. x 6mtr. maximum panels or as directed and filling the groove with sealant
4
(colpor 200 of fosroc chem ica l or approved make), side shuttering with MS
channels, vibrating concrete by using screed vibrator and suction dewatering using
approved make equipment and finishing the top surface to required level and grade
using power trowels of standard make excluding nominal steel reinforcement.
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Extra for providing and mixing water proofing material in cement concrete work in
doses by weight of cement as per manufactu rer's specification.
per SO kg
cement
2471.00
45.00
Rmt.
248.44
135.00
each
21.00
156.00
sqm
238.59
114.00
sqm
100.00
114.00
sqm
100.00
180.00
sqm
50.00
99.00
per bag of
50KG
Cement
Used in Mix
150.00
48.00
sqm
95.44
39.00
sqm
95.44
17.00
sqm
200.00
114.00
sqm
16.44
33.00
sqm
502.96
28.00
ROOF & FALSE CEILING WORK
'•
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4
sto ne aggregate lOmm and down gauge) including finishing with cement mortar 1:3
(1 cement: 3 fine sand) as per sta nda rd design.
In 75x75mm deep chase.
Making khurras 45x45 cm with average minimum thickness of 5 cm cement
co ncrete 1:2:4 (1 cement: 2 coarse sand: 4 grad_ed stone aggregate of 20 mm
nomina l size) over P.V.C. sheet lmxlmx400micron, finished with 12mm cement
plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, ro unding t he
edges and making and finishing the outlet complete.
~
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2
.FINISHING WORK
12 mm cement plaster in single coat of fair side of single of half brick wall for
interior plastering upto floor two level including internal rounded angles chamfers,
and/or rounded angles not exceeding 80mm. In girth and finished even and smooth
No. extra for mixing anv additive.
1:4 (1 cement: 4 coa rse sand)
15 mm cement plaster in single coat on rough side of single or half brick wall for
interior plastering upto floor to level including internal rounded angles chamfers,
and rounded angles not exceeding 80mm. In girth and fi nished even and smooth .
i
3
1:6(1 Cement : 6 coa rse Sand).
20 mm cement plaster in two coats backing cost 17mm and finishing coat 3mm
i
4
thick of neat cement and marble dust in ratio 5:1 on rough side of single or half
brick wa ll for interior plastering upto floor to level including internal rounded
angles.
1:4 (1 cement: 4 coarse sa nd)
6 mm thick plastering on ceiling and soffits of stairs upto floor two leve l instead of
i
5
6
platering in walls.
1:3 (1 cement: 3 fine sand)
manufacture and of required shade on undercoated wall surface to give an even
shade over & including a priming coat with cement primer of approved brand and
manufacture such as Berger, J&N, Shalimar, Asian, Paints after throughly brushing
the surface free from mortar dropping and other foreign matter and also including
preparing the surface even with plaster of approved synthetic material and sa nd
papered smooth including cost of all materials.
i
7
8
i
As in it em no. 649 above but for every coat after first coat of subsequent coat.
Finishing wa lls with textured exterior paint@ 3.28 ltr/ 10 sqm) of approved brand
and manufacture and of required shade on undercoated wall surface to give an even
shade over & including curing and cost of all material, labour, T&P etc. required for
proper com plet ion of work. for two coat over one coat of primer applied 2.20Ltr/10
Sqm.
Painting 1st. Coat over priming coat (but excluding coat of priming coat) o n new
wood surfaces upto 10cm w idth or girth or small articles not exceeding 0.10sqm. In
area with superior Synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac,
Dulux specified brushing to give and even shade abd including the cleaning the
surface of all dirt, dust and oter foreign matter sand papering and scrapping
including cost of all mat erials, labour, T&P etc. required for proper completio n of
wo rk.
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10
Finishi ng with Epoxy pa int (two or more coats) at all locations prepared and applied
as per manufacturer's specifications including appropriate priming coat, preparation
sqm
16.44
33.00
sqm
486.52
110.00
SQM
143.15
57.00
Sqm
238.59
114.00
rmt.
rmt.
5527.50
3885.00
24 55.00
4954.00
Initial test (Test Load 2.5 times the Safe capacity
Initial test (Test Load 2.5 times the Safe capacity)
Lateral load testing of single pile in accordance with IS Code of practice IS : 2911
(Part IV) for determining safe allowable latera l load on pile :
per test
per t est
1.00
2.00
36633.00
44468.00
i
ii
Upto 50 tonne capacitv pi le
Above 50 tonne and upto 100 tonne capacity pile
per test
per test
1.00
2.00
16551.00
25378.00
I
WATER PROOFING
Waterproofing raft
i
11
12
of surface, etc. complete.
On steel work
Finishing Walls with acryl ic emu lsion paint of approved brand and manufacture and
of required shade on undercoated wall surface to give an even shade over
& including curing and cost of all material, labour, T&P etc. required for proper
comp letion of work. for two coat.
Finishing Walls with Putty approved brand and manufacture and of required shade
on undercoated wa ll surface to give an even shade over & including curing and cost
of all material, labour, T&P etc. required for proper completion of wo rk.
\
I
1
,,<
.PILE WORK"
Boring, providing and installation bored cast-in-situ reinforc~d cement concrete
pi les of garde M -25 of specified diameter and length below pile ca p, to carry a safe
working load not less than specified, exclud ing t he cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic
pi lling Rig all com plete, Including removal of excavated earth with all its lifts and
leads (length of pile for payment shall be measured up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be
i
ii
2
used.
300 mm dia 5.5 metre depth
750 mm dia 21 metre depth
Vertical load testing of piles in accordance with IS 2911 (Part IV) Including
installation of loading platform by Kentledge method and preparation of pile head
or construction of test cap and dismantling of test cap after test etc. complete as
per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine
Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing
agency shall submitt the design of loading platform for the approval of Engineer-incharge.
i
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3
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Clea ning all dirt, dust, loose material in order to achieve a sound & dry surface for
application of waterproofing system. In case of pot holes/cracks, the same shall be
repa ired with cement putty admixed w ith Dr. Fixit Pidicrete URP as per
manufacturer's instruction. (Sand cement to be provided free of cost at site)
Installation of 300 GSM Geotextile layer over the PCC or equivalent a's approved by
t he architect.
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Providing and applying water proofing treatment with Membrane type water
proofing method using ETHYLENE PROPYLENE DIENE MONOMER i.e. EPDM
membrane, Dr.FiKit Flexshield EGO of size 6mX30 m roll of 1.52 mm thick having
tensile strength of min. 11 Mpa as per ASTM 0412 and elongation at break min
450% as per ASTM D 412, which is UV, IR and Chemically resistant to certain
chemicals which are present in the soil. Sea ling all the overlapping joints of
membrane with minimum 75-100 mm overlap with the same two component
bond ing adhesive or tape like Dr.Fixit Splice Adhesive or Double Sided Secure Tape
1
which is having bond as per the manufacturer's methodology or equivalent SIKA,
Pidlite, BASF, FOSROC etc. as approved by t he architect
sqm
6029.27
Sqm
4264.93
2013.00
Sqm
50.00
439.00
rmt
125.00
628.00
kg
225.00
31.00
kg
litre
litre
94350.00
682.00
55.00
UNIT
QTY.
1520.00
Installation of 300 GSM Geotextile as a protection layer over the waterproofing
membrane or equivalent as approved by the architect.
Protect the membrane by providing & laying screed concrete of 50mm thick over
the geo-teKtile_layer ensuring no damages to waterproofing membrane below.
(complete item in 'Civil contractor scope) or equ ivalent SIKA, Pidlite, BASF, FOSROC
etc. as approved by the architect
Waterproofing For Retaining wall
The entire area sha ll be taken up for thorough surface prepa ration with compressed
air blow and mechanical removal of debris, laitance, etc. It shall be waterproofed
with a mechanical spray application at an average thickness of 1.5 mm with Dr Fixit
Extensa R , a water-based, zero-voe, ecofriendly,
2 part hybrid polymer based liquid membrane comprising of liquid base and its
2
catalyst, applied with a special twin nozzles compressed air operated gun. This spray
applied waterproofing membrane shall be exhibit outsta nding properties of
ad hesion onto the substrate with a peel adhesion of at least 25N as per ASTM c 794.
The membrane sha ll adhere to the substrate within 60 seconds of application and
sha ll faci litate a wa lk- over
w ithin 5 minutes of its installation. It shall possess an elo ngation of at least 1000 %
w hen test ed in an independent laboratory for extensibility (ASTM D
412) & give a full recovery after the elongation. It shall possess a self-sea ling
property and be UV stable (ASTM G 155 for 1000 hours - accelerated weathering). It
shall exhibit a tear strength of at least 5 NI sq/m m. when tested for A5TM D 1004
and shall never pu ncture even if tested in accordance with ATM E 154, stretched to
the limit. Water permeability in the said waterproofing material shall be nil as pe r BS
EN 12390-8 & water vapor transmission shall not be m ore than 2 g/hr/ sq.m. when
tested as per ASTM E 96, and shall su rpass the impact resistance test as per ASTM D
3746 or equivalent as approved by the architect.
3
Providing & laying a protection layer over t he waterproofing membrane of 6 mm
t hick expa nded polyethylene board/dimple board before backfilling or equiva lent as
Providing & installation of aluminum termination bar minimum 150 mm above
4
f inished f loor level & sha ll be fixed with non corrosive fastener@ 4 nos. per RM.
And sealing the t ermination ba r with Dr.Fixit Lap Seala nt or equiva lent as approved
by the architect.
Providing and grouting of all t ie rod cavities, Pipe penetrations and any other insert
open ings on ret aining wall concrete using high strength shrinkage compensated,
5
6
7
8
free flowing cementitious grout material Dr. Fixit Pidigrout lOM having 24 days
compressive stre ngth >65 N/ mm2 or equivalent SIKA, Pidlite, BASF, FOSROC etc. as
Non shrink Com pound
Curing Com pound fo r walls (Assume ! litre for lOsqm)
Cold Joint Com pond
535.65
24.00
1273.00
STP, BOO- CIVIL WORKS
SI. No.
DESCRIPTION
.........
Rate i n ~ ~
A
1
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto l.Sm. (5
fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated
Earth into the trenches or into the Space between the building and sides of foundation
trenches or into plinth and removal and disposal of surplus earth as directed by the
engineer-incharges upto a dista nce of 30m. (100 fts.) from the foundation trenches.(Rate
CUM
121.83
99.00
RM
28.28
197.00
CUM.
114.29
106.00
SQM
44.00
2.00
CUM
4.49
4560.00
CUM
0.12
8267.00
per bag of
50KG of
cement
25.00
45.00
Including Royalty of earth also)
2
a
i
2
3
Excavating trenches of required w idth for pipes, cables, etc. including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto l.5m including getting out
the excavated soil, and then returning the soil as required, in layers not exc
All kinds of soil.
Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia.
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
and watering, lead up to 50 m and lift upto 1.5 m.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of
rubbish upto a distance of 50 m outside the periphery of the area cleared.
B
CONCRETE WORKS
1
Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coa rse sand : 8 graded Stone
Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc.
required for proper completion of the work and curing complete, also including cost of
formwork in foundation & floors.
Providing and fixing up to floor five level precast cement concrete solidblock, including
2
a
3
c
1
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Extra for providing and mixing water proofing materia·I in cement concrete work @ lkg per
SOkg of cement.
Centering and shuttering including strutting, propping etc. and removal of form for:
a
SQM
3.37
b
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position
SQM
34.32
186.00
381.00
SQM
156.23
430.00
Qtl
10.13
5334.00
CUM
CUM
21.92
5981.00
4.51
6663.00
CUM
18.86
72.00
c
'-
hoisting and setti ng in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of
required centering, shuttering complete :
2
a
3
and binding all complete upto & above plinth level.
Thermo-Mechanically Treated bars.
Providing and laying in position machine batched and machine mixed design mix M-25
grade cement concrete for reinforced cement concrete work, using cement content as per
approved design mix, including pumping of concrete to site of laying but excluding the cost
of centering, shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength and durability as per direction of Engineerin-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used
as per design mix is payable/recoverable separately).
i
ii
All works above plinth level upto floor V level.
4
Note:- Excess/less cement over the specified cement content used is payable /recoverable
separately.
a
Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content
considered in M-30 is @ 340 kg/cum).
D
STEEL WORK
'
-~•>
~
~
~\~
B. U. xhiH{,)ll f~I f:rrr.T
r
~.
~. ;~~-f;;tiJ.fti.)
:"' ?T -;.i1 ft·, .0"!:i.,1'!.
,
.
~cRTQft~fl1oi-:. ;,.,
~~-:1f"HT
1
Mild steeland iron work of sma ll size and section such as holding down woods, hold fasts
tierods, grating, etc. (When not included in and over all rates) brought to requried form
incl uding supply of steel and its wastage including cost of bolts, nuts if requried for proper
completion of work including fabrication of holes in door chaukhats and nosing.
KG
50.00
55.00
sqm
10.00
308.00
sqm
23 .51
859.00
sqm
23.51
463.00
SQM
82.67
114.00
1:6(1 Cement: 6 coarse Sand).
20 mm cement plaster in two coats backing cost 17mm and finishing coat 3mm thick of
neat cement and marble dust in ratio 5:1 on rough side of single or half brick wall for
interior plastering upto floor to level including internal rounded angles.
SQM
2.76
114.00
6 mm thick plastering on ceiling and soffits of stairs upto floor two level instead of platering
in walls.
SQM
2.76
180.00
Add or deduct for plaster drip course/ groove In or moulding to R.C.C. projections.plastered
surface
SQM
23.51
99.00
metre
32.00
29.00
per bag of
50KG Cement
Used in Mix
20.00
48.00
SQM
106.18
114.00
SQM
106.18
39.00
SQM
5.51
114.00
E
FLOORING WORK
1
Cement concrete flooring 1:2:4 (l cement : 2 coarse sand : 4 graded stone of size 20mm
nominal size) laid one layer finished with floating coat of neat cement (40mm thick cement)
2
Providing and laying Ceramic glazed floor tiles 300x300 mm [thickness to be specified by
the manufacturer) of l st quality conforming to 15 : 15622 of approved make in all colours,
shades, expect White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar l:
4 (1 Cement : 4 Coarse sand ) including pointing the joints with white cement and matching
pigments etc., complete.
~
F
ROOFING
Providing and laying pressed clay tiles (as per approved pat tern 20 mm nominal thickness
1
of approved size) on roofs jointed w ith cement mortar 1:4 (1 cement : 4 coarse sand) mixed
with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar
1:4 (1 cement : 4 coarse sand) and finished neat complete.
G
FINISHING WORK
1
12 mm cement plaster in single coat of fair side of single of half brick wall for interior
plastering upto floor two level including internal rounded angles chamfers, and/or rounded
angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any
additive.
l
2
i
3
i
4
I
I
5
15 mm cement plaster in single- coat on rough side of single or half brick wall for interior
plastering upto floor t o level including internal rounded angles chamfers, and rounded
angles not exceeding 80mm. In girth and finished even and smooth .
6
7
8
9
Finishing Wa lls with Putty approved brand and manufacture and of required shade on
undercoated wall surface to give an even shade over & including curing and cost of all
material, labour, T&P etc. required for proper completion of work.
Distempering (First Coat) with oil bound distemper of approved brand and manufacture
and of required shade on undercoated wall surface to give an even shade over & including
a priming coat with cement primer of approved brand and manufacture such as Berger,
J&N, Shalimar, Asian, Paints after throughly brushing the surface free from mortar dropping
and other foreign matter and also including preparing the surface even with plaster of
approved synthetic material and sand papered smooth including cost of all materials.
Finishing walls with textured exterior paint @ 3.28 ltr/10 sqm) of approved brand and
manufacture and of required shade on undercoated wall surface t o give an even shade
over & including curing and cost of all material, labour, T&P etc. required for proper
completion of work. for two coat over one coat of primer applied 2.20Ltr/10 Sqm.
cs,,v
~
~ 'iif rl~
'3o ~- xi-~ f;T,frcr1 j:rv; f:.-:i.
'
\
~
.,
;1-, _
~·"
2.S
10
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface,
etc. complete.
i
On steel work
H
DRAINAG E work;Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps
etc, suitable for flanged jointing as per IS: 1538:
1
i
Up to 300 mm dia
2
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes 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 :
i
250 mm dia. R.C.C. pipe
3
Replacement of M .S. foot rests in manhole including dismantling concrete block and fixing
with 20x20x10 cm c,_ement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size)
i
With 20x20 mm square bar
4
Supplying and fixing C.I. cover without frame for manholes:
560 mm diameter C.I. cover (heavy duty) the weight of t he cover to be not less than 108 kg
I
5
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape
and approved quality
i
Circular shape 560 mm internal diameter
I
WATER PROOFING
Providing and laying APP (Atactic Polypropylene Polymer modified prefabricated five layer
3 mm thick water proofing membrane, Black finished reinforced with nonwoven polyester
matt consisting of a coat betumen primer for betumen mambrane @ 0.40Kg per sqm, 2nd,
4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type
bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane
APP modified Polymeric membrane 1.Smm thick of 2.25 Kg/sqm weight consisting of five
layers prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides
with polymeric mix and the polymeric mix is protected on both side with 20micron
HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation
10 grouted with cement mortar 1:3 (lcement:3 fine sand) mixed with 2% integral water
proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1
cement : 3 fine sand) and finished neat ( item of laying brick tiles shall be paid for
separately).
1
UG Tank & Pumi;1 Room,
SI. No_.
A
1
2
a
i
3
SQM
5.00
110.00
quintal
0.24
6266.00
rmt.
8.40
445.00
each
10.00
57.00
each
2.00
5592.00
each
2.00
1435.00
SQM
23.51
427.00
UNIT
QTY.
Rate In Rs.
CUM
147.00
99.00
RM
32.00
197.00
CUM.
40.32
106.00
eog- CIVIL WORKS
DESCRIPTION
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.Sm. (5
Earth into the trenches or into the Space between t he building and sides of foundation
t renches or into plinth and removal and disposal of surplus earth as directed by the
engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.(Rate
Excavating trenches of required width for pipes, cables, etc. including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.Sm including getting out
the excavated soil, and then returning the soil as required, in layers not exc
All kinds of soil.
and watering, lead up to SO m and lift upto 1.5 m.
Y~
,
~
B .. Jr. '1 1\Jiq~n R~:~;l
.... - - r-. _ _
__.,,._.,.
f.°Wi ftl•
~, .--- - ~
'
.
"
..
'
·r~
Ollu
.-·
I •j
4
B
Clearing jungle incl uding uprooting of rank vegetation, grass, brush wood, trees and
rubbish upto a distance of SO m outside the periphery of the area cleared.
SQM
60.00
2.00
CUM
6.54
4560.00
CUM
8.36
8267.00
per bag of
50KG of
50.00
45.00
SQM
14.60
380.00
CONCRETE WORKS
Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coarse sand : 8 graded Stone
1
2
a
3
Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc.
required for proper complet ion of the work and curing complete, also including cost of .
formwork in foundation & floors.
Providing and fixing up to floor five level precast cement concrete solidblock, including
hoisting and setting in position with cement mortar 1:3 (1 cenient : 3 coarse sand), cost of
required centering, shuttering complete :
1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Extra for providing~and mixing water proofing material in cement concrete work @ lkg per
50kg of cement.
cement
Making Plinth Protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand:
6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast
4
c
1
40mm nominal size, well rammed and consolidated and grouted with fine sand, including
fini shing the top to give smooth finish and proper grade.
Centering and shuttering including strut ting, propping etc. and removal of form for :
a
SQM
13.16
186.00
b
SQM
59.28
c
lintels, beams, plinth beams, girders, bressumers and cantilevers
15.55
169.90
381.00
315.00
430.00
d
SQM
SQM
e
Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string
courses, bands, copings, bed plates, anchor blocks and the like.
SQM
3.82
186.00
SQM
9.49
467.00
Qtl
42.20
5334.00
All work.s upto plinth level.
CUM
39.38
5981.00
CUM
13.19
6663.00
CUM
19.46
72.00
each
2.00
1435.00
cum
0.05
f
. Weather shade, Chajjas, corbels etc., including edges.
2
and binding all complete upto & above plinth level.
a
3
of centering, sh uttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength and durability as per direction of Engineerin-charge.
(Note :· Cement content considered in this item is @ 330 kg/cum. Excess/less cement used
I
Ii
4
Note:- Excess/less cement over the specified cement content u sed is payable /recoverable
separately.
a
Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content
considered in M -30 is@ 340 kg/cum).
6
Providing and fixing in position pre-cast R.C.C. manhole cover and frame o f required shape
and approved quality
I
Circular shape 560 mm internal diameter
D
WOOD & PVC WORK
1
Providing wood work in frames of doors, windows, clerestory w indows and other frames,
wrought framed and fixed in position:
I
Fram e
-
-~
i
\ ,t.~-:~. ~ .(f;w.)
......
86922.00
~L.._
Shutter
2
Supply and fixing of flush doors, commercial quality conforming to IS : 2202 Part-I (1983)
including fixing of wooden cleats and stoppers and including fixing and adjustment of
hinges, bolts, locks, handles, springs, fitting with necessary screws to be supplied
departmentally.
i
sqm
1.89
1605.00
3
Same as item No. (470) & Extra for providing lipping with 2nd class teak wood battens 25
mm minimum depth on all edges of flush door shutters (over all area of door shutter to be
measured).
sqm
1.89
261.00
4
Providing and fixing aluminium sliding door bolts ISi marked an.odised (anodic coating not
less t han grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with
nuts and screws etc. complete:
each
2
218.00
EACH
2.00
99.00
EACH
2.00
61.00
KG
50.00
55.00
KG
254.15
55.00
sqm
5.00
308.00
sqm
40.23
1068.00
sqm
3.17
593.00
sqm
63.24
794.00
sqm
27.70
859.00
sqm
27.70
410.00
I
300x16mm
5
Providing and fii:cing aluminium tower bolts ISi marked anodised (anodic coating not less
than grade AC 10 as per IS : 1868 ) transparent or dyed to requ ired colour or shade with
necessary screws etc. complete :
i
300x10 mm
7
Providing and fixing aluminium handles of approved make anodized (anodic coating not less
than grade AC 10 as per IS : 1868) transparent .or dyed to required colour or shade with
necessry screws etc. complete.
I
125 mm
E
STEEL WORK
Mild steeland iron work of small size and section such as holding down woods, hold fasts
t ierods, grating, etc. (When not included in and over all rates) brought to requried form
including supply of steel and its wastage including cost of bolts, nuts if requried for proper
1
2
F
FLOORING WORK
1
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone of size 20mm
nominal size) laid one layer finished with floating coat of neat cement (40mm thick cement)
Providing & Laying 25mm Kota stone slab flooring over 20 mm thick base of cement mortar
1:4 (1 cement : 4 coarse sand) laid over and jointed with grey cement slurry mixed with
2
pigment to match the shade of the slab including rubbing and polishing complete.
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 10 mm
thick cement morta r 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry
mixed with pigment to match the shade of the slabs, including rubbing and polishing
com plete.
3
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness
to be specified by the manufacture ) of approved make in all colours, shades except
burgu ndy, bottle green, black of any size as approved by Engineer-in-Charge
4
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by
the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours,
shades, expect White, Ivory, Grey, Fume Red Brown, laid on 20 m m t hick Cement Mortar 1:
5
4 jl Cement: 4 Coarse sand ) including pointing the joints w ith whit e cement and matching
pigments etc., complete.
G
ROOFING
Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal t hickness
of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed
1
with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar
1:4 (1 cement: 4 coarse sand) and finished neat complete.
H
FINISHING WORK
1
12 mm cement plaster in single coat of fair side of single of half br ick wall for interior
plastering upto floor two level including ?nternal rounded angles chamfers, and/or rounded
angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any
additive.
~iL3fferll~
B. ~. '(I\,~ Q f:r:n"ul ~,rn:! k:10
'VflRl ~qt. 3iT.Txl
,
'I,.~... 1.q~.)
..,.,
,i
~.'17.T- r.::r f~· ~'
.
-.ozP
,
i
2
i
3
i
4
I
5
15 mm cement plaster in single coat on rough side of single or half brick wall for interior
plastering upto floor to level including internal rounded angles chamfers, and rounded
angles not exceeding 80mm. In girth and finished even and smooth .
SQM
70.29
114.00
20 mm cement plaster In two coats backing cost 17mm and finishing coat 3mm thick of
neat cement and marble dust in ratio 5:1 on rough side of single or half brick wall for
interior plastering upto floor to level including internal rounded angles.
SQM
29.24
114.00
6 mm thick plastering on ceiling and soffits of stairs upto floor t~o level instead of platering
in walls.
Add or deduct for plaster drip course/ groove in or moulding to R.C.C. projections.plastered
surface
Extra for , providing- and mixing water proofing material in cement plaster work in
SQM
29.24
180.00
SQM
64.19
99.75
metre
32.00
29.00
per bag of
SOKG Cement
Used in Mix
20.00
48.00
SQM
134.48
114.00
SQM
134.48
39.00
SQM
58.48
114.00
SQM
0.86
33.00
sqm
0.86
28.00
sqm
0.86
33.00
SQM
30.42
110.00
KG
61.66
3~2.00
6
7
8
9
10
11
12
13
Finishing Walls with Putty approved brand and manufacture and of required shade on
undercoated wall surface to give an even shade over & including curing and cost of all
mate1 ial, labour, T&P etc. requir~d for proper comjlletion of work.
Distempering (First Coat) with oil bound distemper of approved brand and manufacture
and of required shade on undercoated w all surface to give an even shade over & including
a priming coat with cement primer of approved brand and manufacture such as Berger,
J&N, Shalimar, Asian, Paints after throughly brushing the surface free from mortar dropping
and other foreign matter and also including preparing the surface even with plaster of
approved synthetic material and sand papered smooth including cost of all materials.
Finishing walls with textured exterior paint @ 3.28 ltr/10 sqm) of approved brand and
manufacture and of required shade on undercoated wall surface to give an even shade
over & including curing and cost of all material, labour, T&P etc. required for proper
completion of work. for two coat over one coat of primer applied 2.20Ltr/10 Sqm.
Painting 1st. Coat over priming coat (but excluding coat of priming coat) on new wood
surfaces upto 10cm width or girth or sma ll articles not exceeding O.lOsqm. In area with
superior Synt hetic enamel such as luxol 3, Hi gloss Apcolite, Superlac, Dulux specified
brushing to give and even shade abd including the cleaning the surface of all dirt, dust and
oter foreign matter sand papering and scrapping including cost of all materials, labour, T&P
etc. required for proper completion of work.
Finishing w ith Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface,
etc. complete.
i
On steel work
I
ALUMINIUM WORK
1
i
Providing and fixing alu{Tlinium work for doors, windows, ventilators and partitions with
extruded built up standard tubu lar sections/appropriate Z sections and other sections of
approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required
dia and size including necessary filling up of gaps at junctions, i.e.at top, bottom and sides
with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust
free, straight, mitred and jointed mechanically wherever required including cleat angle,
Aluminium snap beading for glazing I 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 for separately) :
Anodised aluminium (anodised transparent or dyed to required shade according to IS:
1868, Minimum anodic coating of grade AC 15)
C6~
-
,... ·., .
~· "'7l"f
• •\
.
. )
... ( ~
z::1,;:~.. .::.r.,11dtt
~"~~,-~
.
"{ '~ .;r."1itT
cl1V~M~oftifo
~ -·
2
i
3
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots
and making provision for fi xing of fittings wherever required including the cost of EPDM
rubber / neoprene gasket required (Fittings shall be paid for separately)
Anodised aluminium (anodised transparent or dyed t o required shade according to IS:
1868, Minimum anodic coat ing of grade AC 15)
Providing and fixing glazing in aluminiu m door, window, ventilat or shutters and partitions
etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings
and the d irections of engineer-incharge . (Cost of aluminium snap beading shall be paid in
KG
24.28
385.00
SQM
4.32
665.00
SQM
27.70
427.00
Unit
Qty.
Rate In Rs.
Cum
3341.89
99.00
Cum
270.36
750.00
Sqm
18503.57
2.00
cum
1050.95
5406.00
basic item):
j
With float glass panes of 4.0 mm thickness
J
WATER PROOFING
1
Providing and laying APP (Atactic Polypropylene Polymer modified prefa bricated five layer
3 mm thick water proofing membrane, Black finished reinforced with nonwoven polyester
matt consisting c f a coat betumen primer for betumen mambrane @ 0.40Kg per sqm, 2nd,
4th & 6t h courses of bonding material @ 1.20 Kg/sqm, which shall consist o f blown type
bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane
APP modified Polymeric membrane 1.Smm t hick of 2.25 Kg/sqm weight consisting of five
layers prefabricated wit h centre core as 20micron HMHDPE film sa ndw iched o n both sides
w ith polymeric mix and t he polymeric mix is protected o n bot h side with 20micron
HMHDPE film. 7th, the top most layer shall be finished with brick t iles of class designation
10 gro uted w ith cement mortar 1:3 (l cement:3 fine sand) mixed with 2% integral water
proofing com pound by weight of cement over a 12mm layer of r ement mortar 1:3 (1
cement : 3 fine sand) and finished neat ( item of laying brick tiles shall be paid for
separately).
~
,.
ROAD & HORTICULTURE , BOQ • CIVIL WORKS
..
SI. No.
Description of Work
A
EARTHWORKS
et c. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammi ng
1
2
3
8
1
i
{;
Sand filling in plinth including Supply of necessary quantity of sand from a dist ance not
exceeding 8 km. (5 miles) from t he site of work and including watering, ramming.dressing
etc. rate to include cost of all materials, labour and T & P etc. required for proper
completion of the work.(Lead upto 30m & lift 1.5m)
Clearing jungle including uprooting of rank vegetat ion, grass, brush wood, t rees and
rubbish upto a dist ance of 50 m outside the periphery of the area cleared.
....
..
{QNCRETE WQRKS
Providing and laying in position cement concrete of specified grade excluding the cost of
centering and shutteringProviding and laying in position ready mixed plain cement
concret e, with cement content as per approved design mix and manufactured in fully
automatic batching plant and t ransported to site of work in transit mixer for all leads,
having continuous agitated mixer, manufactured as per mix design of specified grade for
plain cement concrete w ork, including pumping of R.M.C. from t ransit mixer t o site of
laying and curing, excluding t he cost of entering, shuttering and finishing, including cost of
curing,admixtures in ommended proportions as per IS : 9103 to accelerat e/ retard setting
of concrete, improve worka bility without impairing strength and durability as per di rection
of the Engi neer-in-charge.· All work up to plinth level :
M-7.S grade plain cement concrete (cement co ntent considere
@ 200 kg/cum)
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Mild steeland iron work of small size and section such as holding down woods, hold fasts
tierods. grating, etc. (When not included in and over all rates) brought to requried form
including supply of steel and its wastage including cost of bolts, nuts if requried for proper
2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level And above plinth level
i
Thermo-Mechanically Treated bars
Kg.
150.00
55.00
Qtl
22.32
5334.00
sqm
13367.55
77.00
Cum
372.05
6455.00
litre
206.70
44.00
per cm depth
per cm width
perm length
1366.97
2.00
Sqm
645.06
103.00
Cum
2005.13
2013.00
Cum
2005.13
2013.00
'
D
1
2
i
3
RQAD WQR!!_lUNDf.R FLOOR
'*
Preparation and consolidation of sub grade with power road roll.er of 8 to 12 tonne capacity
after excavating earth to an 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 grade.
"'
RCCROAD
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 with sleeve/ tie bars wherever required, laying at site,
spreading and compacting mechanically by using needle and surface vibrators, levelling to
required slope/ camber, finishing with 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).
Cement concrete prepared with batch mixing machine
Extra for providing and mixing hardening compound of apprOved quality as per
manufacturer's specification in cement concrete....... (Fosroc-or equivalent -Nitoflor.LH @
12 Sqm/Ltr)
Providing and fixing in position pre-moulded joint filler in e><pansion joints.
4
.
5
PAINTING ROAD/ RUNWAY MARKING
Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish
with road marking paint of superior make as approved by the Engineer-in-charge i/c
cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining
out complete.
i
6
New work (Two or more coats)
Construction of granular sub-base by providing close graded M aterial conforming to
specifications, mixing in a mechanical mi>< 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 EngineerinCharge.
i
7
With material conforming to Grade-I (size range 75 mm to 0.075 mm) havingCBR Value-30
Providing. laying, spreading and compacting graded stone aggregate (size range 53 mm to
0.075 mm ) to wet mix macadam (WMM) specification including premixing the material
with water at OMC in for all leads & lifts, laying in uniform layers with mechanical
paverfinisher in sub- base I base course on well prepared surface and compacting with
vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per
specifications and directions of Engineer-in-Charge.
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8
Providing and laying at or near ground level fact ory made kerb stone of M-25 grade cement
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 at sharp curve shall not to more than Smm) including making drainage opening
w herever required complete etc. as per direction of Engineer-in-charge (length of finished
kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by
cum
72 .57
5031.00
sqm
3604.80
954.00
Sqm
2037.28
10290.00
Sqm
5245 .12
3674.00
Unit
Qty.
Rate In Rs.
Cum
381.S
99.00
Cum
289.01
99.00
Cum
92.47
292.00
Sqm
661.00
2.00
cum
38.15
5406.00
Sqm.
Sqm.
144.87
754.78
632.74
186.00
Engineer-in-charge).
9
10
Providing and Laying of high impact pp Grasspavers,(gp2535) UV Stabl ized size
soo•soo• 35 mm , compressive strength 200 tons per sqmtr . Weight 3 .3 kg /sqmtr of
approved make laid at site with soil, sand and cocopeat (25%) mix bed 75 mm thick as
directed by manufacturer. Approved make - Virendera Textiles, Ovilite or equivalent.
Providing and laying Ruby Red Granite Cobble Stone lSOmm x 150mm x 75mm thick with
Anti skit Leather Finish over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5
coarse sand) wi!h joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2
stone dust) admixed with pigment to match the shade of stone and pointing with same
mortar.
11
Providing and laying 70 mm thick Agra Red Stone flooring over 20 mm (average) thick base
of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3 m~ thick, side buttered with
cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of
stone and pointing with same mortar.
BOUNDARY WALL
Description
S. No.
A
1
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.Sm. (S
Earth into the trenches or into the Space between the building and sides of foundation
trenches or into plinth and removal and disposal of surplus earth as directed by the
engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.(Rate
Filling avai lable excavated earth (excluding rock) in trenches, plinth, sides of foundations
2
Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth
3
4
8
measured in stacks will be reduced by 20% for payment).
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
rubbish upto a distance of 50 m outside the periphery of the area cleared.
CONCB.ETE WORKS
,·
m
Providing and laying in position cement concrete of specified grade excluding the cost of
centering and shutterlngProviding and laying in position ready mixed plain cement
concrete, with cement content as per approved design mix and manufactured In fully
1
i
automatic batching plant and transported to site of work in transit mixer for all leads,
having continuous agitated mixer, manufactured as per mix design of specified grade for
plain cement concrete work, including pumping of R.M.C. from transit mixer to site of
laying and curing, excluding the cost of entering, shuttering and finishing, including cost of
curing,admixtures in ommended proportions as per IS : 9103 to accelerate/ retard setting
of concrete, improve workability without impa iring strength and durability as per direction
of the Engineer-in-cha rge. - All work up to plinth level :
M-7.5 grade plain cement concrete (cement content considere@ 200 kg/cum)
~
REl(i_FOR,ED rEME(!J.l(ON(RE"ff. WQR/$.
'
Centering and shuttering including strutting, propping etc. and removal of form for:
a
d
e
1
-~
~~
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-
Sqm.
.., ,. ..J,. {·~·i
'• '-l'G
C
'""' i
•
315.00
- 430.00
P6~ i"(T
~cr.t'l'u~Pf,,f'lll
2
a
3
and binding all complete all level.
Thermo-M echanically Treated ba rs.
of centering, shuttering, finishing and reinforcement, including admixtures in
Qtl
212.80
5334.00
Cum
Cum
94.69
71.94
5981.00
Cum
211.28
4180.00
Sqm.
1189.80
1377.50
Sqm.
1388.10
114.00
Sqm.
1388.10
114.00
recommended proportions as per IS: 9103 to accelerate, reta rd setting of concrete,
improve workability with out impairing strength and durability as per direction of Engineer·
0
in-charge.
(Note :- Cement content considered in this item is @ 330 kg/Cum. Excess/less cement used
I
ii
All works above 'plinth level upto floor V level.
D
BRICKWORK
1
First Class -150 brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in
i
As in item (303) above, but in 1:4 cement and Coarse sand mortar. (Find Sand not less than
in 1.25 FM)
€.
STQNEWORK
1
f.
1
i
2
Red Sand Stone Work for Wall Lining etc.(veneer Work) 30mm thick in cement mortar 1:3
(cement: 1 cement : 3 coarse sand) including camping jointing in white cement mortar 1:2
(1 white cement : 2 st one dust) with an admixture of pigment matching the stone shade.
6663.00
Pf,MTER & PAINTING WORK
lSmm Cement plaster in single coat on rough of single or half brick wall for interior
plastering upto floor to level including iternal rounded angles chamfers, and rounded
angles not exceeding 80mm. In grith and finished even and smooth.
Finishing walls with textured exterior paint @ 3.28 Ltr.per lOsqm of approved brand and
manufacture and of required shade and undacorated wall surface to give even shade over
including curing and coat of all material, labor, T&P etc.required for proper completion of
work for two coat over one coat of primer applied 2.20Ltr lOsqm.
Total
Total Amount :- 14465.69 Lacs
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Porta Cabin, Boq.
BUILDING-: PORTA CABIN
BILL OF QUANTITY
Description
S. No.
A
1
2
a
i
~
3
4
5
6
Unit
Qty.
Rate In Rs.
CUM
7.85
99.75
Rmt.
5.10
197.89
Cum
5.99
106.78
Cum
0.10
750.50
Sqm
5.11
2.85
Cum
1.86
151.67
EARTHWORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift
upto l.Sm. (5 fts.) and lead upto 30 m. (100 fts.) & includi ng filling,
watering and ramm ing of excavated Earth into the trenches or into the
Space betwee.r:i the build ing and sides of foundation trenches or into plinth
and removal and disposa l of surplus earth as directed by the engineerincharges upto a distance of 30m. (100 fts.) from the foundation
trenches.(Rate Including Royalty of eart h also)
Excavating trenches of requ ired w idth for pipes, cables, etc. including
excavation fo r sockets, and dressing of sides, ramming of bottoms, depth
upto 1.Sm including getti ng out t he excavated soil, and then returning the
soil as requ ired, in layers not exc
All kinds of soi l.
Filling ava ilable excavated earth (excluding rock) in t renches, plinth, sides
of foundations etc. in layers not exceeding 20cm in depth, consol idating
each deposited layer by ramming and wateri ng, lead up to SO m and lift
upto 1.5 m.
Sand filling in plinth including Supply of necessary quantity of sand from a
distance not exceeding 8 km. (5 miles) from the site of work and including
watering, ramming,dressi ng etc. rate to include cost of all materials, labour
and T & P etc. required for proper completion of the work.(Lead upto 30m
& lift 1.5m)
Clearing jungle including uprooting of rank vegetation, grass, brush wood,
trees and saplings of girth upto 30 cm measured at a height of 1 m above
ground level and remova l of rubb ish upto a distance of SO m outside t he
peri phery of the area cleared .
Cartage of Ba llast, Kankar, coal,Grit or Sand etc., including loadi ng and
unloading but excluding stacking on pucca roads. 5th km.
0.00
0.00
0.00
Tot al carried over to summary
8
1
2
3
CONCRETE WORKS
Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coarse sa nd : 8
graded Stone Ba llast 40mm. Nomi nal size.) including supply of all materia ls,
labour and T & P etc. required for proper completion of the work and
curing complete, also includ ing cost of formwork in foundation & fl oors.
Making Plinth Protection 50 mm thick of cement concrete 1:3:6 (1 cement:
3 coarse sand : 6 graded st one aggregate 20mm nominal size) over 75mm
t hick bed of dry brick ballast 40mm nominal size, well rammed and
consolidated and grouted with fine sand, including finish ing the top to give
smooth finish and proper grade.
Providing and fixing up to floor five level precast cement concrete solid
block, including hoisting and setting in position wit h cement mortar 1:3 (1
cement: 3 coa rse sa nd), cost of required centering, shuttering complete:
cum
0.86
4560.00
SQM
6.78
380.00
~
Page 1 of 6
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Porta Cabin, Boq.
"33
BILL OF QUANTITY
Description
S. No.
i
c
1
a
b
c
d
e
f
g
h
i
j
2
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal
size)
Centering and shuttering including strutting, propping etc. and remova l of
form for:
Wa lls (any thickness) including attached pi lasters, butteresses, plinth and
string courses etc.
Arch es, domes, vaults up to 6 m span
Small lintels not exceeding l.Sm clear span, moulding as in cornices,
window sills, string courses, bands, copings, bed plates, anchor blocks and
the like.
Edges of slabs and breaks in floors and walls
Under 20 cm wid e
Weather shade, Chajjas, corbels etc., including edges.
Extra for additional height in centering, shuttering where ever requi red
with adequate bracing, propping etc., including cost of de-shuttering and
decentering at all levels, over a height of 3.5 m, for every additional height
of 1 metre or part thereof (Pl an area to be measured).
measured)
Reinforcement for R.C.C. work including stra ightening, cutting, bending,
placing in position and binding all complete all level.
Providing and laying in position machine batched and machine mixed
design mix M-25 grade cement concrete for reinforced cement concrete
work, using cement content as per approved design mix, including
i
3
i
Unit
Qty.
Rate In Rs.
Cum
2.5
8267.66
Sqm.
2.16
186.63
Sqm.
0.00
342.76
Sqm.
Sqm .
Sqm.
Sqm.
Sqm .
8.17
1.03
10.78
lQ.97
-.s·.oo
381.57
381.57
315.54
430.68
1012.99
Sqm.
0.26
186.63
·metre
Sqm.
11.44
0.45
110.58
467.73
Sqm.
0.00
151.10
KG
668.9
64.70
Cum
Cum
2.89
2.48
5981.34
6663.82
Each
1
716.06
~
pumping of concrete to site of laying but excludi ng the cost of centering,
shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting of
concrete, improve workability without impairing strength and durability as
per direction of Engineer-in-charge.
4
(Note :- Cement content considered in this item is @ 330 kg/Cum .
Excess/less cement used as per design mix is payable/recoverable
separately) .
WOOD & PVC WORK
Providing and fixing IS : 3564 marked Aluminium die cast body tubular type
universal hydraulic door closer with necessary accessories and screws etc.
complete.
i
ii
D
1
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Porta Cabin, Bo~
BILL OF QUANTITY
Description
S. No.
2
i
ii
3
Unit
Qty.
Rate In Rs.
Each
Each
2.00
4.00
99.75
42.75
Each
Each
2.00
4.00
61.75
47.50
Each
1.00
26.60
Each
1.00
774.68
KG
25.00
61.75
KG
8.30
61.75
Sqm
2.00
308.75
Sqm.
5.84
1425.00
Sqm.
15.87
114.00
Providing and fixing aluminium t ower bolts ISi marked anodised (an odic
coatin g not less t han grade AC 10 as per IS : 1868 ) transpa rent or dyed t o
required colour or shade with necessary screws etc. complete:
300x10 mm
l OOxl O mm
Providing and fixing aluminiu m handles of approved make anodized
(anodic coating not less than grade AC 10 as per IS : 1868) transpa rent or
dyed to required colour or shade with necessry screws etc. complete.
~
i
ii
4
i
5
E
1
125 mm
l OOmm
Providing and fixing alumin ium hanging floor door stopper ISi ma rked
anodised (anodic coating not less tha n grade AC 10 as per IS : 1868)
transparent or dyed to req uired colour and shade with necessary screws
etc. compl ete.
Single rubber stopper
Providing & fixing bright f inished brass 100 mm mortice latch and lock ISi
marked with six levers and a pa ir of anodised (anodic coating not less t han
grade AC 10 as per IS :1868) alu mini um lever handles w ith necessary
screws etc. complete.
STEEL WORK
Mild steeland iron work of small size and section such as holding down
woods, hold fasts tierods, grating, etc. (When not included in and over all
rates) brought to requried form including supply of st eel and its wastage
including cost of bolts, nuts if requried for proper completion of work
including fabrication of holes in door chaukhats and nosing.
2
£
FLOORING WORK
1
2
G
1
i
2
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
of size 20mm nominal size) laid one layer f inished with fl oating coat of nea t
cement (40mm thick cement)
Providing & Laying 600x600mm vitrifi ed floor tiles in different sizes (
thickness lOmm) with water absorption's less than 0.08% and confirming
to IS : 15622 of approved brand & manufacturer, in desired colours and
shades, laid with cement based high polymer modifed quick set tile
adhesive(water based ) conforming to 15:15477, including grouting of joints.
FINISHING WORK
12 mm cement plaster in single coat of fair side of si ngle of half brick wall
for interior plastering upto fl oor two level including internal round ed
angles chamfers, and/or rounded angles not exceeding 80mm. In girth and
finished even and smooth No. extra for mixing any additive.
15 mm cement plaster in single coat on rough side of single or half brick
wall for interior plastering upto floor to level including intern al rou nded
angles chamfers, and rounded angles not exceedi ng 80mm. In girth and
finished even and smooth .
Page 3 of 6
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Porta Cabin, B~
®
BILL OF QUANTITY
S. No.
Description
Unit
Qty.
Rate In Rs.
i
20 mm cement plaster in two coats backing cost 17mm and finishing coat
3mm thick of neat cement and marble dust in ratio 5:1 on rough side of
single or half brick wall for interior plastering upto floor to level including
Sqm.
10.39
114.00
Sqm.
10.39
180.50
7.64
99.75
6.52
48.12
23.52
114.00
Sqm.
10.00
7.60
Sqm.
23.52
39.90
Sqm.
23.52
34.06
Sqm .
20.78
114.00
Sqm.
1.66
13.92
Sqm.
1.66
110.72
3
i
4
i
5
6
7
internal rounded angles.
6 mm thick plastering on ceiling and soffits of stairs upto floor two level
instead of platering in walls.
Sqm.
Extra for providing and mixing water proofing material in cement plaster per bag of
50KG
work in proportion recommended by the manufacturers.
Cement
Used in
Mix
Finishing Walls with Putty approved brand and manufacture and of
required shade on undercoated wall surface to give an even shade over &
Sqm.
including curing and cost of all material, labour, T&P etc. required for
proper completion of work.
White washing with lime on under coated wall surfaces (two coat) to give
an even shade including thoroughly brooming the surface to remove all
dirt, dust mortar drop and loose sca les of lime wash and other foreign
matter.
8
manufact ure and of required shade on undercoated wall surface to give an
even shade over & including a priming coat with cement primer of
approved brand and manufacture such as Berger, J&N, Shalimar, Asian,
Pa ints after throughly brushing the surface free from mortar dropping and
other foreign matter and also including preparing the surface even with
plaster of approved synthetic material and sand papered smooth including
cost of all materials.
9
i
10
11
i
12
i
H
Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface:
Water thinnable cement primer
Finishing walls with exterior emulsion paint (Apex) of approved brand and
manufacture and of required shade on undercoated wall surfa ce to give an
even shade over @1.25lt r/10 sqm including one coat of primer appled @
0.751tr/10sqm coat curing and cost of al l material, labour, T&P etc.
required for proper completion of work.
App lying priming coat :
With ready mixed red oxide zinc chromate primer of approvedbrand and
manufacture on steel work (second coat)
Finishing with Epoxy paint (two or more coats) at all locations prepared
and applied as per manufacturer's specifications including appropriate
priming coat, preparation of surface, etc. complete.
On steel work
ALUMINIUM WORK
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Page 4 of 6
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Porto Cabin, B~
·~
BILL OF QUANTITY
Unit
Qty.
Rate In Rs.
Anodised aluminium (anodised transpa rent or dyed to requ ired shade
according to IS: 1868, Minimum anodic coating of grade AC 15)
KG
20.85
332.50
For shutters of doors, windows & vent ilators including providing and fixing
hinges/ pivots and making provision for fixing of fittings w herever required
includ ing the cost of EPDM rubber / neoprene gasket required (Fittings
shall be paid for separately)
Anodised aluminium (anodised transparent or dyed to required shade
according to IS: 1868, Minimum anodic coating of grade AC 15)
KG
25.43
385.61
SQM
SQM
0.45
1.89
665.00
760.00
metre
9.15
84.31
Description
S. No.
1
i
2
i
Providing and fixing aluminium work for doors, windows, ventilators and
partit ions with extruded built up standard tubular sections/appropriate Z
sections and other sections of approved make conforming to IS: 733 and IS
1285, fixing wit h dash fast eners of requ ired dia and size including
necessary filling up of gaps at j unctions, i.e.at top, bottom and sides with
requi red EPDM rubber/ neoprene gasket etc.' Alum inium sections shall be
smooth, rust free, straight, mitred and joint ed mechanica lly wherever
required including cleat angle, Aluminium snap beading for glazing I
paneling,~ C.P. brass I sta inless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge. Glazing
and paneling to be paid for separately) :
Provid ing and fixing glazing in aluminium door, window, ventilator shutters
2
i
ii
and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as
per t he architectural drawings and the directi ons of engineer-incharge .
(Cost of aluminium snap beading shall be paid in basic item):
i
Wit h float glass panes of 4.0 mm thickness
Wit h fl oat glass panes of 5.50 mm thickness
Filling t he gap in between aluminium frame and adjacent RCC/Brickwork/
Stone Work by providing weather silicon sea lant over backer rod of
approved quality as per architectural drawings and direction of Engineer-in
charge
Upto 5mm depth and 5mrn widt h
l
WATER PROOFING
3
1
Providing & laying integral cement based water proofing t reatment
including preparation of surface as required for treatment of roofs
consisting of following operations: a) App lying a slurry coat of neat cement
using 2.75kg/sqm of cement admixed with water proofing compound
confi rming to 15. 2645 including adjoining wa lls upto 300mm height
including cleaning the surface before treatment. b) Laying brick bats with
mortar with 50% of cement mortar 1:5 (1 cement : 5 coarse sa nd ) admixed
with water proofing compou nd confirming t o IS : 2645 over 20 mm thick
layer of cement of 1:5 ( 1 cement : 5 coarse sand ) admixed with water
proofing compound confirming to IS: 2645 req uired slope
~~
/
4/
'lffllRlo~offy<o
!Wli:T ~
-3tfi1'i.1
Porta Cabin, BG S )
BILL OF QUANTITY
S. No.
Description
including rounding of junctions of walls and slabs. c) After two days of
proper curing applying a second coat of cement slurry using 2.75kg/sqm of
cement admixed with water proofing compound confirming to IS : 2645. d)
Finishing the surface with 20 mm thick jointless cement mortar 1:4 (1
cement
4 coarse sand ) admixed with water proofing compound
confirming to IS : 2645 including laying glass fibre cloth of approved quality
in top layer and fin ally finishing t he surface with trowel with neat cement
slurry and making pattern of 300x300 mm square 3mm deep. e) The whole
terrace so fi nished shall be flooded with water for a minimum period of
two weeks for curing and for final test .With average thickness of 120mm
and minimum thickn ess at khurra as 65mm.
Page 6 of 6
Unit
Qty.
Rate In Rs.
SQM
5.11
736.25
Water Feature with 1 no. of Cascade Jet
Unit
Description
S.No.
Qty
Rate In Rs.
1 Filtration Plant with Pum~
Cartridge filter made of compos ite fibre filtration up
to 20-25 micron with flow rate 11 m3/ hr, dia. 200
mm height 750 mm, connection size 2 inch, area : 50
1
33,155
1
8,028
2
30,305
1
13,775
2
4,646
1
9,396
6
17,005
3.5 Driver for Und erwater light 50 W ,12-24VDC, IP 67
2
7,553
M ake : M eanwe ll
3.6 Deck Box ABS for Underwater li ght
6
1,758
2
903
1.1 sq.ft
ryl ake : AtecPool
~
1.2 Cartridge filter 20-25 micron for above filter
Make : AtecPool
Self Priming Pump ABS plastic impel ler of
3
polyp erelene flow rate 11.0 m /h r @12 mtrs head
with inbuilt prefilter stra iner 1.0 hp ,2850 rpm,230
1.3 volts (lW+lS)
Make: AtecPool
2 Chemical Dosing s~stems
2.1 In lin e chlorine dispenser for chlorine
Make : AtecPool
3 Pool Basin Fittings
3.1 ABS Square drain 300 mm x 300 mm in White plastic
Make : AtecPool
3.2 Cascade Jet
Made of Cast Bronze Produce a graceful conical
shaped Flow rate 6 m3/hr at 7 m head, Orifice : 90
mm , Spray height : 500 mm connection size : 2" ,
3.3 water level dependent areated displ ay
Make :PF-3452
Chrome Body & spot mirror with polycarbon
luminaire cover 8.0 W ( wa rm w hite) 12 to 24 V DC
3.4
0
96 mm & depth 90 mm
Make : Fiberli
Make: AtecPool
.:>UC( I UI I
3.7
I\IOLLle In
Alj.'.)
wn n e f.Jld:>LIL
1ur SULLIOn
sweeper with 2" connection
Make : AtecPoo l
I
{.u
WF-1
Wall conduit for Suction Nozzle in ABS white plastic
3.8
2
1,378
4
855
2
8,978
inch connection size
1
12,255
Make: AtecPool
Reinforced telescopic Handle 1.2-2.4 mtrs long
1
3,088
1
1,188
1
1,093
1
1,359
1
13,253
1
2,233
with 2" connection
Make: AtecPool
3
Floor inlet in ABS white plastic flow rate 4 m /hr
3.9
with 50 mm glu e connection
Make : AtecPool
ABS white plastic skimmer with inbuilt basket, 2"
connection
3.10
Make: AtecPool-CMP
Maintenance Kit
5
Suctlon head in aluminium 450 mm wide w ithl-1/2
Make: AtecPool
Deep Bag skimmer clip type
Make : AtecPoo l
Water surface skimmer clip type
Make : AtecPoo l
Curved brush clip type
Make : AtecPool
Floating hosel-1/2 inch for suction sweeping 15 mtr
long
Make : AtecPool
Test kit for pH and chlorine
Make : AtecPool
I)
Total
Unit
Description
S.No.
Qty
Rate In Rs.
Plant Room within 10 mtrs from Water Feature
uPVC Piping with complete fittings of 10 bar for
water feature & Plant Room (1.8 mxl.8 mxl.8m)
min .750 mm lower than drain
A
~
!2) 50 mm drain pipe
!2) 50 mm Inlet pipe+ Cascade Jet
24
275
48
275
!2) 63 mm pipe from skimmer to pump header
36
370
(2) 63 mm pump header+ overflow pipe
(2) 63 mm vaccume pipe
uPVC paddle Flange
18
370
30
370
(2) 25 mm
nos.
4
941
(25 50 mm
nos.
8
2,081
\
.Jrr ~~
'3, ~'
I
,. ., __ .. c..
~
a
CiL--/
2/3
~
,(,
'
~f~~
~~,,ii~
'lF-'irf >l'~~· r,
/~~·
IIV'RT~·~
WF-1
2
2,746
2,271
Ball Valve Solvent type ¢ 63 mm
6
4
Check valve ¢ 50 mm solvent type
3
3,088
c
VAF, Indicat or Lamp, MCB for pumps withh cable
trey in GI perforated 100 mm wide , 40 mm height.
1
55,955
D
3 core 2.5 mm2 PVC copper ca bl e for pumps with
PVC 20 mm conduit in mtrs
20
200
60
170
30
181
1
9,500
¢63 mm
B
nos.
UPVC Ball Valve solvent
Ba ll Valve Solvent type ¢ 50 mm
2,746
Common Electrical Panel CRC 16 gauge for
recircu lation pumps( 02 nos.) , RCC.B for und erwat er
lights( 02 nos.) , Panel 16 gauge powder coated,
2 Core Copper cable with rigid conduit for
2
E
Underwater light (2.5 mm
F
8 SWG, GI wire for Pumps and electrical panel in
meters
)
lntial chemical charge for 7 days of working (
G
HCL/TCCA/ALUM/ ALEGACI DE)
3/3
WF-1
Water Feature with 2 no. of Cascade Jet with 3 iets
Unit
Description
S.No.
Rate In
Rs.
Qty
1 Filtration Plant w ith Pum~
Cartridge fi lter made of composite fibre filtration up to 20-25
micron w ith flow rate 25 m3/hr, dia. 200 mm height 900 mm,
1.1 connection size 2 inch, area : 125 sq.ft.
Make : AtecPoo l
1.2 Cartridge filter 20-25 micron for above fi lter
Make : AtecPool
1
45,125
1
11,305
2
47,025
2
23,655
4
4,646
3
9,396
12
17,005
3
7,553
12
1,758
Self Priming Pump ABS plastic impeller of polyperelene flow
3
rate 25.0 m / hr @12 mtrs head with inbuilt prefilter strainer
1.3 2.0 hp ,2850 rpm,230 vo lts (lW+lS)
Make: AtecPool
2 Chem ical Dosing systems
Dosing pump 0-5 LPH at 8 bar for Ch lorine & Acid with 100 ltr
2.1 tank
Make : AtecPool-Aqua
3 Pool Basin Fitt ings
Make : AtecPoo l
3.2 Cascade Jet
Made of Cast Bronze Prod uce a graceful conical shaped Flow
rate 6 m3/hr at 7 m head, Orifice : 90 mm, Spray height : 500
mm connection size : 2" , water level dependent areated
3.3 display
Make :PF-3452
Chrome Body & spot mirror with polyca rbon luminaire cover
3.4 8.0 W ( warm white) 12 to 24 V DC¢ 96 mm & dept h 90 mm
Make : Fiberli
3.5 Driver for Underwater light 50 W ,12-24VDC, IP 67
Make : Meanwell
3.6 Deck Box ABS for Underwater light
Make : AtecPool
3.7
Suction Nozzle in ABS white plastic for suction sweeper w ith 2"
connection
4
903
4
1,378
Make : AtecPool
3.8
Wall cond uit for Suction Nozzle in ABS white plastic with 2"
co nnection
Make : AtecPool
~ F,:,-
B. ~. ~ i ; f~1 :,i'JJ f.).r,
~ f4;r~, 3\TIW
f~~.
~
~ll'mt
~"""-~
/. ~ f t l r o
"'
3
Floor inlet in ABS white plastic flow rate 4 m /hr w ith 50 mm
3.9
3.10
glue connectio n
Make : AtecPool
ABS white plastic ski mmer with inbuilt basket , 2" connection
10
855
5
8,978
Make : AtecPoo l-CMP
Self Priming Pump ABS plastic impeller.of polyperelene flow
rate 25.0 m 3/hr @12 mtrs head with inbuilt prefilter strainer
3.11
2.0 hp ,2850 rpm,230 volts (lW+lS)
I)
Total -
2
47,025
Make: AtecPool
Description .
S.No.
Unit
Rate In
Rs.
Qty
uPVC Piping with complete fittings of 10 bar for water feature
& Plant Room (3.0 mx3.0 mx2.lm) min.750 mm lower than
A
drain
0 50 mm drain pipe
40
¢ 75 mm Inlet pipe
¢ 90 mm pipe from skimmer to pump header
56
48
6
¢ 90 mm pump header
¢ 63 mm vaccume pipe
0 25 mm for Nozzle with fittings
¢ 63 mm discharge pipe for Fountaion
48
18
60
0 75 mm suction pipe for Fountaion
48
275
522
750
750
370
238
370
522
uPVC paddle Flange
nos.
nos.
nos.
¢25 mm
¢50mm
¢63 mm
¢75 mm
¢90mm
nos.
nos.
cV
6
941
3
2081
2746
4
5
2
~
f~v.\lnt
~~fttiro
awm f'filf-3tr1TIT
3696
4171
B
Ball Valve Solvent t ype 0 25 mm
Ball Valve Solvent type 12) SO mm
3
1226
2
2271
Ball Va lve Solvent type 12) 63 mm
Ba ll Va lve Solvent type 12) 75 mm
3
2746
5
8503
Ba ll Va lve Solvent type 12) 90 mm
3
11305
Check va lve 12) 63 mm so lvent type
Wafer Check valve ¢ 75 mm w ith valve kit
2
3
3753
8978
c
Common Electrical Panel CRC 16 ga uge for recirculation
pumps( 02 nos.) , dosing pump (02 nos.), fou ntain ump (02
nos.),RCCB for underwater lights( 03 nos.) , Panel 16 gauge
powder coated, VAF, Indicator La mp, M CB for pumps withh
cable tray in GI perforated 100 mm wide, 40 mm height.
1
80275
D
3 co re 2.5 mm2 PVC copper cable for pumps with PVC 20 mm
conduit in mtrs
30
200
150
170
40
181
1
14250
2 Core Copper ca ble with rigid conduit for Underwater light
2
E
(2.5 mm
F
8 SWG, GI wire for Pumps and e lectrica l panel in mete rs
G
Inti al chemical charge for 7 days of working (
HCL/TCCA/ALUM/ ALEGACIDE)
)
~
Dv
'1."ffll. ~t~ ~~ .)
\:fl.I ~-;,11
~. r,t. xTilf"0t~ pine•
'Y.!~m
t
f;nr 1 ~~1.
. 11TTfv:
""Yo:··-.of'·:111'
o .. :.,J.\;c . •··!, •1,l·::'t.
air1 Ri ·~:r~~1··..:~;·1'~1z1
.~
Water Feature with 3 no. of Cascade Jet with 5 iets
Unit
Description
S.No.
Rate In Rs.
Qty
1 Filtration Plant with Puma
Cartridge filter made of composite fibre filtration up to 20
25 micron w ith flow rate 25 m3/hr, dia. 200 mm height
1.1 900 mm , connection size 2 inch, area : 125 sq.ft
Make : AtecPool
1.2 Cartridge filter 20-25 micron for above filter
Make : AtecPool
5
45,125
5
11,305
6
47,025
2
23,655
4
4,646
5
9,396
22
17,005
6
7,553
22
1,758
Self Priming Pump ABS plastic impeller of polyperelene
3
flow r ate 25.0 m / hr @12 mtrs head with inbuilt prefilter
1.3 strainer 2.0 hp ,2850 rpm,230 volts (5W+lS)
Make: AtecPool
2 Chemical Dosin2 svstems
Dosing pump 0-5 LPH at 8 bar for Chlorine & Acid with
2.1 100 ltr tank
Make : AtecPool-Aqua
3 Pool Basin Fittinl!'s
Make : AtecPool
3.2 Cascade Jet
Made of Cast Bronze Prod uce a graceful conical shaped
Fl ow rate 6 m3/hr at 7 m head, Orifice : 90 mm, Spray
height: 500 mm connection size : 2", water leve l
3.3 dependent areated display
M ake :PF-3452
Chrome Body & spot mirro r with polycarbon luminaire
cover 8.0 W ( wa rm white ) 12 to 24 V DC¢ 96 mm &
3.4 depth 90 mm
Make : Fiberli
Make : Meanwell
3.6 Deck Box ABS for Underwa ter light
3.7
3.8
Make : AtecPool
Suction Nozzle in ABS white plastic for suction sweeper
with 2" connection
Make : AtecPool
6
903
6
1,378
Floor inlet in ABS white plastic flow rate 4 m3/ hr with 50
mm glue connection
Make : At ecPool
10
85 5
ABS wh ite plastic skimmer with inbuil t basket, 2"
connection
Make : AtecPool-CMP
18
8,978
Wall conduit for Suction Nozzle in ABS white pla stic with
2" conn ection
Make : AtecPool
3.9
3.10
Self Priming Pump ABS plastic impeller of polyperelene
3
3.11
flow rate 30.0 m / hr @10 mtrs head w ith inbuilt prefilter
strainer 3.0 hp ,2850 rpm,400 volt s (1 W+lS)
Make: AtecPool
~
~ ,:,1f4-i
\10
~o
0
1':~. .
~
,1!
TI'1fq,!1:; Raju] f.~ ~•
3Wrn~~. Ji ' TRT
{i).)
<1.rs.~·1.t ··';k·lt'r.
~~~,~
2
56,525
~
1"~1'$·~
·a,mmc~
.-../ ~ . - f ~
\
I)
Total
Description
S.No.
Unit
Rate In Rs.
Qty
Pl ant Room w ithin 10 mtrs from Water Feature
A
uPVC Piping with comp lete fittings of 10 bar for water
f eatu re & Plant Room (4.5 mx4.5 mx2. l m) min.750 mm
lower than drain
(ll 90 mm d rain pipe
(ll 160 mm Inlet pipe
(ll 200 mm pipe from skimmer to pump header
(ll 200 mm oump header
(ll 63 mm vaccume oipe
(ll 25 mm for Nozzle wit h fittines
(ll 75 mm discharge pipe for Fountaion
(ll 90 mm suction pipe for Fountaion
uPVC oaddle Flange
(ll25mm
(ll50mm
¢63 mm
(ll75mm
(ll90mm
(ll 160 mm
(ll 200 mm
B
Ball Valve Solvent tvoe (ll 25 mm
nos.
nos.
nos.
nos.
nos.
no.
no.
60
100
90
6
120
18
90
60
750
2176
3031
3031
370
238
522
750
10
1
2
2
6
1
1
941
2081
2746
3696
4171
5596
6166
Ball Valve Solvent tvoe (ll SO mm
Ball Valve Solvent tvoe (ll 63 mm
Ball Valve Solvent type (ll 90 mm
Ball Va lve Solve nt type (ll 90 mm
Butterfly valve with valve kit (ll 160 mm
Butterfly valve with valve kit (ll 200 mm
Check valve (ll 63 mm solvent type
Wafer Check valve (ll 75 mm with va lve kit
Wafer Check valve (ll 160 mm with valve kit
5
1
5
2
3
1
1
5
8
1
8978
15675
c
Co mmon Electrical Panel CRC 16 gauge for r ecirculat ion
pumps( 06 nos.), dosing pump (02 nos.), fountain ump
(02 nos.},RCCB for underwater lights( 06 nos.) , Panel 16
gauge powder coated, VAF, Indicator Lamp, MCB for
pumps withh cable t ray in GI perforated 100 mm wide, 40
mm height.
1
161025
D
3 core 2.5 mm2 PVC copper cable for pumps with PVC 20
mm conduit in mtrs
30
200
30
265
200
170
60
181
1
33250
E
4 core 2.5 mm2 PVC copper cable for pumps with PVC 20
mm cond uit in mtrs
2 Core Copper cable with rigid conduit fo r Underwater
F
light (2.5 mm
G
8 SWG, GI wi re for Pumps and electrical panel in meters
H
lntial chem ical charge for 7 days of working (
HCL/TCCA/ALUM/ ALEGACIDE)
2
)
1226
2271
2746
8503
11305
17955
22705
3753
Qty
Rate In Rs.
1.1
Cleanable mist nozzle in sizes from 0.008" orifice with anti drip
adapter. MOC in stainelss steel . Design at Flow ra te :
0.016gpm, 55 degree spray pattern.
120
1,891
1.2
3/8" x 3/8" slip lock coupling with viton o-ring with 1500 psi
rated
120
2,081
1.3
3 way Tee ,3/8" x 3/8" x 3/8" with viton o-ring with 1500 psi
rated
8
2,831
1.4
slip elbow ,3/8" x 3/8 with viton o-ring with 1500 psi rated
16
2,233
1.5
Brass slip lok end plug
8
428
1.6
Vinyl coated steel clamp 3/8" ID
250
85
3
85,025
5
104,025
1
Unit
Description
S.No.
Mist Nozzles
Th e Black nylon tubing is sutiable for slip lok fitting
1.8
assemblies.The high pressure Black nylon tubing is avai lable in
3/8" OD fl exiable nylon 12 and has and operating press ure
1000 psi. {500ft)
The 50 Hz direct drive mist pump range are medium duty
outdoor rated units designed to operate at 70 bar for 4 to 6
hours per day, seven days week under normal operating
1.9
conditions.
Ultra compact, direct drive unit for portablity and sma ll
spaces, four position head mounting for plumbing flexibility,
industrial stacj ed valves provide servicing, coneentric ceramic
plunger and specially formulated sea ls provide external sea l
life, oi l bath luberication assures optim ium drive end
luberication, pressure regulator offers precision pressure
setting and overa pressure protection, pulse hose minmize
pulsation and lowers amp draw.Flow 1.89 lpm, press ure range
: 7 to 70 bar , rpm : 1725, inlet port: 3/8", discharge port:
1/4" Pump weight only: 1.5 kgs, pump dimesnion: 92 x 130 x
174 mm. 0.5 hp, single phase, 230 V , 50 HZ, insulation cla ss :
E, Complia nce: RoHS, CSA
2.0
5 Micron CF for Mi st pumps with acessories like valves
5
12,255
2.1
MCB for Each Mist pump in Electical Panel of 16 ga uge with 3
core x 2.5 mm2 cab le with conduit
1
52,250
1/1
vw
~;rJ
~:1JC:7'fof~ittio~
ot~m ~;mj-~ ·
Mist System
-----
Water Feature at 1st Floor { 02 nos.)
S.No.
Unit
Description
Rate In Rs. Rate In Rs.
Qty
1 Filtration Plant with Pum~
Cartridge filter made of composit e fi bre filtration up
to 20-25 micron w ith fl ow rate 20 m3/hr, dia. 200
mm height 900 mm, connection size 2 inch, area :
1.1 125 sq.ft
2
47,500
45,125
2
11900
11,305
4
42900
40,755
2
24900
23,655
6
4890
4,646
24
17900
17,005
6
7950
7,553
24
1850
1,758
Make : AtecPool
1.2 Cartridge f ilter 20-25 micron for above fi lter
Make : AtecPool
Self Priming Pump ABS plastic impeller of
3
polyperelene flow rate 20.0 m /hr @12 mtrs head
with inbuilt prefi lter strainer 1.5 hp ,2850 rpm,230
1.3 volts (lW+ lS)
Make: AtecPool
2 Chemical Dosing s~stems
Dosing pump 0-5 LPH at 8 bar for Ch lorine & Acid
2.1 w ith 100 ltr ta n k
Make: AtecPool-Aqua
3 Pool Basin Fittings
3.1 ABS Square drain 300 mm x 300 mm in White pla stic
Make : AtecPool
Chrome Body & spot mirror with polycarbon
luminaire cover 8.0 W ( wa rm white ) 12 t o 24 V DC
3.2 (2) 96 mm & depth 90 mm
Make : Fiberli
Make : Meanwell
3.4 Deck Box ABS for Und erwater light
Make : AtecPoo l
Suction Nozzle in ABS white plastic fo r suction
3.5
sweeper with 2" conn ection
8
950
8
1450
30
900
903
Make : AtecPool
Wa ll co nduit for Suction Nozzle in ABS white plastic
3.6
wit h 2" connection
1,378
Make : AtecPool
3
Floor inlet in ABS wh ite plastic flow ra te 2 m /hr
3.7
with 50 mm glu e connection
Make : AtecPool
~
~;rQ 17."lTtt
.:JJii;,'lTv~i°'Jo~o
~11'ITT ltm/-~
855
ABS white plastic skimmer with inbuilt basket, 2"
8
3.8 connection
Make: AtecPool-CMP
Unit
9450
8,978
Rate In Rs. Rate In Rs.
Qty
S.No. Description
A
uPVC Piping with complete fittings of 10 bar for
water feature & Plant Room (3 .0 mx3.0 mx2.1m)
min.750 mm lower than drain
(Z) so mm drain pipe
(Z) 63 mm Inlet pipe
80
289
275
130
389
370
130
549
522
12
789
750
130
389
370
nos.
8
990
941
nos.
10
2190
2081
nos.
5
2
2890
2746
3890
3696
Ball Valve Solvent type 0 50 mm
6
2390
2271
10
2890
2746
0 75 mm
2
8950
8503
4
11900
11305
8
3950
3753
2
73900
70205
50
210
200
300
179
170
60
190
181
1
30000
28500
(Z) 75 mm pipe from skimmer to pump header
(Z) 90 mm pump header
(Z) 63 mm vaccume pipe
uPVC paddle Flange
0 25 mm
0 50 mm
0 63 mm
075 mm
B
nos.
Ball Valve Solvent type
Check valve
0 63 mm solvent type
Common Electrical Panel CRC 16 gauge for
recirculation pumps( 02 nos.), dosing pump {02 nos.)
, RCCB for underwater lights( 03 nos.) , Panel 16
gauge powder coated, VAF, Indicator Lamp, MCB for
pumps withh cable tray in GI perforated 100 mm
c
wide, 40 mm height.
3 core 2.5 mm2 PVC copper cable for pumps with
D
PVC 20 mm conduit in mtrs
2 Core Copper cable with rigid condu it for
2
E
Underwater light (2.5 mm
F
8 SWG, GI wire for Pumps and electrical panel in
meters
)
lntial chemical charge for 7 days of working (
G
HCL/TCCA/ ALUM/ALEGACIDE)
~-~
'3"1~ 3 , ~
\10 i.:l. ~ ; f:r;.ihr1 ~ ~-
cr•f !! ~:·~
·~. ::i..·rrx1
I
Name of Work : Internal Plumbing Work
S. NO.
DESCRIPTION
Unit.
SUBHEAD-I {Al: SANITARY INSTALLATIONS (As per D.S.R.2014)
1.1
Providing and fixing water closet squatting pan
(Indian type W.C. pan) with 100 mm sand cast Iron P
or S trap, 10 litre low level white P.V.C. flushing
cistern, including flush pipe, with manually controlled
device (handle lever) conforming to IS : 7231, with all
fittings and fixtures complete, including cutting and
making good the walls and floors wherever required:
Each
White Vitreous china Orissa pattern W.C. pan of size
'
580x440 mm with intearal tvoe foot rests
1.2
1.2.1
1.3
1.3.1
1.4
1.4.1
0
3 223
Each
2
5 668
Each
16
4 126
Providing and fixing mirror of superior glass (of
approved quality) and of required shape and size with
plastic moulded frame of approved make and shade
with 6 mm thick hard board backina :
Each
Rectanaular shape 453x357 mm
136
692
Providing and fixing C.P. brass bib cock of approved
laualitv confirmina to IS:8931
15mm nominal bore
Each
168
437
109
323
24
39
342
145
227
563
Providing and fixing Salem Stainless Steel A ISi 304
(18/8) kitchen sink as per IS: 13983 with Cl brackets
and stainless steel waste with plug 40mm including
painting of fittings and brackets, cutting and making
good the walls wherever required.
Kitchen sink with drain board
510X1040mm bowl depth 200mm.
Sink without drain board (For JC)
610X510 mm bowl depth 200mm.
170
Providina and fixina toilet paper holder :
Each
1.7.1 C.P. brass
SUBHEAD-IIIA\: INTERNAL DRAINAGE INSTALLATIONS (As )er D.S.R.2014\
2.1
2.2
2.2.1
2.3
2.3.1
Rate In Rs.
Qty,
Providing and fixing to the inlet mouth of rain water
pipe cast iron grating 15 cm diameter and weighing
Each
not less than 440 arams.
Providing and fixing MS holder bat clamps of
approved design to cast iron (spun) pipe embedded
in and Including cement concrete blocks 10 x10
x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size)
including cost of cutting holes and making good the
walls etr.
For 100mm dia. Pioe
Each
Providing and laying cement concrete 1:5:10 (1
cement : 5 coarse sand : 10 graded stone aggregate
40 mm nominal size) all-round S.W. pipes including
bed concrete as per standard design :
Note: This work shall be done all-round Cl pipe at
around floor's toilet.
100mm diameter
Rm
,r,,~h ~~~ftr.)
a-.u.m·.~:t?i'.fm.
~ ~;.~~ -Jt,':j'7ll
/
.,f),
S. NO.
DESCRIPTION
PPLY INSTALLATIONS (As per O.S.R.2014\
3.1
3.1 .1
3.1.2
3.2
3.3
~
3.4
Unit.
Rate In Rs.
Qty.
Providing and fixing gun metal non- return valve of
aooroved quality (PN 1.6)
Each
65 nominal bore
Each
80 nominal bore
4
6
1 924
3 229
Providing and fixing brass stop cock of approved
1aualitv
Each
36
328
190
70
6
6,417
Structual steel work welded in built up sections,
trusses and framed work including cutting, hoisting,
fixing in position and applying a priming coat of
annroved steel orimer all comnlete.
kq
Constructing masonry chamber 60x60x75 cm, inside
with 75 class designation brick work in cement mortar
1:4 (1 cement:4 fine sand) for sluice valve, with C. I.
surface box 100mm, to diameter, 160mm bottom
diameter and 180mm deep (inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 corase
sand: 4 graded stonr aggregate 20mm nominal size)
necessary excavation foundation concret 1:5:10 (1
cements fine sand : 1O graded stone aggregate 40
mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick
finished with a floating coat of neat cement complete
as per standard design.
ycv
~~ ,~ ~
\ • ~. xl •f ,, -li T
, f'I
.~tr,
•1"1liJ ~~-
Jr rr'I'.
Each
~1'11-mT
<11ircf.(To~o~
&:TR'r T~-31T"T{f
DESCRIPTION
S.NO.
Unit.
Rate In Rs.
Qtv.
EXTERNAL SEWERAGE NETWORK
4.1
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, incl uding getting out the excavated soil, and
then returning the soil as required , in layers not
exceeding 20 cm in depth, including consolidating
each deposited layer by ramming, watering, etc. and
disposing of surplus excavated soil as directed, within
~ l o~ri
'.
4.2
4.3
4.4
4.5
nf r:;n
m ·
All kinds of soil
up to 1.50 m deoth
Pipes, cables etc. exceeding 80 mm dia. but not
metre
exceedina 300 mm dia
615
198
Extra for excavating trenches for pipes, cables etc. in
all kinds of soil for depth exceeding 1.5 m, but not
exceeding 3 m . (Rate is over corresponding basic
metre
item for deoth uoto 1.5 metre).
276.75
225
Providing laying and jointing glazed stoneware pipes
grade 'A' with stiff mixture of cement mortar in the
proportion of 1: 1 (1 cement : 1 fine sand) including
testinn of ioints etc. comnlete.
metre
100 mm diameter
metre
150 mm diameter
10
5
196
299
Providing and laying cement concrete 1:5: 10 (1
cement : 5 coarse sand : 1O graded stone aggregate
40 mm nominal size) alround SW pipes including bed
concrete as oer standard desian.
metre
100 mm diameter
metre
150 mm diameter
10
5
563
688
each
each
0
8
1,515
1 582
metre
metre
15
585
331
445
Cum
90
4 086
Providing and fixing square mouth SW gully trap
grade 'A' complete Cl grating brick masonry chamber
with bricks of class designation 75 and water tight Cl
cover with frame of 300 x 300 mm size (inside) the
weight of cover to be not less than 13.00 kg and
frame to be not less than 5 kg. as per standard
design. (COVER MIN. 4.5 KG & FRAME MIN.2.7 KG
!\
150x100mm size P tvoe With FPS bricks
180x150 mm size P tvoe With FPS bricks
4.6
Providing and laying Non pressure NP 2 c lass (light
duty) RCC pipe with collars jointed with stiff mixture
of cement mortar in the proportion of 1:2 (1cement :
2 fine sand ) including testing of joints etc.
complete.
150 mm. dia. RCC Pioes
250mm. dia. RCC Pioes
4.7
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering. (for RCC pipe bedding) by 1:4:8 (1
cement : 4 coarse sand : 8 graded stone agg. 40 mm
nominal size)
c,V
9a51,• f i" .>l '('
~ ~ i ~i..;QfM'.j
mrro ~~~-i'f'T~
\
S. NO.
4.8
~
Unit.
DESCRIPTION
Constructing brick masonry manhole with F.P.S.
bricks in cement mortar 1 : 4 (1 cement : 4 coarse
sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2
coarse sand : 4 grade stone aggregate 20mm
nominal size); foundation concrete 1:4:8 mix (1
cement : 4 coarse sand : 8 graded stone aggregate
40 mm nominal size) inside plastering 12 mm thick
with cement mortar 1:3 (1cement 3 coarse sand )
finished with a floating coat of neat cement and
making
channels in cement concrete 1:2:4
(1cement : 2 coarse sand: 4 graded stone aggregate
20 mm nominal size) finishd with a floating coat of
neat cement complete as per standard design
4.8 .1
Inside size 90 x 80 cm & 45 cm deep including Cl
cover with frame (light duty) 455 x 610mm internal
dimension total wt. of cover & frame to be not less
than 38 kg (wt of cover 23 kg and wt. of frame 15 kg)
4.8.2
Inside size 120 X 90 cm. and 90 cm . deep including
Cl cover with frame (medium duty) 500 mm internal
diameter, total weight of cover and frame to be not
less than 116 kg (wt of cover 58 kg and wt. of frame
58 kg .)
4.9
4 .10
Extra for depth for manhole with F.P.S. bricks
size 90 X 80 cm
size 1.2m X 90 cm
Rate In Rs.
Qty.
each
2
8 082
each
4
2 1 733
M
M
1
2
5 356
6 416
each
16
15 645
Constructing brick masonry circular manhole 1.22 m
internal dia at bottom and 0.56 m dia at top in cement
mortar 1:4 (1 cement :4 coarse sand} inside cement
plaster 12 mm thick with cement mortar 1:3 (1 cement
: 3 coarse sand) finished with a floating coat of neat
cement foundation concrete 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 40 mm
nominal size) and making necessary channel in
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size)
finished with a floating coat of neat cement, all
complete as per standard design :
1.68 m deep with SFRC Cover and frame (heavy
duty HD-20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of
cover and frame to be not less than 182 kg. fixed in
cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4
including
centering,
shuttering
all
complete.
(Excavation, foot rests and 12 mm thick cement
plaster at the external surface shall be paid for
separately) :
With Sewer bricks conforminq IS : 4885
4.11
Extra depth for circular type manhole 1.22 m internal
dia (at bottom) bevond 1.68 m to 2.29 m :
S. NO.
4.12
~
DESCRIPTION
With Sewer bricks conformina IS : 4885
Unit.
metre
Qty.
16
Rate In Rs.
5,957
each
10
33227
Extra depth for circular type manhole 1.52 m internal
dia (at bottom) beyond 2.30 m :
metre
8
14 10 1
Removini:i Cl Covers
Supplying and fixing C. I. cover without frame for
manholes :
560 mm diameter C.I. cover (heavy duty) the weight
of the cover to be not less than 1OB ka .
each
106
(5 5921
Constructing brick masonry circular manhole 1.52 m
internal dia at bottom and 0.56 m dia at top in cement
mortar 1:4 (1 cement : 4 coarse sand) inside cement
plaster 12 mm thick with cement mortar 1:3 (1 cement
: 3 coarse sand) fi nished with a floating coat of neat
cement, foundation concrete 1:3:6 (1 cement : 3
nominal size) and making necessary channel in
finished with a floating coat of neat cement, all
complete as per standard design :
2.30 m deep with SFRC Cover and frame (heavy
duty HD- 20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of
cover and frame to be not less than 182 kg. fixed in
including
centering,
shuttering
all
complete.
(Excavation, foot rests and 12 mm thick cement
plaster at the external surface shall be paid for
separately) :
4.13
4.14
4.15
in
excavation
Earth
work
by
mechanical
means(Hydraulic excavator)/manual
means
in
foundation trenches or drains(not exceeding 1.5 m in
width or 10 sqm on plan), including dressing of sides
and ramming of bottoms, lift upto 1.5 m , including
getting out the excavated soil and disposal of surplus
excavated soil as directed , within a lead of 50 m
All kinds of soil
Cum
615
150
12 mm cement plaster of mix
1:4 (1 cement : 4 coa rse sand).
Sa.m
45
164
~
~,.,~
?2.,"t;i(f,(fof-;;,of.- ., •.
.a~:--pr.,I ..
S. NO.
4.16
~
4.17
Unit.
DESCRIPTION
Providing orange colour safety foot rest of minimum
6 mm thick plastic encapsulated as per IS : 10910, on
12 mm dia steel bar conforming to IS : 1786, having
minimum cross section as 23 mmx25 mm and over all
minimum length 263 mm and width as 165 mm with
minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or
chequering besides necessary and adequate
anchoring projections on tail length on 138 mm as per
standard drawing and suitable to with stand the bend
test and chemical resistance test as per
specifications and having manufacture's permanent
identification mark to be visible even after fixing ,
including fixing in manholes with 30x20x15 cm
cement concrete block 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal
size) complete as per design.
Rate In Rs.
Qty.
each
32
296
Item
1
346
Making connection of drain or sewer line with existing
manhole including breaking into and making good the
walls, floors with cement cincrete 1:2:4 mix (1cement:
2 coarse sand : 4 graded stone aggregate 20mm
nominal size) cement plastered on both sides with
cement mortar 1:3 (1 cement: 3 coarse sand) finished
with a floating coat of neat cement and making
necessary channels for the drain etc. complete for
pipes 100 to 230mm dia.
SECTION - V EXTERNAL DRAINAG E SYSTEM
DRAINAGE NETWORK
600 MM WIDE, 600 MM AVERAGE DEPTH= 1565
m
(D.S.R. 2014 ITEMS)
5.1
Earth work in excavation by mechanical means
(Hydraulic excavator) I manual means in foundation
trenches or drains (not exceeding 1.5 m in width or
10 sqm on plan) including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting
out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Drain 600mm wide
1565*1.44*1.015
L = 1565 R.M.
8= 1440MM
D = 450+300+50+115+100 = 1015
Total Cu.M
5.2
150
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 and watering, lead up to
50 m and lift up to 1.5 m.
~ -CV:
1.
2287.40
,- ~ ."19~"W
~ ·v n<: 1·1•iiD1 ·lq,n:1
.•. r.
}.
...-,Ji,_ . 'l H
w~rR'hif<ti\'"iot~o
~
~rrl-~.wm
S. NO.
Unit.
DESCRIPTION
Drain 600mm wide
2*1565.00*0.075*0.465
2*1565.00*0.19*0.45
Total Cu.M
5.3
1565.00*1 .050"0.10
5.5
Reinforced cement concrete work in walls (any
thickness), including attached pilasters, buttresses,
plinth and string courses, fillets, columns.pillars,
piers. abutments, posts and struts etc. up to floor five
level, excluding cost of centering, shuttering, finishing
and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone
aaoreaate 20 mm nominal size)
Drain 600mm Wide
2*1565.00*1 .050*0.15
2*1565.00*0.15*0.750
R.C.C Cover 600mm Wide
1565.00*0.900*0.120
Total Cu.M
Centring
and
shuttering
including strutting,
oroooina etc. and removal of form for :
Walls
( any thickness) including attached
oilaters butteresses olinth and strina courses etc
Drain 600mm Wide
1*1565.00*2.56
Girth 600+2*(750+230) 2560
Total Sq.M
=
107
164.33
4,086
556.36
6,721
4006.40
343
30571 .84
65
Reinforcement
for
R.C.C.
work
including
straightening, cutting, bending, placing in position
and binding all complete uoto plinth level.
Thermo Mechanically Treated bars.
Qty same as 5.2.2 x 0.70x78.50
5.7
376.77
Total Cu.M
=
5.6
Rate In Rs.
specified grade excluding the cost of centering and
shutterina - All work uo to olinth level :
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone
aggregate 40 mm nominal size).
~
5.4
Qtv.
KG
Cement concrete pavement with 1:2:4 (1 cement : 2
nominal size) includina finishina comolete.
Drain 600mm Wide
1*1565.00*0.60*0.05
46.95
5,471
Total Cu.M
5.8
12 mm cement plaster of mix :
1 :4 (1 cement: 4 coarse sand)
Drain 600mm Wide
1* 1565.00*2.56
Girth 600+2*(750+230) 2560
=
=
4006.40
Total Sq.M
SLAB CULVERT
164
/
S. NO.
5.9
5.10
5.10.1
5.11
'
Unit.
DESCRIPTION
Reinforced cement concrete work in RCC culvert
slab with 1:1.5:3 (1 cement: 1.5 coarse sand and 3
gradded stone aggregate of 20 mm nominal size)
and
shuttering
centering
and
excluding
6778.20+(7,074.30(Rate
reinforcement.
6,570.00)=7282.5
Cum
Steel reinforcement for R.C.C. work including
and bindino all comolete uoto olinth level.
Ko
Centering and shuttering including struting, proping
etc and removal of form for suspended floors roofs
Som
etc for culvert slab
5
6 918
135
65
11
382
Meter
Meter
metre
metre
65
415
610
160
331
445
481
671
grade excluding the cost of centering and shuttering all work up to olinth level
1:5:10 (1 cement : 5 coarse sand : 10 graded ston
CUM
aaareaate 40 mm nominal size)
187
3,804
Each
with FPS bricks
RAIN WATER HARVESTING
DESILTING CHAMBER (1 No.)
Earth work In excavation by mechanical means
(Hydraulic excavator)/manual means over areas
(exceeding 30cm in depth. 1.5m in width as per as 10
sq.m on plan) including disposal of excavated earth,
lead up to 50m and lift up to 1.5m, disposed earth to
be levelled and neatly dressed.
85
3,760
Cu.M
8.40
139
5.6
96
3.65
40
Providing and laying non-pressure NP2 class (light
duty) RCC pipes 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.
rfor stomn drainaae)
150 mm dia RCC pipe
250 mm dia RCC pipe
300 mm. dia. RCC Pipes
450 mm. dia. RCC Pipes
5.12
5.12.1
5.12.2
5.13
5.13.1
Rate In Rs.
Qtv.
Constructing brick masonry road gully chamber
50x45x60 cm with bricks of class designation 75 in
cement mortar 1:5 (1 cement : 5 fine sand) including
500 x 450 mm (heavy duty) precast RCC horizontal
grating with frame complete as per standard design:
5.14
5. 16
All kinds of soil
not exceeding 20cm in depth, consolidating Each
deposited layer by ramming and watering , lead up to
Cu .M
50 m and lift uo to 1.5m.
Extra for every additional lift of 1.5 m or part there of
in:
Cu.M
All kinds of soil.
Providing and laying in position cement cncrete of
specified grade excluding the cost of centring and
shuttering - a ll work upto plinth level.
5.17
5.18
5.18.1
5.19
\
UV
- '(~ -
'3q ~·,,,'"i:r,,:G.."ii
'3. ~. xT\ifqj"r~ f:-r,11·11r f;,·iil, ~
~11T~ ~ cfil~. 3V•Ti:1
~
l<Krf V\TI'(t
"aM,uo~~
arPm "51f-at"Pra
S.NO.
5.19.1
DESCRIPTION
Un it.
1:4:8 ( 1 cement :4 coarse sand : 8 graded stone
aaareaate 40 mm nominal size)
Cu.M
5.20
Centring and shuttering including strutting, proppintg
etc. and removal of form for:
5.20.1 Suspended floors.roofs, landings, balconies and
access olatform.
Sa.M
5.21
Edoes of slabs and breaks in floors and walls
5.21 .1 Under 20 cm wide
R.M.
5.22
Steel reinforcement for R.O.C. work including
and bindina all comolete uoto olinth level.
5.22.1 Thermo Mechanicallv Treated bars.
Ko.
, 5.23
Providing and laying in position machine batched and
~
machine mixed design mix M-25 grade cement
concrete for reinforced cement concrete work, using
cement content as per approved design mix,
including pumping of concrete to site of laying but
excluding the cost of centering, shuttering , finishing
and
reinforcement,
including
admixtures
in
recommended proportions as per IS: 9103 to
accelerate, retard setting of concrete, improve
workability without impairing strength and durability
as per direction of Engineer-in-charge.
5.23.1
5.24
5.24.1
5.24.2
5.25
5.25.1
5.26
5.27
[BJ
5.28
(Note :- Cement content considered in this item is @
330 kg/cum. Excess/less cement used as per design
mix is navable/recoverable seoaratelv).
All works uoto olinth level.
Cu.M
Brick work with F.P.S. bricks of class designation 75
in foundation and olinth in:
Cement mortar 1:4 (1 cement: 4 coarse sand)
Cu.M
12 mm thick cement plaster of mix 1:4 (1 cement: 4
fine sand\.
Cum
Providing, laying and jointing glazed stoneware pipes
grade 'A' with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement: 1 fine sand) including
testing of joints etc. complete:
200 mm diameter
R.M.
Supplying, filling, spreading & leveling coarse sand of
size range 1.5 mm to 2 mm in recharge pit, in
required thickness over gravel layer, for all leads &
lifts, all complete as per direction of Engineer -incharae.
Cu.M
Providing and fixing in position pre-cast R.C.C .
manhole cover and frame of required shape and
aooroved aualitv
L D- 2.5
Rectangular shape 600x450mm internal dimensions
Each
RECHARGE PIT {1 No.}
Earth work in excavation by mechanical means
(Hydraulic excavator) I manual means in foundation
trenches or drains (not exceeding 1.5m in width or 10
Sq.M on plan) including dressing of sides and
ramming ob bottoms, lift upto 1.5m, including getting
out the excavated soil and disposal of surplus
excavated soil as directed, withen a lead of 50m.
Qty.
Rate In Rs.
0.3
3 725
2
353
6
106
23.55
63
2.3
5 419
5.25
4605
15
138
3
510
0.27
810
2
1 075
S. NO.
DESCRIPTION
Unit.
All kinds of soil
Cu.M
Extra for every additional lift of 1.5 m or part thereof in
excavation /banking excavated or stacked materials.
Qty.
59.17
Rate In Rs.
150
Depth exe. 1.5m but not exceedinq 3.0m.
Cu.M
Depth exe. 3.0m but not exceedinq 4.5m.
Cu.M
not exceeding 20cm in depttT, consolidating Each
deposited layer by ramming and watering , lead up to
50 m and lift up to 1.5m.
Cu.M
Providing and laying in position cement cncrete of
specified grade excluding the cost of centring and
shutterina - all work upto Plinth level.
1:4:8 (1 cement :4 coarse sand : 8 graded stone
aqqreaate 40 mm nominal size) .
Cu.M
Centring and shuttering including strutting, proppintg
etc. and removal of form for:
Suspended floors.roofs, landings, balconies and
access olatform.
Sa.M
Edqes of slabs and breaks in floors and walls
Under 20 cm wide
R.M.
Reinforcement
for
R.C.C .
work
including
and bindina all complete.
Ko.
Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement
concrete for reinforced cement concrete work, using
cement content as per approved design mix,
including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing
and
reinforcement,
including
admixtures
in
recommended proportions as per IS: 9103 to
accelerate, retard setting of concrete, improve
workability without impairing strength and durability
as per direction of Engineer-in-charge.
22.6
15.05
44
79
25.65
107
0.9
3,725
10.75
353
12.56
106
175
63
1.48
5 419
17.65
4 605
30
138
3
307
1.5
801
5.29
5.30
5.31
~
5.32
5.33
5.34
5.35
(Note :- Cement content considered in this item is @
330 kg/cum. Excess/less cement used as per design
mix is Pavable/recoverable separatelv).
All works upto olinth level.
Cu.M
Brick work with F.P.S. bricks of class designation 75
in foundation and plinth in:
Cement mortar 1:4_(1 cement: 4 coarse sand)
Cu.M
12 mm thick cement plaster of mix 1:4 (1 cement: 4
fine sand).
Sq.M
Providing, laying and jointing glazed stoneware pipes
g rade 'A' with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement: 1 fine sand) including
testing of joints etc. complete:
5.36
5.37
200 mm diameter
R.M.
Supplying, filling, spreading & leveling coarse sand of
size range 1.5 mm to 2 mm in recharge pit, in
required thickness over gravel layer, for all leads &
lifts, all complete as per direction of Engineer -incharae .
Cu.M
5.38
..\c _~
0'-1 ~.'(f~~T
"Cl, 9, xln~·;"',
v!
r~
I
'
;
f,ry.nr f;rti'P, ~-
•~-(I;
:it ~ .~r~·l'!l
~
.~~
<Wouoftro~ofko
~ ~- 3WRT
S. NO.
5.39
5.40
-
5.41
5.42
5.43
5.44
DESCRIPTION
Unit.
Boring/drilling bore well of required dia for casing/
strainer pipe, by suitable method prescribed in IS:
2800 (part I), including collecting samples from
differe nt strata, preparing and submitting strata
chart/bore log, inclu ding hire & running charges of all
equipments, tools, plants & machineries required for
the job, all complete as per direction of Engineer -incharge, upto 90 metre depth below ground level.
All tvoes of soil
300 mm dia.
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 labour charges,
fittings & accessories etc. all complete, for all depths,
as per direction of Engineer -in~charge.
Rate In Rs.
Qty.
R.M.
20
378
150 mm nominal size dia.
R.M .
Supplying, filling, spreading & leveling gravels of size
range 4.6 mm to 4.8 mm, in the recharge pit, over the
existing layer of boulders, in required thickness, for all
leads & lifts, all complete as per direction of Engineer
in-charae.
Cu.M
Supplying, fi lling, 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 as
I oer direction of Enaineer-in-charae.
Cu.M
Providing and fixing in position pre-cast R.C.C.
manhole cover and frame of required shape and
annroved aualitv
L D-2. 5
Rectangular shape 600x450mm internal dimensions
Each
Providing and fixing hard drawn steel wire fabric
75x25 mm mesh of weight not less than 7.75 Kg per
sqm to window frames etc. including 62x19 mm
beading of second class teak wood and priming coat
with approved steel primer all complete.
Sq.M
25
557
4.9
502
4.9
470
2
1 053
9.42
1,062
\v ~\._, /
~--
1\S -
~~
n. Y. ~·Nll ~·fr'i f;rrrr.t ~.
~11':'[{ :;G,' l·
:~_;-!~~;
~
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$.Pm~-~
'
'
S. NO.
DESCRIPTION
Unit.
Rate In Rs.
Qty.
EXTERNAL WATER SUPPLY SYSTEM
DISTRIBUTION NETWORK FOR FRESH WATER
SUPPLY
6.1
Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass
threaded fitti ngs This includes jointing of pipes &
fittings with one step CPVC solvent cement
,trenching ,refilling & testing of joints complete as per
lrfir<>rtinn nf FnninP.P.r in CharnP.
External work
15mm nominal bore
20mm nominal bore
25mm nominal bore
40mm nominal bore
50mm nominal bore
75 mm nominal inner dia Pipes (lrrigation+Bore well)
RM
RM
RM
RM
RM
10
15
35
45
75
136
155
199
333
498
RM
RM
RM
1850
215
65
1 949
2 693
3 255
2
2
16
14
407
556
713
1 223
1 825
10
15
35
45
75
1850
215
65
63
64
66
68
71
115
122
181
Providing & Fixing C.l.sluice valve(with cap)
complete with bolts.nuts.rubber insertions etc.{the tail
oieces if reauired will be oaid seoaratelv)
100 mm dia.oioe
Each
150 mm dia.oioe
Each
4
1
3 725
5409
Providing and fixing C.I. double acting air valve of
approved quality with bolts, nuts. rubber insertions
etc. complete (The tail pieces, tapers etc if required
will be oaid seoaratelv) :
6.7A.1 50 mm dia
Each
6.7A.2 80 mm dia
Each
Each
6.7A.3 100 mm dia
2
2
1
4 539
5 863
7 705
6.1.1
6.1.2
6.1.3
6.1.5
6.1 .6
6.1.7
100 mm nominal inner dia Pioes
150 mm nominal inner dia Pioes
6.2
6.2.1
6.2.3
6.2.4
6.2.5
6.2.6
6.3
6.6.1
6.6.2
6.6.3
6.6.4
6.6.5
6.6.7
6.6.8
6.6.9
6.7
6.7.1
6.7.2
Providing and fixing gun metal gate valve with C.I.
wheel of aooroved aualitv <screwed end) :
external works
25mm nominal bore
40mm nominal bore
50mm nominal bore
65mm nominal bore
80mm nominal bore
Providing and filling sand of grading zone V or
coarser grade all-round the G.I. pipes in external
work.
15mm nominal bore
20mm nominal bore
25mm nominal bore
40mm nominal bore
50mm nominal bore
80mm nominal bore
100 mm nominal bore
150 mm nominal bore
Each
Each
Each
Each
Each
RM
RM
RM
RM
RM
RM
RM
RM
8
6.7A
~ CAV
--- sc -· ' ~
'1. • \ .. '
1r,
1
?::
p,~ fq,11{
'«•'.
nrr{l
~
Fe,
~lf)tfft
~o~o
~"1iTf-3n
S. NO.
6.8
~
6.8.1
6 .9
Unit.
DESCRIPTION
Constructing masonry Chamber 60X60X75 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 100 mm top diameter, 160 mm
bottom diameter and 180 mm deep (inside) with
channel lid and RCC top slab 1:2:4 mix (1 cement: 2
coarse sand: 4 graded stone sggregate 20 mm
nominal size) necessary excavation foundation
concrete 1:5: 10 (1 cement : 5. fine sand: 10 graded
stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement: 3
coarse sand) 12 mm thick finished with a floating coat
of neat cement complete as per standard design:
With F.P.S. bricks
With F.P.S. bricks
6.10
Constructing masonry Chamber 120X120X100 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 1DO mm top diameter, 160 mm
bottom diameter and 180 mm deep (inside) with
concrete 1:5:10 (1 cement : 5 fine sand: 10 graded
6.11
Each
18
6 417
Each
4
11 089
Each
2
15 290
Mtr.
2310
198
Constructing masonry Chamber 90X90X100 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 100 mm top diameter, 160 mm
bottom diameter and 180 mm deep (inside} with
concrete 1:5:10 (1 cement: 5 fine sand: 10 graded
6.9. 1
6.10.1
Rat e In Rs.
Qty.
With F.P.S. bricks
Excavating trenches of required w idth for pipes,
cables etc. including excavation for sockets and
dressing of sides, ramming of bottom depth upto 1.5
M including getting out the excavated soil (HARD OR
SOFT) and then returning the soil as required in
layers not exceeding 20 ems in depth including
consolidating each deposited layer by ramming,
watering etc. and disposing of surplus excavated soil
as directed within a lead of 50m. [hard/Dense soil]
6.16.1 All kind of soil
6.16.6.1 Pipes.cables etc.exceeding
exceedina 300mm dia.
80mm
'
dia.but
,,.~. ~~fti.)
::···~·.n.~1.f.i."1.fM.
not
S. NO.
6.12
6.13
6.14
~
Unit.
DESCRIPTION
Extra for excavating trenches for pipes, cables etc. in
all kinds of soil for depth exceeding 1.5m,but not
exceeding 3 m.(Rate is over corresponding basic
Mtr.
item for deoth uo to 1.5 metre).
Rate In Rs.
Qty.
51
225
Structual steel work welded in built up sections,
trusses and framed work including cutting, hoisting,
fixing in position and applying a priming coat of
aooroved steel orimer all comolete.
kQ
45
70
Making connection of GI distribution branch with GI
main of 50-80mm nominal bore by providing and
fixing tee, including cutting and threading the pipe
etc. comolete.
Item
16
723
Yr~
-. .)\."\;).~n~
~
~- 1J \!\.~ ' fl ·,tu· {"1~ .
U•;·
··n1•,•; -..:,;ITT
Name of Work : Internal Plumbing Work
Unit.
DESCRIPTION
S.NO.
SUBHEAD-IIBl: SANITARY INSTALLATIONS (NON-SCHEDULED ITEMS}
Providing and fixing white color vitreous Floor mounted
European W.C. with CP bolts, nuts, Cl brackets, with 'P'
or 'S' trap including seat cover, C.P. Fixtures, like bolts &
rubber buffers etc. complete including CP jet system
complete with 15 mm dia CP connection pipe with 15 mm
dia CP stop cock complete including cutting and making
good the walls and floors wherever required.
1.1
~
1.2
Rate In Rs.
Qtv.
WC - Make: ROCA , Cat: RS342998000 , Cist ern
Model No. RS341991000, Soft-close seat and cover
Each
RA801992004
168
20,288
155
11,372
Each
247
27,342
Supply, installation, testing and commissioning 15mm
Automatic Sensor Tap [Make:Grohe Euroeco Ce
Each
Electronic Fittino Basin - 362720001
155
14,570
Providing and fixing Towel ring (Make: Jaquar, Model
:Cat No- 1121N) with brackets fixed to wooden cleats
Each
with C.P. brass screws.
155
2,889
Providing and fixing C.P. brass angle valve for basin
mixer and geyser points of approved quality conforming
to IS 8931 a) 15 mm nominal bore. (Make : - Grohe
Anale Valve Commercial - 2201100M)
15 mm nominal bore
478
915
Providing and fixing white color vitreous China flat back,
rectangular wash basin with R.S. or Cl bracket and 32
mm dia outlet, with 32 mm dia C.P. bottle trap with brass
C.P. wall cap and extension pieces, 15 mm dia C.P.
brass angle stop cock with 10mm dia C.P. brass
connection pipe etc. CP brass chain, CP wall flange,
rubber adopter for waste connection complete, CP brass
chain CP waste and CP pipe to wall with CP wall flange
and rubber adopter for waste connection complete, with
pedestal of matching model below wash basin, including
cutting and making good the walls wherever required.
Each
Make: ROCA, Model: Estudio, Cat no. RS325200 .. 1
1.3
Providing and fixing urinals with sensor type ; electrical &
battery operated, urinal partitions complete with siphon
and concealed C.I. brackets, brass C.P. supply and
flushing connections with 1 NO. 15 mm Dia. Brass C.P.
angle type stop cock with brass C.P. wall cap, with C.P.
waste coupling with 32 mm Dia C.P. bottle traps with
C.P. wall caps brass CP cones at inlet and outlets
concealed lead pipes drains form bottle trap drain pipes
in floor. Joining etc complete.
-
Make: ROCA, Model: Chic, Cat
Urinal
RS35945JOOO
Sensor - Make: ROCA, Cat No:RT5X9215EOO
1.4
1.5
1.6
.
No:
Each
, _ ~:~. ~~t{f:t)
'3'•!~
.. •'!:;r
"'"... ..f~_;t.) :.• ~. .:r,,~-,;..
~,,rf:l c~ ~t,'.·.i.i·--.-.:·,~~·;1
\
1.7
1.8
1.9
1.10
Providing and fixing soap container (Make: Grohe 40
368 000) with brackets fixed to wooden cleats with C.P.
brass screws.
Each
155
849
Providing and fixing CP Bottle Trap for basin, sink and
Each
urinal. (Make: Grahe Bottle Trao - 28920000)
155
1,754
Supplying, storing, handling, shifting, installation, testing
and commission ing of CP flxible hose, spray, wall flange
etc. complete. (Grohe Trigger Spray Set - 27513000 I
Model no. 03 295 06 99 of Schell )
Each
168
2,556
Each
168
3,366
Providing and fixing C.P. brass bib cock of approved
I Quality confirminq to IS:8931 /Grahe 30064001 l
15mm nominal bore
~
1.11
Providinq and fixino urinal patitions. (Make: Laufen )
Each
247
14,361
1.12
Providing and fixing 15mm dia C.P, brass wall-mounted
central hole sink mixer with swinging spout of approved
make and quality with all fittings and accessories etc.
complete.(Grohe Baucurve Kitchen Sink Mixer
31231000)
Each
2
7 ,539
Providing and fixing toilet paper holder(Grohe Baucurve
Kitchen Sink Mixer -31 231000)
Each
109
3,671
20
6,033
-
1.13
1.16
Providing and fixing Hand dryer with C.P brackets with
C.P brass screws and PVC rawl plugs complete in all
respects including cutting and making good the wall
where required . (EH 02 ABS Hand Dryer, Make:
Euronics)
Each
1.17
Providing and fixing horizontal type storage hot water
'
heater within-built pressure relief valve, rated for inlet
water pressure upto 6 bar complet in all respects
including inlet, oulet connections, fixing bolts etc. and
testinq complete. [VENUS I AO SMITH/Racoldsl
Capacity 50 litres
Each
22
SUBHEAD-II
(8): INTERNAL DRAINAGE INSTALLATIONS /NON-SCHEDULED ITEMS)
L1
2.1.1
2.1.2
16,615
Providing and fixing sound insulated PP piping system
with 3 layer pipe made of PP-C + PP-MV + PP-C in Blue
Ral 5014 (halogen and calcium free) colour, push-fit type,
food safe, high impact and stiffness as per ON EN 14511 and DIN 19560 offering sound levels of not more than
21 dBA at a flow rate of 4 1/s and having pipe ring
stiffness as per 1 SO/DIS 9969 and tightness as per EN
1277/B and C and DIN 19560, with all necessary fittings
in blue colour as per ON EN 1451-1 and DIN 19560 all
fitted with factory fitted lip ring. (Make - Poloplast)
110 mm dia POLO KAL NG
160 mm dia POLO KAL NG
RM
RM
W.~~. ~~flH :, )
a.!l.~.f;.f; ·. ;
~
f,-j :"'":":'7;~r
•
. . .. . :1
975
725
1,997
4,829
~~"Tlt
Wll'Dtrcf~~ff..;
"'U1l\l ~--wrm
\
2.2
2.2.1
2.2.2
2.3 ~
2.4
2.5
2.5.1
2.5.2
2.6
2.7
2.7. 1
2.7.2
Providing and fixing sound insulated PP piping system as
per ON EN 1451-Part 1-6 & EN 12056 Part 1-5 with 3
layer pipe made of PP-C + PP-MV + PP-C in Blue Ral
5014 (halogen and calcium free) colour, push-fit type,
food safe, having high impact and stiffness, offering
sound levels of not more than 21 dBA at a flow rate of 4
1/s and having pipe ring stiffness as per 1SO/DIS 9969
and tightness as per EN 1277/B and C and DIN 19560,
with all necessary fittings in blue colou r, fitted with factory
fitted lip ring (Make: POLOPLAST Germany). ( For
Indirect waste/ Wash Basin/Urinal/Sink/Floor Drain )
40 mm nominal bore
50 mm nominal bore
RM
RM
390
620
1,1 44
1,144
Each
247
3,686
Each
115
1,966
Providing and fixing end cap (door piece) of pp for
cleanina.
with 110 OD
Each
with 160 OD
Each
61
20
2,195
5,992
Providing and fixing PP 110mm P Trap with minimum
50mm water seal with rubber seal on inlet to push fit
Each
hopper for indirect waste connections (McAlpine UK).
247
2,862
Providing and installing Air Admittance valves with
required air flow rate, including submission of design
data (McAloine/STUDOR\
Airflow capacity upto 32 1/s ( Maxi Vent)
Each
Each
Airflow capacity upto 7.51/s ( Mini Vent)
12
34
7,375
4,593
Providing and fixing floor drain with 50mm outlet and 100
mm inlet with SS grating having 50mm seal for indirect
floor drain (Make: McAlpine Model: MRFG3).
Providing and fixing floor drain (FD) with 50mm outlet
and 100 mm inlet with SS grating having 19mm seal for
indirect floor drain (FD) (Make: McAlpine Model:MRFG4
(for horizontal oullet/mrfg4v (for vertical outlet).
~
-C!,L----
'3""q ~ J~~
r~i
'3. ~. ~jFl*' JiTJ ~ fu.
..,-;il,\l :[cl1T~ . JliT"<':T
li.~. ~1t;{ffr.)
a: rr. ~.~ .tlr.fi-t.
~R; ·
~ . .
-tt!>l~· -,5 .., •.,,
.. "'
SUBHEAD-Ill (B): WATER SUPPLY- INTERNAL WORK (NON-SCHEDULED ITEMS)
3.1
-
-
3.1.1
3.1.2
3.1.3
3.1.4
3.1.5
3.1.6
3.1.7
3.1 .B
3.2
3.2.1
3.2.2
3.2.3
3.3
3.3.1
3.3.2
3.6
3.6.1
3.6.2
3.6.3
3.6.4
1"'1 uv'IUlrlY u,u,, "~uu ;:,,,:;;,:;! fJ't'"'" IVlcll\O:h.lUluol 1,v111v1111111~
to EN 10312 standard complete with press type fittings
for Hot and cold water supply, RO & domestic water
supply system capable to withstand temperature upto
1100 centigrade and pressure upto 16 bars made from
316 L grade-Material no. 1.4404 (X2CrNiMo17-12-2) of
annealed and pickled stainless steel sheet, with ends
deburred at 900 and with length of 3 meters. Pipe
qualifying to 100% eddy current, 100% hydrostatic tested
and air-under water tested under 10kgs. Fittings also
conforming to EN 1031 2 standard in 316 L stainless steel
grade of Jindal approved make in accordance with
DVGW regulation such as tees, coupling, elbow, male
adapter, connectors etc with Black grooved 0 -ring of
EPDM material which can withstand temperature upto 200 to 1100 C including suitable connection as per site
requirement. Direct contact of stainless steel pipes and
fittings to galvanized iron should be avoided by inserting
approved type of filler material as per project
manager's/consultant requirement. Flanges, clamps with
hanger at a spacing of 2 m centre to centre min or as
required etc. necessary adapters for GI/copper and CP
15 mm nominal outer dia pipes
76.1 mm nominal outer dia pipes
88.9 mm nominal outer dia pioes
Rm
Rm
Rm
Rm
Rm
Rm
Rm
Rm
2455
1575
1115
580
690
290
285
130
677
953
11135
11592
11858
21311
4,063
4,708
Providing and fixing brass ball valve with SS 304 Stem
and ball teflon seat complete (PN-16).
Each
15 mm dia nominal bore
Each
Each
34
87
55
328
459
717
Supply and installation of Butterfly Va lves with mating
flanges generally as specified all complete. PN 1.6
Set
Set
12
7
2,043
2,245
Rm
Rm
Rm
Rm
521
245
145
65
133
150
180
214
Providing and fixing insulation with Armaflex elastomeric
nitrile rubber sheets complete with plastering.
20 mm thick insulation with Arm flex elastomeric nitrile
rubber sheets for hot water & cold water pipes exposed
to sun complete with plasterina
15 mm dia, nominal
20 mm dia, nominal
25 mm dia, nominal
32 mm dia, nominal bore
~~-
l
• ·-,~ ii!.)
3 .V ."t!T.f.;l.ii'/.fa.
~~;mr
3.7
Providing & fixing schedule puddle flanges made of
heavy class M.S. pipe minimum 700 mm long, both side
threading upto 50 mm dia pipe and one side threaded
and other side flanged for 63dia and above sizes with
epoxy coating. M.S. Plate 230 x 230 x 6 mm shall be
used for pipe size upto 50 mm dia, 300 x 300 x 6 mm
M.S. plate shall be used upto 80 mm dia pipe, 400 x 400
x 6 mm M.S. plate shall be used upto 250 mm dia pipe,
450 x 450 x 6 mm M.S. plate shall be used upto 350 mm
dia pipe. (Length of pipe shall be increase in some
3.7.1
3.7.2
3.7.3
.3.7.4
3.7-.5
3.7.6
25 mm dia, nominal
r<>C::PC::\
Each
Each
Each
Each
Each
Each
18
6
2
2
12
2
305
457
547
627
843
1,1 58
f''$Tf v.TI'fr
~11o·ucAt,11:o~
~fll''<T~-3l'l'l'ITT
SECTION - IV EXTERNAL SEWERAGE NETWORK _(NON-SCHEDULED ITE MS)
4.18
~
4.19
Construction brick masonry grease trap of 2.4 m x 1.2m x
1.2 m having 230mm thick brick wall upto 900mm and
345mm thick above 900mm with 1:2:4 mix (1 cement : 2
coarse sand 4 graded stone aggregate 20mm nominal
size), 100 mm thick RCC top slab with 1:2:4 mix (1
cement : 2 coarse sand 4 graded stone aggregate 20mm
nominal size), 100mm thick P.C.C. 1:4:8 mix (1 cement :
4 coarse sand : 8 graded stone aggregate 40 mm
nominal size), Inside plastering 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand) finished with
floating coat of neat cement on all inside surface, 3 Nos.
750x750 SS perforated tray and 90 Kg M.S. cover with
frame complete as per standard design.
Item
1
81 ,225
F.R.P. manhole cover with frame (600 x 600 mm internal
dimensions capable to bear 10 T Load).
each
32
6,787
~
~~
<ffiJOTio~iBO
awm ~4TI"ffl
SECTION - V EXTERNAL DRAINAGE SYSTEM
EXTERNAL DRAINAGE SYSTEM
DRAINAGE NETWORK (NON-SCHEDULED ITEMS)
Providing & fixing of F.R.P. Grating (Heavy Duty) for
channel drains including all accessoreis complete
canable to bear 1 T Load.
Each
644 wide x 40mm thk.
RAIN WATER HARVESTING (NON-SCHEDULED
ITEMS)
5.15
5.45
~
6.16
6.16.1
6.16.2
6.17
6.17.1
6.17.2
6.17.3
6.17.4
6. 18
6.18.1
6.18.2
2175
4,917
120
1,069
85
25
1,856
2,391
Supply and installation of Butterfly Valves with mating
flanges generally as specified all complete. PN 16
Each
Each
Each
Each
8
12
6
2
2,043
2,245
2,828
3,853
Providing and fixing gun metal non- return valve of
annroved Quality (PN 1.6)
Each
Each
2
1
7,422
11 ,315
Providing, fixing, testing and comm1ss1oning of uPVC
waste pipe conforming to IS : 4985-2000 class IV (6
Kg/Sq.cm) including all moulding fittings conforming to IS
: 7834 (Part I to Part-7) 1987 such as tees, bends,
reducers, coupling, adaptor etc. solvent welded joints as
per manufacturer recommendation including cutting and
making good the walls, floors. R.C.C. work etc. (For
rwi::R i::1OW)
.
metre
210 mm OD UPVC Pipe
EXTERNAL WATER SUPPLY SYSTEM (NONSCHEDULED ITEMS)
Providing and fixing GI pipes medium class conferming
to IS 1239 with GI fittings including cutting hole chase
painted with primer, two coats of enamel paints etc (Bore
well and Pumo room worksl.
100 mm dia, NB
150 mm dia, NB
M
M
~
~~
'an1'1'<'f0fllof"IO~O
~~-3lt7ilT
PUMPS( NON SCHEDULED ITEMS!
8.1
-
Raw Water Treatment Feed Pump set
Providing, fixing, commissioing and testing package
vertical raw water pumps, comprising of 3.0 nos.
Electrical Driven inline pumping sets each of 7.0 LPS to a
head to 35 meter (1 working + 1 stand by) with all
accessories, Pumps shall be with C.I. Base, S.S 304,
impeller, shaft, mechanical seal, S.S. Shaft directly
coupled to motor suitable for operation on 400/440 volts,
3 phase 2900 RPM. TEFC electronic motor mounted on
a common channel baseplate 150mm dia pressure
gauge, GM isolation cock and cement concrete
foundation with plaster with dunlop cushy foot mountings
with all accessories such as NRVs, valves, pressure
guage bourden type, common suction and delivery
header, bellows on sucton and delivery side complete in
Pumps shall be suitable for 415 ± 10% volts 3 phase 50
Hz A.C supply & shall be having the following
requirement complete with foundation ·and associated
Set
1
501,851
..
Suction & Delivery Header - SS 304
Control Valve On suction and Delivery - Ball Valve Only
(No Butterflv Valve Acceoted\.
Flow Prevention - Only Check Valve
Suction & delivery header including all pipes, suction &
delivery sides valves, NRV, Pressure gauges &
accessories comolete.
Flow Rate
: 7.0 LPS
Head
: 35 M
Min. Motor HP : 7.5 H.P. (Each)
~
~~
ar:;ouo~ffliio
~mu 'Piff-awm
8.2
Water Booster Pumpset (Treated Water Suoolvl
Supplying & supervision of testing & commissioning of
Booster Pump set (Hydropneumatic systems) as
described below
package vertica l Hydropneumatic system, comprising of
4 nos. (3 duty + 1 stand by) Electrical Driven inline
pumping sets each of 7.0 LPS to a head to 60 meter
with all accessories, Pumps shall be with C.I. Base, S.S
304, impeller, shaft, mechanical seal, S.S. Shaft directly
switch, common suction and delivery header, bellows on
sucton and deliverv side comolete in all reosects.
Pump mounted or wall mounted microprocessor based
controller, Electronic control panel With frequency
inverter, logic controller relays, pressure sensor,
pressure sensor transmitter, electrical wiring, cabling
from panel to pumps, level controller, two lined LCD
display, diodes to indicate pump ready, pump running
and fault capable to communicate with toher RS 485
interface. with Power box equipped with fuses or
isolators or circuit breakers as required. complete with all
accessories as per manufacturer specifications .
Set
1
1,697,168
One Number Variable frequency Drive
Impeller : Stainless Steel
Shaft : Stainless Steel
RPM : 2900.
Mover : Electric Motor
HP - As required.
Necessary foundation with bolts
Ball valve on suction & delivery
NRV on delivery
Dust & vermin proof cubicle type motor control centre
fabricated from powder coated 16 SWG MS sheet
suitable to automatic working of above mentioned
oumos.
-~
\3"q3l~'
'3. >J. xlvl~ f.'fi1bf ~ ~.
3fPRT ~q;-1{
3P"IRT
Water Booster Pumpset - RO TRANSFER PUMPS
8.3
Set
~
Booster Pumps et (Hydropneumatic systems) as
described below
package vertical Hydropneumatic system, comprising of
2 nos. (1 duty + 1 stand by) Electrical Driven inline
pumping sets each of 2.0 LPS to a head to 60 meter
with all accessories, Pumps shall be with C.I. Base, S.S
304, impeller, shaft, mechanical seal, S.S. Shaft directly
switch, common suctio n and delivery header, bellows on
sucton and delivery side comp lete in all repsects.
Pump mounted or wall mounted microprocessor based
controller, Electronic control panel with frequency
inverter, logic controller relays, pressure sensor,
pressure sensor transm itte r, electrical wiring, cabling
from panel to pumps, level controller, two lined LCD
display, diodes to indicate pump ready, pump running
and fault capable to communicate with toher RS 485
interface. with Power box equipped with fuses or
isolators or circuit breakers as required. complete with all
accessories as per manufacturer specifications.
Control Valve On suction and Delivery - Ball Valve Only
l<No Butterflv Valve Acceoted).
One Number Variable frequency Drive
Impeller : Stainless Steel
Shaft : Stainless Steel
RPM : 2900.
Mover : Electric Motor
HP - As required.
Necessary foundation with bolts
Ball valve on suction & delivery
NRV on delivery
1
447,103
8.4
Sump Pumps
Supply & Installation, testing and comm1ss1ornng of
centrifugal non clogging submersible sump pumps for
plant room drainage. Pump capable capable of handling
25 mm dia soft solids. Motor suitable for 415 + 10% volts,
3 phase, 50 Hz AC Power supply. Pumps shall be
suitable for automatic/manual operation (Overall depth of
sump - 1.5 M). Submersible sump pump shall be
provided with dry running protection. Inclusive of
I c::., ,nnortina arranaement for stationarv tvne
Two nos. of pump installed in one sump pit 1
working & 1 standby with automatic/manual opration
as requireds.
~
8.5
8.6
.
Waste Water Drainage Sump Pump
Flow rate
: 4 LPS
Head
: 15 Mtrs.
Min . Motor HP : 2.2 (Each)
Each
16
68,434
Sewaqe Water Transfer Sump Pump
Flow rate
: 4 LPS
Head
. 15 Mtrs.
Min. Motor HP : 2.2 (Each)
Each
2
320
Providing & fixing of HD F.R.P. Cover with frame 600 mm
dia internal dimensions (capable to bear 2.5 T Load) for
Each
sumo cits.
8
6,787
16
428
Providing & fixing pressure gauges of not less than
100mm dia dial of pressure range 0-1 5 kg/cm sq
complete with shut off valve duly calibrated before
installation. It shall be provided on suction & discharge of
pumps complete as per direction of Engineer incharge.
Each
SECTION- X SEWAGE TREATMENT PLANT
10.1
-
Design, supplying, installing, testing & commissioning of
Sewage Treatment Plant (PV-GEL I MBBR) Capacity
500.0 KLD (excluding excavation, back filling & disposal
of surplus earth and Civil construction work) for the
followina dutv:
Nature of Sewage - Waste water from kitchen & canteen
and Domestic Sewaae from toilet/ Office use
Daily averaae flow - 500 kid
pH 6.5-8.0
BOD - upto 300-450 Mal l
S. Solids - 250 - 400 Mgll
COD - upto 500-800 Mal l
Oil & Grease - 50 Mg II ( before O&G Trap)
Sewaae discharge standard after treatment
IPH - 6.0 - 8.5
BOD - Less than 20 Mg/L
S. Solids - Less than 100 Mall
COD - Less than 150 Mai l
Oil & Grease < 10
Sewage treatment plant shall include the following items:
Item
1
9,310,000
Screen Chamber
Oil & Grease chamber
Sewage equalization tank/sump
Primarv settlina Tank
Fludised Bio Reactor
Secondary Settling tank
Sludae holdina tank
Air Blowers, Pumps & eauipment
Piping, Valves etc
Electrica l Panel & Cabling
Plant room adjacent to STP.
All piping, valves & level indicator/controller etc. within
plant room.
For 2 x 7.5 HP Softening feed Pumps for STP (1 Duty + 1
Stand bvl
For 2 x 9.0 Hp Softl Flushing pumps (1 Duty + 1 Stand
bvl - H.S.
For 2 x 5.0 HP Irrigation pumps (1 Duty+ 1 Stand by)
For 2 x 2.0 HP Sludge Transfer Pumps for STP (1 Duty +
1 Stand bv)
2 x 2.0 HP Blower Air Feeder Line (1 Duty + 1 Stand by)
2 x 2.0 HP Back Wash Pumps
Filters (DMF & AC F)
Softener with brine tank
UV
Dosing units
For 2 x 2.0 HP Sewage Sump Pumps (1 Duty + 1 Stand
by)
All accessories and media reauired for STP and WTP
Instrumentation
Piping and valves as per specification and drawinas
All elctrical works including all wiring and accessories in
side STP.
Capacitv : 500 M3 I Day
%L---,
~'V'tTfl'
- 11.~. ~:(~.) -
'51Q'd'Oo~11Joh
..,..l_
-"J c.,..
::::-., ''-·
..~
t,.; YJ •£ •
~ •.. •. , '"''~~~.;-~/'I:n
3Tl'TITI' ~ -3'fl1T'T
j •:
O
:
DESCRIPTION
S. NO.
Unit.
Rate In Rs.
Qtv.
BORE WELL INSTALLATIONS (As per D.S.R.2014)
Boring/dril ling bore well of required dia for casi ng/
strainer pipe, by suitable method prescribed in IS:
2800 (part I), including collecting samples from
different strata , preparing and submitting strata chart/
bore log, including hire & running charges of all
equipments, too ls, plants & machineries required for
the job, all complete as per direction of Engineer -incha rge, upto 90 metre depth below ground level.
7 .1
7.1.1
7. 1.2
7.2
7.2.1
7.3
7.4
7.4.1
7.5
7.5.1
All tvoes of soil
350 mm dia
Rockv strata includino Boulders
350 mm dia
metre
40
423
metre
15
910
metre
40
503
9
938
40
1 269
8
1,348
position in bore well, unplasticized PVC medium well
casing (RMS) pipe of required dia, conforming to IS:
12818, including required hire and labour charges,
fittings & accessories etc. all complete, for all depths,
as per direction of Engineer -in-charge.
150mm nominal size dia
·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 com plete as per direction
of Enaineer-in-charoe.
cum
position in bore well, ERW (Electric Resistance
Welded) FE 410 mild steel screwed and socketed/
plain ended casing pipes of required dia, conforming
to IS: 4270, of reputed & approved make, including
painted with outside surface with two coats of
anti corrosive paint of approved brand and
manufacture, including required hire & labour
charges, fitti ngs & accessories, all complete, for all
depths, as per direction of Engineer-in-charge.
150 mm nominal size dia having minimum wall
metre
thickness 5.00 mm.
Supplying, assembling, lowering and fixi ng in vertical
position in bore well, ERW (Electric Resistance
We lded) FE 410 plain slotted (having slot of size
1.6/3.2 mm) mild steel threaded and socketed I plain
bevel ended pipe (type A) of required dia, conforming
to IS:8110, of reputed and approved make, having
wall thickness not less than 5.40 mm, including
painted with outside surface with two coats of
anticorrosive bitumestic paint of approved brand and
manufacture, including hire & labour charges, fitti ngs
& accessories, all complete, for all depths, as per
direction of Engineer -in-charge.
150 mm nominal size dia
~
-.. ~
'31,l ,=.:'f
metre
~
;,;,f~~ ..m
>J. ~. w,~M Wt1UI ~ ~.
~'[T(~ ~'ifi1t ~HRJ
'f5lf ·\Nt'ft
-.rsrcmofilfl:iftioff:ro
awm~.f-
Unit.
DESCRIPTION
Development of tube well in accordance with IS :
2800 (part I) and IS: 11 189, to establish maximum
rate of usable water yield without sand content
(beyond permissible limit), with required capacity air
compressor, running the compressor for required
time till well is fully developed , measuring yield of well
by "V" notch method or any other approved method,
measuring static level & draw down etc. by step draw
down method, collecting water samples & getting
tested in approved laboratory, i/c disinfection of
tubewell, all complete, including hire & labour
charges of air compressor, tools & accessories etc ..
all as per requirement and direction of Engineer-in~
hour
POWER & CONTROL CABLING IDSR 2014 SCHEDULED ITEMS)
S. NO.
7.6
12
643
Set
2
3 379
Rm
40
643
Rm
200
135
Rm
300
22
Rm
Rm
40
30
438
750
RM
25
23
RM
2,40
77
~h~-~~
9.2. 1
Supplying and Earthing with GI· earth plate 600mm x
600 mm x 6mm thick including accessories and
providing masonary enclosure with cover plate
having locking arrangement and watering pipe etc,
with coke and salt ) as required.
9.2.2
Supplying and laying 25 mm x 5 mm. G. I. strip in 40
mm dia. G.I. Pipe from earth electrode, as required.
9.2.3
Providing & fixing 25mm x 5mm G.I. strip on surface
or in recess for connections etc. as required.
9.3.4
Providing and Fixing 6 SWG dia G.I. wire on surface
or in recess for loop earthing alongwith existing
surface/ recessed conduiV submain wiring/ cable as
required.
9.2.5
Supplying, fabricating and installing following size of
perforated M.S. cable trays, including horizontal and
vertical bends, reducers, tees, cross members and
other accessories as required and duly suspended
from the ceiling with M.S. suspenders and including
loaint
100 mm width X 50 mm depth X 1.6 mm thickness
300 mm width X 50 mm depth X 1.6 mm thickness
Laying and fixing of One number PVC Insulated and
PVC Sheathed/XLPE power cable of 1.1 kV grade of
size not exceeding 25 sqmm on surface as required .
9.2.6
9.2.7
Laying and fixing of One number PVC Insulated and
PVC Sheathed/XLPE power cable of 1.1 kV grade of
size exceeding 25 sqmm but not exceeding 120
sqmm on surface as required.
9.2.8
Supplying of all materials and making terminations of
1.1 KV grade aluminium multicore cables of the
following sizes. The work includes cable glanding
using brass plated double compression glands, sizing
the core leads, removing insulation, fixing suitable
crim ping type copper lugs/ thimbles by using
hydraulic crimping tools with correct size of the dies,
shaping the leads and neatly connecting the same to
the equipment terminals.
Rate In Rs.
Qty.
~
~~
~O'tlO~oftiiro
~ f'l'ilf- 3lf7ITT
S. NO.
9.2.9
DESCRIPTION
3.5 Core 120 sa. mm. Armoured Aluminium cable.
3.5 Core 35 sa. mm. Armoured Aluminium cable.
Control Cabling ( PVC insulated and PVC sheathed,
armoured, Copper Conductor of 1.1 KV grade on
existina cable travs).
5C x 1.5 Sa. mm
\
,?Tflf,R iT
B. ~. ~cf~ Pl-::rr'Jl Prri~ ~'
"'3"ti
3H~l~~, 37fiify,T
~
, "';rffllt ~f.
3 .'tt.'liJt.
«FMW.l:- ..
Unit.
Nos
Nos
RM
40
80
Rate In Rs.
4 60
257
150
152
Qtv.
BORE WELL INSTALLATIONS {NON-SCHEDULED ITEMS}
7.7
~
Supplying & Installation of suitable Hp submersible pump
B.S or K.S.B or equivalent make with finolex cable
1x3x2.5 squmm(upto 75mtr) withflexible conduit 25mm
dia, electrical out door pannel with required electrical
fitting such as MCB of 0-25Amp (Havell or lndocopp or
MOS make), Volt & Ampere meter (AE make), single
phase preventer (Minilac or VSP -1 make) starter (L&T or
SCH make) etc of approved mak_e, 40mm HOPE Pipe
(25 mtr) and all accessories complete as per requirement
Inf c,itP
Each
NOTES
a) Contractor shall include the rate of electrical control
panels complete with all accessories &controls, all
Electrical/Mechanical items as required to operate the
svstem automatic/manual.
b) Contractor to select suitable HP of pumps .
c) Level Controller with sufficient nos. of low I high level
alarms, contacts with electrodes and control wiring for
the automatic operation of water supply pumps,
Submersible Sump Pumps, to achieve the functional
requirement shall be provided. Control wiring between
these pumps and water tanks shall be provided.Domestic
water pumps must start at low water level in overhead
domestic water tank & stop at high level in that water
tank. Dry running protection shall be provided for all the
pumps.Sequencing shall be provided for each set of
IPumps.
~
i " ~·
a~{~.)
'3.'\T.~.ilr.ftr.~.
~~
5
104,932
'. -:.
.
· · ·
,, ..:'•\
Aluplexi Signage wall mounted Signage. Items use in
fabrication.o~ signage:
- Imported Os'ram Led modules/ stripsl2 & Converters.
-210rniri widtn aluplexi in go ld & silver color
- 3 years ~arrantee for aluplexi.
-.Imported 3mm Acrylic. .
-Acrylic Letters will be cut by Laser machine for perfect
finisliing. ·
- 3M translucent Vinyl for Color on front sides.
- Brand LT. Wire.
- Branded fasners.
features:
Product
~ Flexible and cut able LED strip
- Type of protection: IP67
1
-Dimmable
Nos
4.00
13,40,000.00
Nos
4.00
1,95,000.00
- ~ine White
.- - Sa!t mist proof
- Highly UV-re.sistant
features:
!.Protection Type· 1p 67 (outdoor use)-
Technica l
I '". '
f ·' · :High performance Silicone High UV-resistancy
- : ,. -Saltmist proof
-Dimmable Pulse width modulation (PWM)
. -Binning Fine white
, -Life time 50,000 h
_
· -Adhesive tape on backside Tesa {High Performance Tape)
" :~ -Fulfilled standards/tests Flammability: Glow-wire test with
·,, Pylon.Signage on Main Gate, _Double sided glow by Led, siz.e
;.'. 12x3 sft:
Items use in
. fabrication of Signa_ge:
~.MS L A_ng!e, .
-MS Pipe.
-3mm ACP
mm
-20
Acrylic Letters.
-3M Vinyl.
- R.C.C
- MS Heavy wire for base.
- Red Oxide for MS Str ucture.
, Led Modules for internal ligOhting.
Foundation of
• ' Totem Signage: The depth of base will be 5' in RCC:
- R.C.C .
2
., - Bricks
.
- Iron wire.
1
~- ·, _ - MS Heavy sheet,
Features:
. . - The Best choice for Display lighting and narrow light box (side
-~ · light)ng)
' · - Various application for indirect lighting including interior
, lighting
,
- Easy installation with adhesive tape
:\ · ~Cost effective product solution with high utilization
;i., -,Customizing for Constant current type available
,,. - Warm white color
~·f chip SMD LED mounted (Made in Korea)
-L~ng
. . life LEDs last for years {50,000 hours)
·:·
;a,1nmo~f'l'oft:r-1
m1'ftT
~-3-!,~
Internal signage Right of Admission Reserved. .Size of sign
(6xl.6)'. MS pipe frame and covered by 3mm acp,
3 Digital printin g will be pasted over 5mm toughened glass &
mounted with wall by fasteners. This is install near entrance in
Nos
2.00
23,500.00
Nos
16.00
l,200.00
Nos
16.00
1,200.00
Nos
44.00
1,000.00
.' bujlding. This will be floor.mounted.
Do not use lift in case of fire. Acrylic of 5 mm+ Digital printing
of ~m vinyl, size (18xl8)", this signage will fixed near Lift Gate.
-4
Inst all with wall by double sided tape.
·
5
lifts· Acrylic of 5 mm + Digital printing of 3m vinyl
Size of sign (24x4)".
.
Stai r· Acrylic of 5 mm+ Digital printing of 3m vinyl, size
6 (12xl2)",' this signage will fi xed near Lift Gate. Install with wall
by double sided t ape.
,·
Fire Exit (12x6)" in MS Box, with battery backup· No o ther
light source is as closely tailored to modern lighting needs or as
versatile as the led. This signage will be fixed near stairs. CNC
7 Router cut engraving on 8 mm Acrylic + Led light+ Battery
Nos
backup + MS Box for ceiling Signage will be fix wit h ceiling. This
signage will be fixed near stairs.
Washroom/ Bathroom Led signage • T-his kind cif signage·is
jnstalled jn corridor. CNC Router cut engraving on 8 mm Acrylic
8 + Imported Led light, Both side glow. This will be insta lled with
wall .by MS strip, for indicating washroom. Size (18Xl2)". Led
Nos
60.00
8,000.00
\
.
..
6.00
10,'soo.oo .
will ~e Osram.
Ladles/Ge nts/Handicaps Toilets· Size (12x12)". Here CNC
9
...
acrylic letters will be fix the imported Korean shee t This will be
fixed with wall of bathroom by _imported ss fixtures. Toilets in S
mm black acryli~ cut letters .
No Smoking in Hindi & English · Etching over b rass and text in
lO Hindi & English, size 12x12 sq. inch.
Lift Instructions· Acrylic of 5 mm+ Digital printing of 3m vinyl.
11 .this signage will fixed near Lift Gate. Insta ll with wall by screw.
Nos
18.00
2,800.00
Nos
25.00
3,000.00 .
Nos
16.00
1,800.00
Size of sign (36x12)"
Evacuation Plan· This is one o f the most important signage in
commercial buildings. This indicates You are here, to leave the
place in emergency. This is perfectly glowing in dark. This is
12 also called Night vision sign. This is made of Smm acrylic &
· digital printing & Fixed w ith wall by double side tape or screw.
Size ofSignage (36x30)". This is installed near stairs, wall
.:!'
Nos
28.00
-~ ,
:
5,200.00
l
mounted by double side tape.
.
SS Hanger sign between two shops · Here Hanger will be
fabricated in SS. Size of hanger will be 36" x 9". Below it a
13 acrylic of Smm in white color will be
hanged below it so that both shopkeepers can show their
brands to in comers.
Nos
32.00
9,500.00
~~
~ffla~~oftiito
~ fcm"f-3"11"{1'
Led lit Direction sign - Directional signage is explicit
navigational tools. They are part of a sign System weather it is
a parK!ng)ot or a series of sign of Mall/Hotel/Multiplex. These
are essential for their safe & efficient use and provided
valuable Assurance to their users. Guest can instantly identify
the location of Areas, rooms/department etc. Signage is fixed
near all .entrance & corners of Corridor. Both sides glow, led
14 light in every Letter. This will be hanged by Chain with 'ceiling.
45,oop.oo
Nos
24.00
Nos
8.00
48,000.00 ·
Nos
30.00
4,500.00
Size of sign (4x1.6)', both side glows. MS frame+ ACP + CNC
Cut lOmm Acrylic letters+ led lit for Internal lighting. This will
be hanged by chain with ceiling. This signage will be fixed near
all entrance from Ground to Top floor.
Hanging Direction backlit sign for entry in basement, one sided,
size (8x2)' - This sign will be Install before entry in basement.
15 This is fabricated by 1" MS pipe+ 3mm acrylic+ Digital
printing\=over 3M Vinyl + Alumil)um channel+ branded tubes
& chocks+ MS angle for hanging+ Fasner.
.
16
Hanging Direction Nonlit sign in bas!?ment double sided; size
(4x2) - This sign will be install in basem.ent. This is fabricated by
1· MS pipe+ Smm Acrylic+ Digital
J)i'in'ting over 3M Vinyl+ MS Chain for hanging+ Fasne r.
.': .':. '
~ ...
.
. ~ .....
.;,.."
-· . •·
.
"
;
Floor No'. - This signage is fix opposite to Stairs & Lift so that ..
.
incomers can understand that where they are standing. Size of
Nos
. 17 Signage (12x12)". Items use in slgnage S'mm Acrylic+ 3M Vinyl .
--
digi~al·printing .
'
, Door Plates This Slgnage ls installed. with door room or above
18 it, fix with wall by tape or screw. SS 302/18 + Etching. Average
. Size (12x6)".
HOSE 'REEL & Fire Extinguisher etc· The quantity of above
sigriage is very small but they all are used almost every floor of
H
building. Size of-Signage (12xl2)". Items use In signage Smm
e
Acrylic+ 3M Vinyl digital printing. ,
Flat Poster Box, Size (49x30)" - .Size of signage (49x30)", made
20 by.galvanized aluminum+ branded tubes & chocks. Wall
· 44.00 -
·.. ,. ,
. ...·· .
...
},000.00 "-
~.
~~
Nos
30.00
1,440.00
Nru
40.00
1,000.00
Nos
20.00
.
8,500.00
"
mounted sign.
·'·
.. ~ .
..._.
,
,,cr..M
,
_,,,_.. ..... ....
- ··--- ..
-~--- - - - - -- - - --- -- - - - T_o_ta.....
1

BOQ Civil work

Transcription

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