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TAJ ORIENTATION CENTRE, SHILPGRAM, AGRA

BOQ - CIVIL WORKS MAIN COMPLEX,

De~cription of Work

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.)

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,

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.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.

··--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 dri lling 12mm

diameter holes and plugging also to match the f loor properly:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

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 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 impairing strength and durability as per direction of the Engineer-in-charge. - All work up to plinth level :

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Unit

l OOsqm

Cum

Cum

Cum Cum

Cum

(um

Cum

Cum

Sqm

Sqm

1

Qty. Rate In Rs.

274.76 4791.00

75025.92 99.00

11806.16 9.00

21877.92 9.00 32816.88 9.00 43391.21 9.00

1774.24 106.00

73251.68 151.00

1453h9 750.00

320.35 118.00

17561.12 142.00

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i M-10 grade plain cement concrete (cement content considere

@ 220 kg/cum)

ii M-7.5 grade plain cement concrete (cement content considere

@ 200 kg/cum)

iii M -5 grade plain cement concrete (cement content considere

@ 180 kg/cum)

2 Extra for lifting concrete from plinth level and upto floor V level

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.

b Walls (any thickness) including attached pilasters, butteresses, plinth and string

courses etc.

c Suspended floors, roofs, landings, balconies and access platform.

d Shelves (Cast in situ)

e Lintels, beams, plinth beams, girders, bressumers and ca ntilevers

f Columns, Pillars, Piers, Abutments, Posts and Struts.

g Stairs, (excluding landings) except spi ral-staircases.

h Arches, domes, vaults up to 6 m span i Extra for shuttering in circular work (20% of respective centering and

shuttering items).

j Small lintels not exceeding 1.Sm clear span, moulding as in cornices, window sills,

string courses, bands, copings, bed plates, anchor blocks and the like.

k Weather shade, Chajjas, corbels etc., including edges.

I Edges of slabs and breaks in floors and walls

Under 20 cm wide

Above 20 cm wide

Extra for additional height in centering, shuttering where ever required with

4 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 (Plan area to be measured).

i Suspended floors, roofs, landing, beams and balconies (Plan area to be

measured)

5 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 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

7 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 All works upto plinth level.

ii 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)

cum

cum

cum

cum

SQM

SQM

SQM

SQM

SQM

SQM

SQM

SQM

SQM

SQM

SQM

Rmt

sqm

SQM

cum

Qtl

Cum

Cum

Cum

5.00 5551.00

2418.80 5406.00

5.00 5260.00

10.00 934.00

970.76 186.00

192.00 342.00

13573.08 381.00

74.98 381.00

5519.59 315.00

1253.30 430.00

266.29 375.00

100.00 1012.00

70.02 86.00

SO.OD 186.00

100.00 467.00

379.17 110.00

537.39 483.00

12988.21 151.00

2400.52 13219.00

33352.73 5334.00

2952.16 5981.00

7822.31 6663.00

10774.48 72.00

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Extra for Diameter of outer part shuttering will be 9518 mm at top level. Diameter

of inner shuttering will be 2611 mm at top 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 Joti FRP shuttering is properly designed & stiffened. Thickness of the joti FRP

shuttering is about 4 to 6 mm varying at va rious heights and various diameters. Joti

FRP shuttering is molded in parts. The FRP shuttering is strengthened with MS

sections embedded in FRP.

Providing and laying PU sheets are imported and are very high qua lity and w ill help

prevent the roots from entering the columns. Polyurethane Elastomers are

extremely versatile materials and t his has been the key to their widespread

10 applications. 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 advantages of rigid plastics, metals and ceramics with the extensibility ot'rub.ber.

Providing and laying in posit ion machine batched and machine mixed design mix M-

35 grade white 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 re inforcement,

including admixtures in recommended proportions as per IS: 9103 to accelerate, 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 work in precasting, handling,

hoisting, centering and erection complete for all floor 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.

As in item (303) above but In super structure above plinth level upto floor five level

2 including necessary cutting and moulding of brick work as required and also

including honey combed brick in thickness of wall more than 12cm.

i 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 w ith 200/100 mm

thick AAC blocks in super structure above plinth level up to floor V level in cement 4 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.

D MARBLE & GRANITE WORK -· ~ ·.tJ ..

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each

sqm

Cum

Cum

Cum

Cum

Cum

Sqm.

Cum

7.00 2665225.00

1238.92 3033.00

1766.93 12412.00

1054.26 23043.00

35.00 4180.00

35.00 342.00

10.00 484.50

86.96 66.00

478.75 6067.00

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1

ii

2

3

4

4

5

E

1

i ;

2

i

Ii

3

4

5

6

7

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 texture laid over 20mm

thick base 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.

Granite of any colour and shade.

Area of slab over 0.50 Sqm.( For Counter)

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 with 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,

on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 oarse S?lnd) laid and

jointed with white cement slurry@ 3.3 kg/sqm including pointing with white

cement slurry admixed with pigment of matching shade, including rubbing, curing,

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.

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).

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.

32 mm thick Single leaf shutters.

32 mm thick Double leaf shutters.

Same as item No. (470) & Extra for providing lipping with 2nd class teak wood

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

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

latching speed adjustable by arm. All adjustment screws face fixed . Silver finish . As

per EN 1154. with necessary accessories and screws etc. complete.

Providing and fixing S.S. Tower Bolt [Square] 450 mm

Providing and fixing pull Handle TGDI-D 300 back to back with adjustable fixing for

glass, wood and metal doors in satin stainless steel. The pull handles should have

supporting washer with raised bevelling on the outer surface. Length

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5

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 6671.00

cum 1.72 85500.00

Sqm 81.39 1472.00

Sqm 25.20 1605.00

Sqm 106.59 261.00

each 258.00 111.00

each 29.00 6879.00

each 58.00 576.00

pair 29.00 1941.00

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8

9

10

11

F

1

2

3

4

5

6

i

7

8

G

1

2

3

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

Backset 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.

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 (Roorki).

Door frame & leaf shall be manufactured from 1.6mm (16 gauge) & l.2mm

(18guage) minimum thick galvanised steel sheet.The internal construction of the

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 shall have passed minimum 250 hours of

sa lt spray test.

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.

Providing and fixing 27.52cm long wire spring grade2 for rolling shutters.

Providing and fixing top cover for rolling shutters made of 18 gauge M.S gauge.

Providing and fixing ball bearing for rolling shutters.

Extraadd pf S.I No. 520 for providing mechanical device chain and crank operation

for operating rolling shutters.

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 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.

Providing and fixing 38 mm dia AISI 316 Grade S.S Handrail ( Wall thickness 1.5 mm )

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)

FLOORING & DADO WORK .. "

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded 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 coarse sand) laid and jointed with white cement

slurry, inclu<;!ing rubbing and polishing complete with :

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each

each

sqm

Sqm.

kg

Sqm

each

each

each

Sqm

kg

rmt

Sqm.

Sqm

Sqm

29.00 476.00

29.00 3696.00

50.40 522.00

46.08 16182.00

88000.00 247.00

600.13 1757.00

45.00 1045.00

45.00 1140.00

45.00 760.00

600.13 522.00

24392.25 55.00

706.03 17536.00

1005.75 308.00

20351.05 3124.00

18173.78 4275.00

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4 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

5 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

6 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.

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

7 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.

i 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

8 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 both 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.

Sqm.

Sqm.

Sqm

Sqm

3776.86 1068.00

40.06 593.00

1581.05 1425.00

692.38 1344.00

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c) Providing and f ixing Access Floor panel of 600x600x32 mm medium grade Filled

Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor

panel shall be steel 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 welded 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 bottom plate is filled

with Pyrogrip noncombustible Portland cementitious core mixed w ith lightweight

foa ming compound. The access floor shall be factory 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

the centre of t he panel which is placed on four steel 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 on the side of the

i 450 mm Finished Floor Height (FFH). Sqm 2594.07 3784.00 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,

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 approximate weight of 1.8 k.g./sqm of roll form.Total Thickness as per ISO

1765 : 4.3 mm Roll width: 2.0 M Roll length: 30 M Dimensional stability as per ISO 9 2551 : <0.2% Slip Resistance as per DIN 51097 Sqm 1005.75 3771.00

: >0.7 Dry and Wet

Total 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 lOOSqm 35.59 666.00

earth shall be paid for separately). With grass Turf

Providing & fixing 2.0mm thick approved vinyl flooring from Forbo Flooring as per

EN 428, made up of PUR pearl lacquering protection technique as per

manufacturers specifications. The product has 0.7mm transparent compact wear

layer to provide better performance. A non woven, fully impregnated, glass fleece

11 layer functions as the backbone of t he flooring. The backnig layer, which is a Sqm 1687.65 2339.00 substantia l part of the construction, contains 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 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

Ji ROOF & FALSE CEILING WORK 1 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 cement mortar 1:3

(1 cement : 3 fine sand) as per standard design. i In 75x75mm deep chase. Rmt. 669.68 135.00

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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

2 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 each 56.00 156.00

edges and making and finishing the outlet complete.

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 White, Fire Performance UK Class O I Class 1 (BS 476 pt- 6

&7) in module size of 600 x 1200x20mm

with Bio Block c;oating on the face of the tile, suitable for Green Building application,

with Recycled content of 66% GW &

3 74% RW The t ile shall be laid on Armst rong Prelude 38 with 24 mm wide T • section sqm 904.02 1757.00 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 structural 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 other end of

angle hanger fixed with intermediate G.I chanels 45 xlS x 0.90mm running at the

3 spacing of 1200 mm c/c, to which the 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 tapered 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. sqm 791.40 966.00

Acoustical Wall Paneling'

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

4 minimum sound absorption level of 0.90 NRC to be affixed to wall using Wall panel

sqm 536.09 5225.00 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 self tapping screws. Silica based construction 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 ensuring the line and level of the panels are maintained.

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 zinc 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 to the angle hangers of 25x25x0.55mm of

required length, and other end of angle hanger being fixed with nut and bolts to G.I. 5 channels 45xl5x0.9mm running at the rate of 1200mm centre to centre to which

the ceiling section O.Smm thick botton wedge of 80mm with 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 Sqm 50.00 665.00 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 FINISHING WORK 12 mm cement plaster in single coat of fair side of single of half brick wall for

1 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.

i 1:4 (1 cement: 4 coarse sand) sqm 3843.41 114.00 2 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 .

i 1:6(1 Cement : 6 coarse Sand). sqm 100.00 114.00 3 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.

i 1:4 (1 cement: 4 coarse sand) sqm 100.00 180.00 4 6 mm thick plastering on ceiling and soffits of stairs upto floor two level instead of

platering in walls.

i 1:3 (1 cement: 3 fine sand) ... sqm 50.00 ........,i 99.00

~ ij ~

-~~r ~ .\lii:f!. ~~~ft.i.) 7 - - -

' \ 5 Extra for providing and mixing water proofing material in cement plaster work in

per bag of proportion recommended by the manufacturers.

50KG 150.00 48.00

Cement Used in Mix

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

6 manufacture such as Berger, J&N, Shalimar, Asian, Paints after throughly brushing

sqm 2378.76 39.00 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. sqm 2378.76 17.00

Finishing M1a lls 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 7 shade over & including curing and cost of all material, labour, T&P etc. required for sqm 200.00 114.00

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 small articles not exceeding O.lOsqm. In

area with superior Synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac, 8 Dulux specified brushing to give and even shade abd including the cleaning the sqm 54.47 33.00

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 Extra over item 2a and 2b above but every coat of paint after first coat. sqm 54.47 28.00 9 Applying priming coat as in item 2b above but surface overlOcm. Width or girth.

sqm 54.47 33.00

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied 10 as per manufacturer's specifications including appropriate priming coat,

preparation of surface, etc. complete. I On steel work sqm 1200.25 110.00

Finishing Walls with acrylic emulsion paint of approved brand and manufacture and

11 of required shade on undercoated wa ll surface to give an even shade over &

SQM 1464.65 57.00 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

12 on undercoated wall surface to give an even shade over & including curing and cost

Sqm 3843.41 114.00 of all material, labour, T&P etc. required for proper completion of work .

.

J DISMANnlNG WORK Dismolishing R.C.C work or reinforced brick work including stacking of dismantled

1 materials as per direction of engineer- in- charge within a distance of 60 cum 2,411.39 769.00

metres(200feet). 2 Dismolishing brick work or stone work in lime or cement mortar and including

stacking of dismantled materials as per direction of engineer- in- charge within a cum 2,200.40 427.00 distance of 60 metres(200feet).

3 Dismantaling tile work in floor and roof laid in cement mortar including

stacking material within 50 metre lead. i For thickness of ti les lOmm to 25mm. sqm 2411.39 26.00 3 Dismolishing cement concerte or brick or granlithic floors and including stacking of

dismantled materia ls as per direction of engineer- in- charge within a distance of 60 metres(200feet).

i As in item 697 above but floor to be stone flagged or tiled floor sqm 4367.09 47.00 4 Disment ling doors ,windows leaves including chaukhats but excluding hold fasts

andincluding stacking of dismantled materials as per direction of engineer- in-sqm 125.10 57.00

charge within a distance of 60 metres(200feet).

.~ @, c r,_ - _'{iJ. ', ' ':", ·,_![ l.t ... u \l F,,.

"alJ"ry,O t10~of\o-i··~,o awt'{f ~ - 3U1RT

1 <-5 Disposal 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

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 panel

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 compiled with. All the vertical and horizontal grooves in

the elevation shall be sealed 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 sqm 727.01 13824.00

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 small, over penal pivot and stainless steel sqm 187.37 9025.00

handle 400mm long. make Ozone or equivalent.

Frameless the glass:-

3 Supply of 12mm clear toughened glass with polish grinding make Saint Gobain and

clear silicon will be of Dow Corning (USA) make for joint and waterproofing, masking sqm 1601.35 4609.00

tapeand 25mm x 2Smm. aluminum U channel for Glass fixing in floor & in top hang

with L conector.

Supply and install modular toilet cubicles of MERINO make (Titan SS series) as per

manufaturer'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 cubicle: 2100mm including

bottom gap of 130mm. Hardware & Fixing: All accessories shall be of Merino's make

4 SS 304 grade including all hardware/fittings. (a) SS 'U' channel (b) SS 'F' channel for each 168.00 34200.00

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 adjustable foot-316 grade

(i) rubber 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 carry a safe

working load not less than specified, excluding the cost of steel reinforcement but

including the cost of boring with bentonite so lution and temporary casing of

1 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

pilling Rig all complete, 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 used.

i 300 mm dia 5.5 metre depth rmt. 14635.50 2455.00 ii 750 mm dla 21..metre depth . rmt. 10185.00 4954.00

~~ ~ i ~ .. , .. '

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

2 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-in-

charge.

i Initial test (Test Load 2.5 t imes the Safe capacity per test 1.00 36633.00

ii Initial test (Test Load 2.5 times t he Safe capacity) per test 2.00 44468.00

3 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 '. i 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

~

M WATER PROOFING - -~ ---·-SUNKEN PORTION(TOILETS)

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, ~ Pidlite, BASF, FOSROC etc. as approved by the architect

1 Supplying & sealing the Sanitary pipe inserts, electrica l fit-outs, etc provided in the

floor & walls with Bathseal Tape as approved by the architect Supplying & grouting

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

sqm 777.31 1121.00 150mm wide 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 Sand Cement mortar 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 Sqm 10964.45 3188.00

substrate is free from dust, laitance, debris, etc.

Spray apply an average 30mm thick Dr. Fixit Foamshield 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 0.80-

lmm(consumption @ 1 liters/Sqm) or equivalent SIKA, Pidlite, BASF, FOSROC etc. as

approved by the architect

Conduct water ponding/flood test 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

I meet the required slope.

~~~ a-tJ~ot~,ii"'ro~o :mlfU 'f<ii1 f-31PJTI' \

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

(consumption@ l :Bliters/Sqm) or equivalent SIKA, Pidlite, BASF, FOSROC etc. as

2 approved by the architect

Waterproofing raft

Cleaning all dirt, dust, loose material in order to achieve a so.und & 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

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 shall 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

sqm 15964.65 1520.00

~ V~it_; "T:,-

:::,.;,-rrcm··, ., "''·oLro ~.~lfr ·,~i .' '.-3.iTffl

\5 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 waterproofing material shall be nil as per Sqm 7608.44 2013.00

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 shall surpass the impact resistance test as per

ASTM D 3746 or equivalent as approved by the architect.

Providing & laying a protection layer over the waterproofing membrane of 6 mm

5 thick expanded polyethylene board/dimple board before backfilling or equivalent as Sqm 50.00 439.00

approved by the architect.

6 Providing & installation of aluminum termination bar minimum 150 mm above

finished floor level & shall be fixed with non corrosive fastener@ 4 nos. per RM. rmt 125.00 628.00

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 concrete using high strength shrinkage compensated,

7 free flowing cementitious grout materia l Dr. Fixit Pidigrout lOM having 24 days

kg 225.00 3135.00 compressive strength >65 N/mm2 or equivalent SIKA, Pidlite, BASF, FOSROC etc. as approved by the architect.

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 coats@l.4-1.5 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 Sqm 1238.92 1930.00

applied over the prepared substrate primed with Dr. Fixit Torchshield Primer or

equivalent SIKA, Pidlite, BASF, FOSROC etc. as approved by the architect.

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 architect, as per manufacturer's instruction.

Fixing of 300 gsm geotextile membrane over the wet second coat of coal tar epoxy

8 before soil filling.

WATER BODIES (External wallsl

9 Providing & laying of Dr. Fixit Coal 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 Sqm 278.12 1681.00

t he architect, as per manufacturer's instruction.

WATER BODIES (Internal walls)

Cleaning and washing 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 the walls and the slabs using cement mortar of 1:4 mix

admixed with a integral waterproofing compound 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. Sqm 564.79 1369.90

Applying t hree coats of Dr. Fixit Fastflex @ 3kg/sq.mtr all over the slab including the

angular fillets and extendable over the vertical wa lls and sprinkling sand 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

approved by the architect. ~ ,··- '·. 't ~~ ij <-l ;' ,I~

rt~~ w~o·n ... , ~;~~c.•Rlo · r '?'-rt:: ft.;\< ,

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 by the architect. 11 Supplying and fil ling Cinder on foor including light ramming.

12 Non shrink Compound 13 Curing Compound for walls (Assume 1 litre for lOsqm) 14 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 complete as per design and drawings complete.

PARKING t BOQ - CIVIL WORKS SI.

., . ,, ~ Description of Work No. ~ 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

1 SO m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed:

i All kinds of soil

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

2 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

ii 1.Sm to4.Sm

iii l.Sm to 6m

iv 1.Sm to 7.Sm Filling available excavated earth (excluding rock) in t renches, plinth, sides of

5 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 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,

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)

Antitermite treatment of along external wall where the apron is not providing using

8 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 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

9 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:

i With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

B CONCRETE WORKS .. •.

~ ~

cum

kg litre

litre

Sqm

Unit

lOOsqm

Cum

Cum Cum

Cum Cum

Cum

Cum

Cum

Sqm

Sqm

1644.67 2850.00

111638.25 24.00

876.00 55.00

1158.66 1273.00

9169.63 24700.00

Qty. Rate in Rs.

66.32

46093.77

9043.91 18087.81

27131.72 32859.52

1975.17

44118.60

50.00

122.05

6632.20

~ (:..

~:. ' . '•ltl 'lf,u~1., f.':t0f.!ro~o

irr,,rr tmrt-~

... ,. ...

4791.00

99.00

9.00 9.00

9.00

9.00

106.00

151.00

750.00

118.00

142.00

1

i

ii

iii

2

3

a b

c d e

f g

h i

j

k I

4

I

5

6

i

7

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 concrete work, including pumping of R.M.C. from t ransit mixer to 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 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 concrete (cement content considere @ 200 kg/cum) ~

M-5 grade plain cement concrete (cement content considere @ 180 kg/cum)

Extra for lifting concrete from plinth level and upto floor V level REINFORCED CEMENT CONCRETE WORK

Center 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.

Suspended floors, roofs, landings, balconies and access platform. Shelves (Cast in situ)

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts.

Stairs, (excluding landings) except spiral-staircases.

Arches, domes, vaults up to 6 m span

Extra for shuttering in circular work (20% of respective centering 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 the like.

Weather shade, Chaj jas, 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, shuttering 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).

Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

Providing, hoisting and fixing up to floor five level precast reinforced cement

concrete in lintels, beams 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 M35 grade concrete

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

Thermo-Mecha nica lly 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 acce lerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.

-...,. '(J

~v---.-~

cum

cum

cum

cum

SQM

SQM

SQM SQM SQM

SQM SQM

SQM

SQM

SQM

SQM

Rmt

sqm

SQM

cum

Qtl

15.00

754.92

15.00

30.00

369.84

0.00

20663.70 0.00

3432.61

3617.58

721.26 100.00

0.00

50.00

100.00

33.51

488.32

0.00

1392.70

24000.04

~~ --·· ... -~ _....,. ,.,;):,. ~ .. ~ ,; ·~,hi

5551.00

5406.00

5260.00

934.00

186.00

342.00

381.00 381.00

315.00

430.00 375.00

1012.00

86.00

186.00

467.00

110.00

483.00

151.00

13219.00

5334.00

~-·,J;;{;.., ·;:;,;~ro~o IJ4llt n \"QiTf-~ \

\Q (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 All works upto plinth level. Cum 2822.20 5981.00

ii All works above plinth leve l upto floor V level. Cum 8234.99 6663.00

8 Extra for providing richer mixes at all floor levels.

Note:- Excess/less cement over 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 Cum 11057.19 72.00

content considered in M-30 Is @ 340 kg/ kg/cum)

9 Providing and fixing 50 mm thick shalitex board for expansi6n joints between

column, beam, slab and walls etc. as per manufacturers specification and Sqm 131.79 142.00

recommendation. 10 Providing and fi_xing sheet covering over expansion joints with iron screws as per

design. ~

Aluminium fluted strips 3.15 mm thick.

i 200 mm wide metre 658.95 437.00

c BR/Cl< WORKS .. ' ~ - ., .

1 Class-150 (Non Modular) brick work in 1:6 cement and coarse 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. Cum 35.00 4180.00 As in item {303) above but In super structure above plinth level upto f loor five level

2 including necessary cutting and moulding of brick work as required and also

Cum 35.00 342.00 including honey combed brick in thickness of wall more than 12cm.

i As in item (309) above, but in superstructure for wall thickness 12cm. And

below add extra. Cum 10.00 484.00

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). Sqm. 86.96 66.00

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 Cum 39.45 6067.00

position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.

D WOOD & PVC WORK

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

1 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).

i Second class teak wood cum 0.52 85500.00

Supply and fixing of flush doors, commercial quality conforming to IS: 2202 Part I

2 (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 32 mm thick Double leaf shutters. Sqm 36.00 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 Sqm 36.00 261.00

door shutter to be measured).

4 Extra for cutting rebate in flush door shutters (Total area of the shutter to be

measured). Sqm 36.00 99.00

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10

5 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete

each 60.00 111.00 block 30x10x15cm 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate

20mm nominal size)

Providing and fixing Alu minium extruded section body tubular type universa l

hydraulic door closer (having vrand logo with 151, 15:3564, embossed on the body,

6 door weight upto 36kg to 80kg and door width from 701mm to lOOOmm) with each 20.00 969.00

double speed adjustment with necessary accessories and screws et c. complete.

Providing and fixing aluminium tower bolts ISi marked anodised (anodic coating not

7 less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or

shade with necessary screws etc. complete:

i 300x10 mm each 40.00 99.00

ii lOOxlO mm each 10.00 42.00

8 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 125mm each 40.00 61.00 ii l OOmm each 10.00 47.00

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 Single rubber stopper each 20.00 26.00 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISi marked,

10 with six levers and a pair of anodised (anodic coating not less than grade AC 10 as

each 10.00 731.00 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/

wood grain in gloss I matt I suede finish with high density protective surface layer 11 and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, sqm 72.00 522.00

including cost of adhesive of approved quality.

E MILD STEEL AND IRON WORK ' ..

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

1 requried form including supply of steel and its wastage including cost of bolts, nuts if Kg. 97627.68 55.00

requried for proper completion of work including fabrication of holes in door

chaukhats and nosing.

i Fabrication of grill/ stairs case railing. Kg. 4865.18 55.00

F 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 joints 3 mm thick,

1 side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with Sqm 817.70 3124.00

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

5qm. 4051.14 1068.00 mixed with 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

3 mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement

Sqm. 65.09 593.00 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

(colpor 200 of fosroc chemica l or approved make), side shuttering with MS

4 channels, vibrating concrete by using screed vibrator and suction dewatering using Sqm 19423.75 546.00 approved make equipment and finishing the top surface to required level and grade

using power trowels of standard make excluding nominal steel reinforcement.

~ I

"a>r.l'O"{\'ol· ,;, . vT.'fC

awru 'f•.mf-~•·R.T ,..,. ,..i?

5 Extra for providing and mixing water proofing material in cement concrete work in per SO kg

doses by weight of cement as per manufacturer's specification. 2471.00 45.00 cement

G ROOF & FALSE CEILING WORK '• 1 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4

stone aggregate lOmm and down gauge) including finishing with cement mortar 1:3

(1 cement: 3 fine sand) as per standa rd design. i In 75x75mm deep chase. Rmt. 248.44 135.00

2 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 grad_ed stone aggregate of 20 mm nominal size) over P.V.C. sheet lmxlmx400micron, finished with 12mm cement

each 21.00 156.00 plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding t he edges and making and finishing the outlet complete.

~

H .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 anv additive.

j 1:4 (1 cement: 4 coarse sand) sqm 238.59 114.00 2 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 .

i 1:6(1 Cement : 6 coarse Sand). sqm 100.00 114.00 3 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.

i 1:4 (1 cement: 4 coarse sand) sqm 100.00 180.00

4 6 mm thick plastering on ceiling and soffits of stairs upto floor two level instead of

platering in walls.

i 1:3 (1 cement: 3 fine sand) sqm 50.00 99.00

5 Extra for providing and mixing water proofing material in cement plaster work in per bag of

proportion recommended by the manufacturers. 50KG

150.00 48.00 Cement

Used in Mix

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

6 manufacture such as Berger, J&N, Shalimar, Asian, Paints after throughly brushing

sqm 95.44 39.00 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.

i As in item no. 649 above but for every coat after first coat of subsequent coat. sqm 95.44 17.00

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

7 shade over & including curing and cost of all material, labour, T&P etc. required for sqm 200.00 114.00 proper complet 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 width or girth or small articles not exceeding 0.10sqm. In area with superior Synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac,

8 Dulux specified brushing to give and even shade abd including the cleaning the sqm 16.44 33.00 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 Extra over item 2a and 2b above but every coat of paint after first coat. sqm 502.96 28.00

~ . c~ t -~ ~ .~t::f, ' ..... , /~i.)

'"" :,_ ,.,.,,_

~ri ~ .... , '?A)tid{Tof;'rr('rr.f..no

9 Applying priming coat as in item 2b above but surface overlOcm. Width or girth. sqm 16.44 33.00

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 sqm 486.52 110.00

Finishing Walls with acryl ic emulsion paint of approved brand and manufacture and of required shade on undercoated wall surface to give an even shade over

11 & including curing and cost of all material, labour, T&P etc. required for proper SQM 143.15 57.00

completion of work. for two coat.

Finishing Walls with Putty approved brand and manufacture and of required shade

12 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. Sqm 238.59 114.00

\

I .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 cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of

1 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 complete, 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

used. i 300 mm dia 5.5 metre depth rmt. 5527.50 2455.00

ii 750 mm dia 21 metre depth rmt. 3885.00 4954.00

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

2 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-in-

charge.

i Initial test (Test Load 2.5 times the Safe capacity per test 1.00 36633.00

ii Initial test (Test Load 2.5 times the Safe capacity) per test 2.00 44468.00

3 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile :

i Upto 50 tonne capacitv pi le per test 1.00 16551.00

ii Above 50 tonne and upto 100 tonne capacity pile per test 2.00 25378.00

I WATER PROOFING ~

c ,,, '" ''

,.

Waterproofing raft

Cleaning 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.

' ~ • .. -r { ·:;; :.:. :

-a.:~' .;UQf •Tui~uf~ -;.J ¢.~ • ...:.· - ~. •)4':.1••

~~;~ ""

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

bonding 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 the architect sqm 6029.27 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 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, la itance, 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

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.

2 The membrane shall adhere to the substrate within 60 seconds of application and

shall faci litate a wa lk- over

w ithin 5 minutes of its installation. It shall possess an elongation of at least 1000 % w hen tested in an independent laboratory for extensibility (ASTM D

412) & give a full recovery after the elongation. It shall possess a self-sealing

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/mm. when tested for A5TM D 1004

and shall never puncture even if tested in accordance with ATM E 154, stretched to

the limit. Water permeability in the said waterproofing material shall be nil as per BS Sqm 4264.93 2013.00

EN 12390-8 & water vapor transmission shall not be more 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

thick expanded polyethylene board/dimple board before backfilling or equiva lent as Sqm 50.00 439.00 approved by the architect.

Providing & installation of aluminum termination bar minimum 150 mm above

4 f inished f loor level & shall be fixed with non corrosive fastener@ 4 nos. per RM.

rmt 125.00 628.00 And sealing the termination bar with Dr.Fixit Lap Sealant or equiva lent as approved

by the architect.

Providing and grouting of all t ie rod cavities, Pipe penetrations and any other insert

openings on retaining wall concrete using high strength shrinkage compensated,

5 free flowing cementitious grout material Dr. Fixit Pidigrout lOM having 24 days

kg 225.00 31.00 compressive strength >65 N/ mm2 or equivalent SIKA, Pidlite, BASF, FOSROC etc. as

approved by the architect.

6 Non shrink Compound kg 94350.00 24.00 7 Curing Compound fo r walls (Assume ! litre for lOsqm) litre 682.00 55.00 8 Cold Joint Com pond litre 535.65 1273.00

STP, BOO- CIVIL WORKS

SI. No. DESCRIPTION UNIT QTY. Rate in~~

.........

'-

A 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

1 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

Including Royalty of earth also)

Excavating trenches of required w idth for pipes, cables, etc. including excavation for

2 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

a All kinds of soil.

i Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

2 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

3 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

Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coarse sand : 8 graded Stone

1 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 hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of

required centering, shuttering complete :

a 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

3 SOkg of cement.

c REINFORCED CEMENT CONCRETE WORK

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

a Foundations, footings, bases of columns, etc. for mass concrete.

b Suspended floors, roofs, landings, balconies and access platform.

c Columns, Pillars, Piers, Abutments, Posts and Struts.

2 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete upto & above plinth level.

a 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 3

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 separately).

i All works upto plinth level.

ii All works above plinth level upto floor V level.

4 Extra for providing richer mixes at all floor levels.

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 ~. ~. ;~~-f;;tiJ.fti.)

:"' ?T -;.i 1 ft·, .0"!:i .,1'!.

CUM

RM

CUM.

SQM

CUM

CUM

per bag of

50KG of

cement

SQM

SQM

SQM

Qtl

CUM

CUM

CUM

121.83 99.00

28.28 197.00

114.29 106.00

44.00 2.00

4.49 4560.00

0.12 8267.00

25.00 45.00

3.37 186.00

34.32 381.00

156.23 430.00

10.13 5334.00

21.92 5981.00

4.51 6663.00

18.86 72.00

~-- r • , . > ~cRTQft~fl1oi-:. ;,., ~~-:1f"HT

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

1 including supply of steel and its wastage including cost of bolts, nuts if requried for proper KG 50.00 55.00 completion of work including fabrication of holes in door chaukhats and nosing.

E FLOORING WORK

Cement concrete flooring 1:2:4 (l cement : 2 coarse sand : 4 graded stone of size 20mm

1 nominal size) laid one layer finished with floating coat of neat cement (40mm thick cement) sqm 10.00 308.00

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,

2 shades, expect White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar l:

23.51 859.00 4 (1 Cement : 4 Coarse sand ) including point ing the joints with white cement and matching sqm

pigments etc., complete.

~

F ROOFING

Providing and laying pressed clay t iles (as per approved pat tern 20 mm nominal thickness

of approved size) on roofs jointed w ith cement mortar 1:4 (1 cement : 4 coarse sand) mixed 1 sqm 23.51 463.00

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

12 mm cement plaster in single coat of fair side of single of half brick wall for interior

1 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 addit ive.

l 1:4 (1 cement: 4 coarse sand) SQM 82.67 114.00 15 mm cement plaster in single- coat on rough side of single or half brick wall for interior

2 plastering upto floor to level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth .

i 1:6(1 Cement: 6 coarse Sand). SQM 2.76 114.00

20 mm cement plaster in two coats backing cost 17mm and finishing coat 3mm thick of

3 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.

i 1:4 (1 cement: 4 coarse sand) SQM 2.76 180.00

4 6 mm thick plastering on ceiling and soffits of stairs upto floor two level instead of platering in walls.

I 1:3 (1 cement: 3 fine sand) SQM 23.51 99.00

5 Add or deduct for plaster drip course/ groove In or moulding to R.C.C. projections.plastered

metre 32.00 29.00 I surface

Extra for providing and mixing water proofing material in cement plaster work in

proportion recommended by the manufacturers. per bag of

6 50KG Cement 20.00 48.00 Used in Mix

Finishing Walls with Putty approved brand and manufacture and of required shade on

7 undercoated wall surface to give an even shade over & including curing and cost of all

SQM 106.18 114.00 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,

8 J&N, Shalimar, Asian, Paints after throughly brushing the surface free from mortar dropping

SQM 106.18 39.00 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

9 over & including curing and cost of all material, labour, T&P etc. required for proper SQM 5.51 114.00 completion of work. for two coat over one coat of primer applied 2.20Ltr/10 Sqm.

~ cs,,v \ ~ ;1-, _

., ~·" ~ 'iifrl~

'3o ~- xi-~ f;T,frcr1 j:rv; f:.-:i. '

2.S Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per

10 manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.

i On steel work SQM 5.00 110.00

H DRAINAGE work;-

1 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:

i Up to 300 mm dia quintal 0.24 6266.00

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 2 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 rmt. 8.40 445.00

Replacement of M.S. foot rests in manhole including dismantling concrete block and fixing 3 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 each 10.00 57.00

4 Supplying and fixing C.I. cover without frame for manholes:

I 560 mm diameter C.I. cover (heavy duty) the weight of t he cover to be not less than 108 kg each 2.00 5592.00

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 each 2.00 1435.00

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

1 with polymeric mix and the polymeric mix is protected on both side with 20micron SQM 23.51 427.00 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).

UG Tank & Pumi;1 Room, eog- CIVIL WORKS

SI. No_. DESCRIPTION UNIT QTY. Rate In Rs.

A EARTH WORKS

Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.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 t he building and sides of foundation

1 t renches or into plinth and removal and disposal of surplus earth as directed by the CUM 147.00 99.00 engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.(Rate Including Royalty of earth also)

Excavating trenches of required width for pipes, cables, etc. including excavation for

2 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

a All kinds of soil.

i Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia. RM 32.00 197.00 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

3 etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming

CUM. 40.32 106.00 and watering, lead up to SO m and lift upto 1.5 m.

" .. '

~ ' .

·r~ , Ollu .-· I •j Y~

B .. Jr. '1 1\Jiq~n R~:~;l f.°Wi ftl • .... -- r-. _ _ __.,,._.,. ~, .--- -~

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and

4 saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of

SQM 60.00 2.00 rubbish upto a distance of SO m outside the periphery of the area cleared.

B CONCRETE WORKS

Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coarse sand : 8 graded Stone

1 Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc.

CUM 6.54 4560.00 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

2 hoisting and setting in position with cement mortar 1:3 (1 cenient : 3 coarse sand), cost of

required centering, shuttering complete :

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

CUM 8.36 8267.00

Extra for providing~and mixing water proofing material in cement concrete work @ lkg per per bag of 3 50kg of cement. 50KG of 50.00 45.00

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 40mm nominal size, well rammed and consolidated and grouted with fine sand, including SQM 14.60 380.00 finishing the top to give smooth finish and proper grade.

c REINFORCED CEMENT CONCRETE WORK

1 Centering and shuttering including strut ting, propping etc. and removal of form for :

a Foundations, footings, bases of columns, etc. for mass concrete. SQM 13.16 186.00 b Suspended floors, roofs, landings, balconies and access platform. SQM 59.28 381.00 c lintels, beams, plinth beams, girders, bressumers and cantilevers SQM 15.55 315.00 d Columns, Pillars, Piers, Abutments, Posts and Struts. SQM 169.90 430.00

Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string

e courses, bands, copings, bed plates, anchor blocks and the like. SQM 3.82 186.00

f . Weather shade, Chajjas, corbels etc., including edges. SQM 9.49 467.00

2 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete upto & above plinth level.

a Thermo-Mechanically Treated bars. Qtl 42.20 5334.00 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 3

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 separately).

I All work.s upto plinth level. CUM 39.38 5981.00 Ii All works above plinth level upto floor V level. CUM 13.19 6663.00 4 Extra for providing richer mixes at all floor levels.

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

CUM 19.46 72.00 considered in M-30 is@ 340 kg/cum).

6 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 each 2.00 1435.00

D WOOD & PVC WORK

Fram e

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

wrought framed and fixed in position:

I Second class teak wood cum 0.05 86922.00

- - ~ i ~L.._

\ ,t.~-:~. ~ .(f;w.) ......

Shutter

Supply and fixing of flush doors, commercial quality conforming to IS : 2202 Part-I (1983)

2 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 32 mm thick Double leaf shutters.

Same as item No. (470) & Extra for providing lipping with 2nd class teak wood battens 25

3 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be

measured).

Providing and fixing aluminium sliding door bolts ISi marked an.odised (anodic coating not

4 less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete:

I 300x16mm

Providing and fii:cing aluminium tower bolts ISi marked anodised (anodic coating not less

5 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

Providing and fixing aluminium handles of approved make anodized (anodic coating not less

7 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

1 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.

2 Fabrication of grill/ stairs case railing.

F FLOORING WORK

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone of size 20mm

1 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

2 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.

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 10 mm

3 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

com plete.

Providing and fixing 1st quality ceramic glazed wall t iles conforming to IS : 15622 (thickness

4 to be specified by the manufacture ) of approved make in all colours, shades except

burgundy, bottle green, black of any size as approved by Engineer-in-Charge

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,

5 shades, expect White, Ivory, Grey, Fume Red Brown, laid on 20 m m t hick Cement Mortar 1:

4 jl Cement: 4 Coarse sand ) including pointing the joints w ith white cement and matching

pigments etc., complete.

G ROOFING

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

1 of approved size) on roofs jointed with 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.

H FINISHING WORK

12 mm cement plaster in single coat of fair side of single of half br ick wall for interior

1 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

.. 1., ..,., 'I,.~ .. ,i q~.) ~.'17.T- r.::r f~· ~'

sqm 1.89 1605.00

sqm 1.89 261.00

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

. -.ozP

,

i

2

i

3

i

4

I

5

6

7

8

9

10

11

12

13

i

I

1

i

1:4 (1 cement: 4 coarse 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 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.

1:4 (1 cement: 4 coarse sand)

6 mm thick plastering on ceiling and soffits of stairs upto floor t~o level instead of platering in walls.

1:3 (1 cement: 3 fine sand)

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 proportion recommended by the manufacturers.

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 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 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 small articles not exceeding O.lOsqm. 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 materials, labour, T&P etc. required for proper completion of work.

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

ALUMINIUM WORK

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~ -

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SQM 70.29 114.00

SQM 29.24 114.00

SQM 29.24 180.00

SQM 64.19 99.75

metre 32.00 29.00

per bag of SOKG Cement 20.00 48.00 Used in Mix

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

"{ '~ .;r."1itT cl1V~M~oftifo

2

i

3

j

J

1

SI. No.

A

1

2

3

8

1

i

{;

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots

and making provision for fixing 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 to required shade according to IS:

1868, Minimum anodic coat ing of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the d irect ions of engineer-incharge . (Cost of aluminium snap beading shall be paid in

basic item):

With float glass panes of 4.0 mm thickness

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 c f 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 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 sandwiched on both sides w ith polymeric mix and t he polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the top most layer shall be finished with brick t iles of class designation 10 grouted w ith cement mortar 1:3 (l cement:3 fine sand) mixed with 2% integral water proofing compound 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 ~ ,. ..

Description of Work

EARTHWORKS Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations et c. 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.

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 saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of 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 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 concrete work, including pumping of R.M.C. from t ransit mixer to 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 workability without impairing strength and durability as per di rection of the Engineer-in-charge.· All work up to plinth level :

M-7.S grade plain cement concrete (cement content considere @ 200 kg/cum)

MILD STEEL AND IRON WORK

~ c~ _,... f 3rf~7 m

~ .I

'3. u "{;0fr$l"U RT1tor f;;rr, R'To ~Tf7RT ~cfiT{ ~ 111,1

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

c:Tfv 11;.,T\°'1"

~-1~-awm

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

1 including supply of steel and its wastage including cost of bolts, nuts if requried for proper Kg. 150.00 55.00

completion of work including fabrication of holes in door chaukhats and nosing.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

2 position and binding all complete upto plinth level And above plinth level

i Thermo-Mechanically Treated bars Qtl 22.32 5334.00

' D 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

1 consolidating with road roller Including making good the undulations etc. and re-rolling the sqm 13367.55 77.00

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

2 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).

i Cement concrete prepared with batch mixing machine Cum 372.05 6455.00

Extra for providing and mixing hardening compound of apprOved quality as per

3 manufacturer's specification in cement concrete ....... (Fosroc-or equivalent -Nitoflor.LH @ litre 206.70 44.00

12 Sqm/Ltr)

Providing and fixing in position pre-moulded joint filler in e><pansion joints.

per cm depth

4 per cm width 1366.97 2.00 perm length

. PAINTING ROAD/ RUNWAY MARKING Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish

5 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 New work (Two or more coats) Sqm 645.06 103.00

Construction of granular sub-base by providing close graded Material 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

6 with motor grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per specifications and directions of Engineerin-

Charge.

i With material conforming to Grade-I (size range 75 mm to 0.075 mm) havingCBR Value-30

Cum 2005.13 2013.00

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

7 paverfinisher in sub- base I base course on well prepared surface and compacting with Cum 2005.13 2013.00 vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

~'<. (ii-/ '3"\7~

B. ~. ~; W'" f.rrr:1 ftl. ' 3;:-r::-:; ,,,.; . ... ·. ·.I

Providing and laying at or near ground level factory 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

8 except at sharp curve shall not to more than Smm) including making drainage opening

72.57 5031.00 wherever required complete etc. as per direction of Engineer-in-charge (length of finished

cum

kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by

Engineer-in-charge).

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

9 approved make laid at site with soil, sand and cocopeat (25%) mix bed 75 mm thick as sqm 3604.80 954.00

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

10 coarse sand) wi!h joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 Sqm 2037.28 10290.00

stone dust) admixed with pigment to match the shade of stone and pointing with same

mortar.

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

11 cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of Sqm 5245.12 3674.00

stone and pointing with same mortar.

BOUNDARY WALL

S. No. Description Unit Qty. Rate In Rs.

A EARTH WORKS 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

1 trenches or into plinth and removal and disposal of surplus earth as directed by the Cum 381.S 99.00

engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.(Rate

Including Royalty of earth also)

Filling avai lable excavated earth (excluding rock) in trenches, plinth, sides of foundations

2 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. Cum 289.01 99.00

3 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth

measured in stacks will be reduced by 20% for payment). Cum 92.47 292.00

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and

4 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. Sqm 661.00 2.00

8 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

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

1 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 impairing strength and durability as per direction

of the Engineer-in-charge. - All work up to plinth level :

i M-7.5 grade plain cement concrete (cement content considere@ 200 kg/cum)

cum 38.15 5406.00

' REl(i_FOR,ED rEME(!J.l(ON(RE"ff. WQR/$. ~

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

a Foundations, footings, bases of columns, etc. for mass concrete. Sqm. 144.87 186.00

d Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm. 754.78 315.00

e Columns, Pillars, Piers, Abutments, Posts and Struts. - Sqm. 632.74 - 430.00

~{ -~ .. ,,,. . .J.., {·~·i '""' i P6~ i"(T

~~ '• '-l'G C • ~cr.t'l'u~Pf,,f'lll

2 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete all level.

a 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 3 recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,

improve workability with0

out 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 separately).

I All works upto plinth level.

ii All works above 'plinth level upto floor V level.

D BRICKWORK First Class -150 brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in

1 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. (Find Sand not less than

in 1.25 FM)

€. STQNEWORK

Red Sand Stone Work for Wall Lining etc.(veneer Work) 30mm thick in cement mortar 1:3

1 (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.

f. 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 1 angles not exceeding 80mm. In grith and finished even and smooth.

i 1:6 (1 cement: 6 coarse sand) 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

2 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.

Qtl 212.80 5334.00

Cum 94.69 5981.00

Cum 71.94 6663.00

Cum 211.28 4180.00

Sqm. 1189.80 1377.50

Sqm. 1388.10 114.00

Sqm. 1388.10 114.00

Total

Total Amount :- 14465.69 Lacs

~,~ Jl·1

·~.'ITfo~f· ~ITT ~-:v'-..::11•.

BUILDING-: PORTA CABIN BILL OF QUANTITY

S. No. Description

A 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.) & including filling,

watering and ramm ing of excavated Earth into the trenches or into the

1 Space betwee.r:i the build ing and sides of foundation trenches or into pl inth and removal and disposa l of surplus earth as directed by the engineer-in charges upto a distance of 30m. (100 fts.) from the foundation trenches.(Rate Including Royalty of earth also)

Excavating trenches of required w idth for pipes, cables, etc. including

2 excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.Sm including getting out t he excavated soil, and then returning the soil as requ ired, in layers not exc

a All kinds of soi l.

i Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia.

~

Filling ava ilable excavated earth (excluding rock) in t renches, plinth, sides

3 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 4 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 vegetation, grass, brush wood,

5 trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and remova l of rubbish upto a distance of SO m outside the

periphery of the area cleared .

6 Cartage of Ba llast, Kankar, coal,Grit or Sand etc., including loading and unloading but excluding stacking on pucca roads. 5th km.

Total carried over to summary

8 CONCRETE WORKS

Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coarse sa nd : 8 graded Stone Ba llast 40mm. Nominal size.) including supply of all materia ls,

1 labour and T & P etc. required for proper completion of the work and

curing complete, also includ ing cost of formwork in foundation & floors.

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 2 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

3 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:

Page 1 of 6

'- . ··ft· {~ i ) , . ... \I~ . •

Unit

CUM

Rmt.

Cum

Cum

Sqm

Cum

cum

SQM

Porta Cabin, Boq.

Qty. Rate In Rs.

7.85 99.75

5.10 197.89

5.99 106.78

0.10 750.50

5.11 2.85

1.86 151.67

0.00 0.00 0.00

0.86 4560.00

6.78 380.00

~ ~ rj~:..::·?

a,11mof.toiewf , -ro .!. 3'Pffl 'f11Tl-antm

BUILDING-: PORTA CABIN BILL OF QUANTITY

S. No. Description

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

size)

c REINFORCED CEMENT CONCRETE WORK

1 Centering and shuttering including strutting, propping etc. and removal of

form for:

a Foundations, footings, bases of columns, etc. for mass concrete.

b Wa lls (any thickness) including attached pi lasters, butteresses, plinth and

string courses etc.

c Suspended floors, roofs, landings, balconies and access platform.

d Shelves (Cast in situ)

e Lintels, beams, plinth beams, girders, bressumers and cantilevers

f Columns, Pillars, Piers, Abutments, Posts and Struts. g Arches, domes, vaults up to 6 m span

Small lintels not exceeding l.Sm clear span, moulding as in cornices,

h window sills, string courses, bands, copings, bed plates, anchor blocks and

the like.

i Edges of slabs and breaks in floors and walls

Under 20 cm wide

j Weather shade, Chajjas, corbels etc., including edges.

Extra for additional height in centering, shuttering where ever required

with adequate bracing, propping etc., including cost of de-shuttering and

2 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).

i Suspended floors, roofs, landing, beams and balconies (Plan area to be

measured)

3 Reinforcement for R.C.C. work including stra ightening, cutting, bending,

placing in position and binding all complete all level.

i 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,

4 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

separately) .

i All works upto plinth level.

ii All works above plinth level upto floor V level.

D WOOD & PVC WORK

Providing and fixing IS : 3564 marked Aluminium die cast body tubular type

1 universal hydraulic door closer with necessary accessories and screws etc.

complete.

~~~ ~~

'3. '\l. ~ J f;r.f.uT f.i'Ml fc:{. ~~-:-: ..i ', .... -.. : ·f<l

Unit

Cum

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

·metre

Sqm.

Sqm.

KG

Cum

Cum

Each

Porta Cabin, Boq.

"33

Qty. Rate In Rs.

2.5 8267.66

2.16 186.63

0.00 342.76

8.17 381.57

1.03 381.57

10.78 315.54

lQ.97 ~ 430.68

-.s·.oo 1012.99

0.26 186.63

11.44 110.58

0.45 467.73

0.00 151.10

668.9 64.70

2.89 5981.34

2.48 6663.82

1 716.06

'$7"-firf ~-;;rrfl u.:f:Xn'Ui:,r.-.,f\!iufrm

~~ -,,."\'ffl'm

S. No.

2

i ii

3

i ii

4

i

5

E

1

2

£

1

2

G

1

i

2

BUILDING-: PORTA CABIN BILL OF QUANTITY

Description

Providing and fixing aluminium tower bolts ISi marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transpa rent or dyed to

required colour or shade with necessary screws etc. complete:

300x10 mm l OOxl O mm Providing and fixing aluminium 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.

~

125 mm l OOmm Providing and fixing alumin ium hanging floor door stopper ISi marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to req uired colour and shade with necessary screws etc. complete.

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 coat ing not less t han grade AC 10 as per IS :1868) aluminium 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 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 WORK

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 floating coat of neat

cement (40mm thick cement)

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 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.

1:4 (1 cement: 4 coarse 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 rou nded

angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth .

Page 3 of 6 l.· .. ) '!.,~-;.fa.

~~1~d'\'W

Porta Cabin, Bo~

Unit Qty. Rate In Rs.

Each 2.00 99.75

Each 4.00 42.75

Each 2.00 61.75 Each 4.00 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

....

BUILDING-: PORTA CABIN BILL OF QUANTITY

S. No. Description

i 1:6(1 Cement : 6 coarse Sand). 20 mm cement plaster in two coats backing cost 17mm and finishing coat

3 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. i 1:4 (1 cement: 4 coarse sand)

4 6 mm thick plastering on ceiling and soffits of stairs upto floor two level

instead of platering in walls. i 1:3 (1 cement: 3 fine sand)

Extra for providing and mixing water proofing material in cement plaster

work in proportion recommended by the manufacturers.

5

Finishing Walls with Putty approved brand and manufacture and of

6 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. White washing with lime on under coated wall surfaces (two coat) to give

7 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. 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,

8 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 Applying one coat of water thinnable cement primer of approved brand

and manufacture on wall surface:

i Water thinnable cement primer Finishing walls with exterior emulsion paint (Apex) of approved brand and

manufacture and of required shade on undercoated wall surface to give an

10 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.

11 Applying priming coat :

i 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

12 and applied as per manufacturer's specifications including appropriate

priming coat, preparation of surface, etc. complete.

i On steel work H ALUMINIUM WORK

~;~ Page 4 of 6

\10 'Q. ~j[! fq$! f.;Trr.i fu. 3TT1Rl lt1f>TJ. 2,;n-tx\

. ~ -~ · ~,ft!.) Cl 'h

3.1.i.'it.1~\ · ~Y. ::::1'ti ':'."< l. · ;'il

Porta Cabin, B~

® Unit Qty. Rate In Rs.

Sqm. 10.39 114.00

Sqm. 10.39 180.50

Sqm. 7.64 99.75

per bag of

50KG Cement 6.52 48.12

Used in

Mix

Sqm. 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

.,,. -

BUILDING-: PORTA CABIN Porto Cabin, B~

··~ BILL OF QUANTITY

S. No. Description Unit Qty. Rate In Rs.

Providing and fixing aluminium work for doors, windows, ventilators and part it ions with extruded buil t 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 required dia and size including

necessary filling up of gaps at j unctions, i.e.at top, bottom and sides with

1 required EPDM rubber/ neoprene gasket etc.' Alum inium sections shall be smooth, rust free, straight, mitred and jointed 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) :

Anodised aluminium (anodised transpa rent or dyed to requ ired shade i 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

2 hinges/ pivots and making provision for fixing of fittings wherever 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

i according to IS: 1868, Minimum anodic coating of grade AC 15) KG 25.43 385.61

Provid ing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as 2 per the architectural drawings and the directions of engineer-incharge .

(Cost of aluminium snap beading shall be paid in basic item):

i With float glass panes of 4.0 mm thickness SQM 0.45 665.00

ii With float glass panes of 5.50 mm thickness SQM 1.89 760.00

Filling t he gap in between aluminium frame and adjacent RCC/Brickwork/

3 Stone Work by providing weather silicon sea lant over backer rod of approved quality as per architectural drawings and direction of Engineer-in

charge

i Upto 5mm depth and 5mrn width metre 9.15 84.31

l WATER PROOFING

Providing & laying integral cement based water proofing t reatment including preparation of surface as required for treatment of roofs

consisting of following operations: a) Applying 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

1 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 compound confirming to 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 required slope

~~ 'lffllRlo~offy<o

/

4 / !Wli:T ~ -3tfi1'i.1

S. No.

BUILDING-: PORTA CABIN BILL OF QUANTITY

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 the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole

terrace so finished 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 thickness at khurra as 65mm.

Page 6 of 6

Porta Cabin, BGS)

Unit Qty. Rate In Rs.

SQM 5.11 736.25

Water Feature with 1 no. of Cascade Jet

S.No. Description Unit Qty Rate In Rs.

1 Filtration Plant with Pum~

Cartridge filter made of composite 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

1.1 sq.ft 1 33,155

ryl ake : AtecPool ~

1.2 Cartridge filter 20-25 micron for above filter 1 8,028

Make : AtecPool

Self Priming Pump ABS plastic impel ler of

polyperelene flow rate 11.0 m3/h r @12 mtrs head

with inbui lt prefilter stra iner 1.0 hp ,2850 rpm,230

1.3 volts (lW+lS) 2 30,305

Make: AtecPool

2 Chemical Dosing s~stems

2.1 In line chlorine dispenser for chlorine 1 13,775

Make : AtecPool

3 Pool Basin Fittings

3.1 ABS Square drain 300 mm x 300 mm in White plastic 2 4,646

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 display 1 9,396

Make :PF-3452 Chrome Body & spot mirror with polycarbon

luminaire cover 8.0 W ( warm w hite) 12 to 24 V DC

3.4 0 96 mm & depth 90 mm 6 17,005

Make : Fiberli

3.5 Driver for Underwater light 50 W ,12-24VDC, IP 67 2 7,553

Make : M eanwell

3.6 Deck Box ABS for Underwater light 6 1,758

Make: AtecPool .:>UC( IUI I I\IOLLle In Alj.'.) wn n e f.Jld:>LIL 1ur SULLIOn

3.7 sweeper with 2" connection 2 903

Make : AtecPool

I {.u WF-1

Wall conduit for Suction Nozzle in ABS white plastic

3.8 with 2" connection 2 1,378

Make: AtecPool

Floor inlet in ABS white plastic flow rate 4 m3 /hr

3.9 with 50 mm glue connection 4 855

Make : AtecPool

ABS white plastic skimmer with inbuilt basket, 2"

3.10 connection 2 8,978

Make: AtecPool-CMP

5 Maintenance Kit

Suctlon head in aluminium 450 mm wide w ithl-1/2

inch connection size 1 12,255

Make: AtecPool

Reinforced telescopic Handle 1.2-2.4 mtrs long 1 3,088

Make: AtecPool

Deep Bag skimmer clip type 1 1,188

Make : AtecPool

Water surface skimmer clip type 1 1,093

Make : AtecPool

Curved brush clip type 1 1,359

Make : AtecPool

Floating hosel-1/2 inch for suction sweeping 15 mtr

long 1 13,253

Make : AtecPool

Test kit for pH and chlorine 1 2,233

Make : AtecPool

I) Total

S.No. Description Unit 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)

A min .750 mm lower than drain ~

!2) 50 mm drain pipe 24 275

!2) 50 mm Inlet pipe+ Cascade Jet 48 275

!2) 63 mm pipe from skimmer to pump header 36 370

(2) 63 mm pump header+ overflow pipe 18 370

(2) 63 mm vaccume pipe 30 370

uPVC paddle Flange

(2) 25 mm nos. 4 941

(25 50 mm nos. 8 2,081

\ CiL--/ a ~ 2/3 '

'lF-'irf >l'~~· r, WF-1

.Jrr ~~ ~f~~ /~~· '3, ~'

,...,,__ .. c.. ~ ,(, ~~,,ii~ IIV'RT~·~

I

¢63 mm nos. 2 2,746

B UPVC Ball Valve solvent

Ball Valve Solvent type ¢ 50 mm 6 2,271

Ball Valve Solvent type ¢ 63 mm 4 2,746

Check valve ¢ 50 mm solvent type 3 3,088

Common Electrical Panel CRC 16 gauge for

recircu lation pumps( 02 nos.) , RCC.B for underwater lights( 02 nos.) , Panel 16 gauge powder coated,

VAF, Indicator Lamp, MCB for pumps withh cable c trey in GI perforated 100 mm wide , 40 mm height. 1 55,955

3 core 2.5 mm2 PVC copper ca ble for pumps with D PVC 20 mm conduit in mtrs 20 200

2 Core Copper cable with rigid conduit for

E Underwater light (2.5 mm2) 60 170

8 SWG, GI wire for Pumps and electrical panel in F meters 30 181

lntial chemical charge for 7 days of working ( G HCL/TCCA/ ALUM/ ALEGACI DE) 1 9,500

3/3 WF-1

Water Feature with 2 no. of Cascade Jet with 3 iets S.No. Description Unit Qty Rate In

Rs.

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. 1 45,125

Make : AtecPoo l

1.2 Cartridge filter 20-25 micron for above fi lter 1 11,305

Make : AtecPool

Self Priming Pump ABS plastic impeller of polyperelene flow

rate 25.0 m3/ hr @12 mtrs head with inbuilt prefilter strainer 1.3 2.0 hp ,2850 rpm,230 vo lts (lW+lS) 2 47,025

Make: AtecPool

2 Chemical Dosing systems

Dosing pump 0-5 LPH at 8 bar for Ch lorine & Acid with 100 ltr 2.1 tank 2 23,655

Make : AtecPool-Aqua

3 Pool Basin Fitt ings

3.1 ABS Square drain 300 mm x 300 mm in White plastic 4 4,646

Make : AtecPoo l

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" , water level dependent areated 3.3 display 3 9,396

Make :PF-3452

Chrome Body & spot mirror with polycarbon luminaire cover

3.4 8.0 W ( warm white) 12 to 24 V DC¢ 96 mm & dept h 90 mm 12 17,005

Make : Fiberli

3.5 Driver for Underwater light 50 W ,12-24VDC, IP 67 3 7,553

Make : Meanwell

3.6 Deck Box ABS for Underwater light 12 1,758

Make : AtecPool

Suction Nozzle in ABS white plastic for suction sweeper w ith 2"

3.7 connection

Make : AtecPool

Wall conduit for Suction Nozzle in ABS white plastic with 2"

3.8 connection

Make : AtecPool

~ F,:,-B. ~. ~i; f ~1 :,i'JJ f.).r, f~~. ~ f4;r~, 3\TIW

4 903

4 1,378

~ ~ll'mt

/. ~ftlro

"' ~"""-~

Floor inlet in ABS white plastic flow rate 4 m3/hr with 50 mm

3.9 glue connection

Make : AtecPool

3.10 ABS white plastic skimmer with inbuilt basket , 2" connection

Make : AtecPoo l-CMP

Self Priming Pump ABS plastic impeller.of polyperelene flow

rate 25.0 m3 /hr @12 mtrs head with inbuilt prefilter strainer

3.11 2.0 hp ,2850 rpm,230 volts (lW+lS)

Make: AtecPool -I) Total

S.No. Description .

Plant Room within 10 mtrs from Water Feature

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

¢ 75 mm Inlet pipe

¢ 90 mm pipe from skimmer to pump header

¢ 90 mm pump header

¢ 63 mm vaccume pipe

0 25 mm for Nozzle with fittings

¢ 63 mm discharge pipe for Fountaion

0 75 mm suction pipe for Fountaion

uPVC paddle Flange

¢25 mm

¢50mm

¢63 mm

¢75 mm

¢90mm

cV

10 855

5 8,978

2 47,025

Unit Qty Rate In

Rs.

40 275

56 522

48 750

6 750

48 370

18 238

60 370

48 522

nos. 6 941

nos. 3 2081

nos. 4 2746

nos. 5 3696

nos. 2 4171

~ f~v.\lnt

~~fttiro awm f'filf-3tr1TIT

B

c

D

E

F

G

UPVC Ball Valve solvent

Ball Valve Solvent t ype 0 25 mm

Ball Valve Solvent type 12) SO mm

Ball Va lve Solvent type 12) 63 mm

Ba ll Va lve Solvent type 12) 75 mm

Ba ll Va lve Solvent type 12) 90 mm

Check va lve 12) 63 mm so lvent type

Wafer Check valve ¢ 75 mm with valve kit

Common Electrical Panel CRC 16 gauge for recirculation

pumps( 02 nos.) , dosing pump (02 nos.), fountain ump (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 wide, 40 mm height.

3 co re 2.5 mm2 PVC copper cable for pumps with PVC 20 mm conduit in mtrs

2 Core Copper cable with rigid conduit for Underwater light

(2.5 mm2)

8 SWG, GI wire for Pumps and e lectrica l panel in mete rs

Inti al chemical charge for 7 days of working (

HCL/TCCA/ALUM/ ALEGACIDE)

~ Dv

\:fl.I ~-;,11 ~. r,t. xTilf"0t~ pine• f;nr 1 ~~1.

'Y.!~m . 11TTfv:

t '1."ffll. ~t~ ~ ~.) ""Yo:··-.of'·:111' o .. :.,J.\;c . •··!, •1,l·::'t.

air1Ri ·~:r~~1·· .. :~;·1'~1z1

3 1226

2 2271

3 2746

5 8503

3 11305

2 3753

3 8978

1 80275

30 200

150 170

40 181

1 14250

.~

Water Feature with 3 no. of Cascade Jet with 5 iets S.No. Description

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 fil ter Make : AtecPool

Self Priming Pump ABS plastic impeller of polyperelene

flow rate 25.0 m3/ 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

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", water leve l

3.3 dependent areated display

Make :PF-3452

Chrome Body & spot mirror with polycarbon luminaire cover 8.0 W ( wa rm white ) 12 to 24 V DC¢ 96 mm &

3.4 depth 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

Suction Nozzle in ABS white plastic for suction sweeper

3.7 with 2" connection

Make : AtecPool

Wall conduit for Suction Nozzle in ABS white plastic with 3.8 2" connection

Make : AtecPool

Floor inlet in ABS white plastic flow rate 4 m3 / hr with 50 3.9 mm glue connect ion

Make : AtecPool

ABS white plastic skimmer with inbuil t basket, 2" 3.10 connection

Make : AtecPool-CMP

Self Priming Pump ABS plastic impeller of polyperelene

flow rate 30.0 m3/ hr @10 mtrs head w ith inbuilt prefilter 3.11 strainer 3.0 hp ,2850 rpm,400 volts (1 W+lS)

Make: AtecPool

~ 0 ~ ,:,1f4-i ,1!

1':~ . . ~ {i).) <1.rs.~·1.t ··';k·lt'r. ~~~,~ \10 ~o TI'1fq,!1:; Raju] f.~ ~•

3Wrn~~. Ji ' TRT

Unit Qty Rate In Rs.

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

6 903

6 1,378

10 855

18 8,978

2 56,525

~ 1"~1'$·~

·a,mmc~ / ~.-f~ .-.. \

I) Total

S.No. Description Unit Qty Rate In Rs.

Plant Room w ithin 10 mtrs from Water Feature

uPVC Piping with complete fittings of 10 bar for water

featu re & Plant Room (4.5 mx4.5 mx2. l m) min.750 mm

A lower than drain

(ll 90 mm d rain pipe 60 750

(ll 160 mm Inlet pipe 100 2176

(ll 200 mm pipe from skimmer to pump header 90 3031

(ll 200 mm oump header 6 3031

(ll 63 mm vaccume oipe 120 370

(ll 25 mm for Nozzle wit h fit tines 18 238

(ll 75 mm discharge pipe for Fountaion 90 522

(ll 90 mm suction pipe for Fountaion 60 750 uPVC oaddle Flange

(ll25mm nos. 10 941

(ll50mm nos. 1 2081

¢63 mm nos. 2 2746

(ll75mm nos. 2 3696

(ll90mm nos. 6 4171 (ll 160 mm no. 1 5596 (ll 200 mm no. 1 6166

B UPVC Ball Valve solvent

Ball Valve Solvent tvoe (ll 25 mm 5 1226

Ball Valve Solvent tvoe (ll SO mm 1 2271

Ball Valve Solvent tvoe (ll 63 mm 5 2746

Ball Valve Solvent type (ll 90 mm 2 8503

Ball Va lve Solvent type (ll 90 mm 3 11305

Butterfly valve with valve kit (ll 160 mm 1 17955

Butterfly valve with valve kit (ll 200 mm 1 22705

Check valve (ll 63 mm solvent type 5 3753

Wafer Check valve (ll 75 mm with va lve kit 8 8978

Wafer Check valve (ll 160 mm with valve kit 1 15675

Common Electrical Panel CRC 16 gauge for recirculat 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

c mm height. 1 161025

3 core 2.5 mm2 PVC copper cable for pumps with PVC 20

D mm conduit in mtrs 30 200

4 core 2.5 mm2 PVC copper cable for pumps with PVC 20

E mm conduit in mtrs 30 265

2 Core Copper cable with rigid conduit fo r Underwater

F light (2.5 mm2) 200 170

G 8 SWG, GI wi re for Pumps and electrical panel in meters 60 181

lntial chemical charge for 7 days of working (

H HCL/TCCA/ ALUM/ ALEGACIDE) 1 33250

S.No. Description

1 Mist Nozzles

Cleanable mist nozzle in sizes from 0.008" orifice with anti drip adapter. MOC in stainelss steel . Design at Flow rate :

1.1 0.016gpm, 55 degree spray pattern.

3/8" x 3/8" slip lock coupling with viton o-ring with 1500 psi 1.2 rated

3 way Tee ,3/8" x 3/8" x 3/8" with viton o-ring with 1500 psi 1.3 rated

1.4 slip elbow ,3/8" x 3/8 with viton o-ring with 1500 psi rated

1.5 Brass slip lok end plug

1.6 Vinyl coated steel clamp 3/8" ID

The Black nylon tubing is sutiable for slip lok fitting

assemblies.The high pressure Black nylon tubing is avai lable in

3/8" OD fl exiable nylon 12 and has and operating pressure

1.8 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 small

spaces, four position head mounting for plumbing flexibility,

industrial stacjed valves provide servicing, coneentric ceramic

plunger and specially formulated sea ls provide external seal

life, oi l bath luberication assures optimium 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, pressure 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 class :

E, Compliance: RoHS, CSA

2.0 5 Micron CF for Mist pumps with acessories like valves

MCB for Each Mist pump in Electical Panel of 16 ga uge with 3 2.1 core x 2.5 mm2 cab le with conduit

1/1

Unit Qty Rate In Rs.

120 1,891

120 2,081

8 2,831

16 2,233

8 428

250 85

3 85,025

5 104,025

5 12,255

1 52,250

Mist System ~;r J vw

~:1JC:7'fof~ittio~ ot~m ~;mj-~·

----~-- -----

Water Feature at 1st Floor { 02 nos.) S.No. Description

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

Make : AtecPool

1.2 Cartridge f ilter 20-25 micron for above fi lter

Make : AtecPool

Self Priming Pump ABS plastic impeller of

polyperelene flow rate 20.0 m3 /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 Chlorine & Acid

2.1 w ith 100 ltr tank

Make: AtecPool-Aqua

3 Pool Basin Fittings

3.1 ABS Square drain 300 mm x 300 mm in White plastic

Make : AtecPool

Chrome Body & spot mirror with polycarbon

luminaire cover 8.0 W ( warm white ) 12 t o 24 V DC

3.2 (2) 96 mm & depth 90 mm

Make : Fiberli

3.3 Driver for Underwater light 50 W ,12-24VDC, IP 67

Make : Meanwell

3.4 Deck Box ABS for Underwater light

Make : AtecPoo l

Suction Nozzle in ABS white plastic fo r suction

3.5 sweeper with 2" connection

Make : AtecPool

Wall conduit for Suction Nozzle in ABS white plastic

3.6 wit h 2" connection

Make : AtecPool

Floor inlet in ABS white plastic flow rate 2 m3 /hr

3.7 with 50 mm glue connection

Make : AtecPool

Unit Qty

8

8

30

Rate In Rs.

2 47,500

2 11900

4 42900

2 24900

6 4890

24 17900

6 7950

24 1850

950

1450

900

~ ~;rQ 17."lTtt

.:JJii;,'lTv~i°'Jo~o ~11'ITT ltm/-~

Rate In Rs.

45,125

11,305

40,755

23,655

4,646

17,005

7,553

1,758

903

1,378

855

ABS white plastic skimmer with inbuilt basket, 2"

3.8 connection

Make: AtecPool-CMP

S.No. Description

A

B

c

D

E

F

G

Plant Room within 10 mtrs from Water Feature

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

(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

UPVC Ball Valve solvent

Ball Valve Solvent type 0 50 mm

Ball Valve Solvent type 0 63 mm

Ball Valve Solvent type 0 75 mm

Ball Valve Solvent type 0 90 mm

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

wide, 40 mm height.

3 core 2.5 mm2 PVC copper cable for pumps with

PVC 20 mm conduit in mtrs

2 Core Copper cable with rigid condu it for

Underwater light (2.5 mm2)

8 SWG, GI wire for Pumps and electrical panel in

meters

lntial chemical charge for 7 days of working (

HCL/TCCA/ ALUM/ ALEGACIDE)

~-~ '3"1~ 3,~

\10 i.:l. ~; f:r;.ihr1 ~ ~­cr•f !! ~:·~ ·~. ::i..·rrx1

8 9450 8,978

Unit Qty Rate In Rs. Rate In Rs.

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 2890 2746

nos. 2 3890 3696

6 2390 2271

10 2890 2746

2 8950 8503

4 11900 11305

8 3950 3753

2 73900 70205

50 210 200

300 179 170

60 190 181

1 30000 28500

Name of Work : Internal Plumbing Work

S. NO. DESCRIPTION Unit. Qty,

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 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.

1.2.1 Kitchen sink with drain board 510X1040mm bowl depth 200mm. Each Sink without drain board (For JC) 610X510 mm bowl depth 200mm. Each

1.3 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 :

1.3.1 Rectanaular shape 453x357 mm Each

1.4 Providing and fixing C.P. brass bib cock of approved laualitv confirmina to IS:8931

1.4.1 15mm nominal bore Each

170 Providina and fixina toilet paper holder : 1.7.1 C.P. brass Each

SUBHEAD-IIIA\: INTERNAL DRAINAGE INSTALLATIONS (As )er D.S.R.2014\

2.1

2.2

2.2.1 2.3

2.3.1

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

,r,,~h ~~~ftr.) a-.u.m·.~:t?i'.fm. ~ ~;.~~ -Jt,':j'7ll

Each

Each

Rm

/ .,f),

I

Rate In Rs.

0 3 223

2 5 668

16 4 126

136 692

168 437

109 323

24 39

342 145

227 563

S. NO. DESCRIPTION PPLY INSTALLATIONS (As per O.S.R.2014\

3.1 Providing and fixing gun metal non- return valve of aooroved quality (PN 1.6)

3.1 .1 65 nominal bore 3.1.2 80 nominal bore

3.2 Providing and fixing brass stop cock of approved 1aualitv

3.3 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.

3.4 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 : 1 O 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 .~tr, •1"1liJ ~~-, f'I Jr rr'I'.

Unit.

Each Each

Each

kq

Each

Qty. Rate In Rs.

4 1 924 6 3 229

36 328

190 70

6 6,417

~1'11-mT <11ircf.(To~o~

&:TR'r T~-31T"T{f

S.NO. DESCRIPTION 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, including 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 ~ lo~ri nf r:;n m ·

All kinds of soil up to 1.50 m deoth Pipes, cables etc. exceeding 80 mm dia. but not

'. exceedina 300 mm dia

4.2 Extra for excavating trenches for pipes, cables etc. in all kinds of soi l for depth exceeding 1.5 m, but not exceeding 3 m . (Rate is over corresponding basic item for deoth uoto 1.5 metre).

4.3 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. 100 mm diameter 150 mm diameter

4.4 Providing and laying cement concrete 1:5: 10 (1 cement : 5 coarse sand : 1 O graded stone aggregate 40 mm nominal size) alround SW pipes including bed concrete as oer standard desian. 100 mm diameter 150 mm diameter

4.5 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 (1 cement : 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

Unit.

metre

metre

metre metre

metre metre

each each

metre metre

Cum

Qtv. Rate In Rs.

615 198

276.75 225

10 196 5 299

10 563 5 688

0 1,515 8 1 582

15 331 585 445

90 4 086

9a51-,• f i" .>l '('

~~i~i..;QfM'.j mrro ~~~-i'f'T~ \

S. NO. DESCRIPTION Unit. Qty. Rate In Rs.

4.8 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)

each 2 8 082 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.)

each 4 21 733

4.9 Extra for depth for manhole with F.P.S. bricks size 90 X 80 cm M 1 5 356 size 1.2m X 90 cm M 2 6 416

4 .10 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 graded stone aggregate 20 mm nominal size) 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 each 16 15 645

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. DESCRIPTION With Sewer bricks conformina IS : 4885

4.12 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) 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 :

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 cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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 conformina IS : 4885

4.13 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With Sewer bricks conformina IS : 4885

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 1 OB ka.

4.14 Earth work in excavation 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

4.15 12 mm cement plaster of mix 1 :4 (1 cement : 4 coarse sand).

Unit. metre

each

metre

each

Cum

Sa.m

Qty. Rate In Rs. 16 5,957

10 33227

8 14 101

106 (5 5921

615 150

45 164

~ ~,.,~ ?2.,"t;i(f,(fof-;;,of.- ., •.

.a~:--pr., I ..

S. NO. DESCRIPTION 4.16 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.

4.17 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 DRAINAGE 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

5.2 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: ,- ~ ."19~"W 1. ~ ·v n<: 1·1•iiD1 ·lq,n:1 } .

.•. r.

Unit.

each

Item

Cu.M

Qty. Rate In Rs.

32 296

1 346

2287.40 150

...-,Ji,_ . 'l H

w~rR'hif<ti\'"iot~o

~ ~rrl-~.wm

S. NO. DESCRIPTION Unit. Qtv. Rate In Rs. Drain 600mm wide 2*1565.00*0.075*0.465 2*1565.00*0.19*0.45

Total Cu.M 376.77 107

5.3 Providing and laying in position cement concrete of 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).

1565.00*1 .050"0.10 164.33 4,086 ~ Total Cu.M

5.4 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*0.120 556.36 6,721

Total Cu.M

5.5 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 4006.40 343

Total Sq.M

5.6 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uoto plinth level.

Thermo Mechanically Treated bars. 30571 .84 65 Qty same as 5.2.2 x 0.70x78.50 KG

5.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 4006.40 164

Total Sq.M

SLAB CULVERT

/

S. NO. DESCRIPTION 5.9 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) excluding centering and shuttering and reinforcement. (Rate 6778.20+(7,074.30-6,570.00)=7282.5

5.10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bindino all comolete uoto olinth level.

5.10.1 Thermo Mechanically Treated bars. 5.11 Centering and shuttering including struting, proping

' etc and removal of form for suspended floors roofs etc for culvert slab

5.12 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)

5.12.1 150 mm dia RCC pipe 5.12.2 250 mm dia RCC pipe

300 mm. dia. RCC Pipes 450 mm. dia. RCC Pipes

5.13 Providing and laying in position cement concrete of grade excluding the cost of centering and shuttering -all work up to olinth level

5.13.1 1:5:10 (1 cement : 5 coarse sand : 10 graded ston aaareaate 40 mm nominal size)

5.14 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:

with FPS bricks RAIN WATER HARVESTING DESIL TING CHAMBER (1 No.)

5.16 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.

All kinds of soil

5.17 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 uo to 1.5m.

5.18 Extra for every additional lift of 1.5 m or part there of in:

5.18.1 All kinds of soil. 5.19 Providing and laying in position cement cncrete of

specified grade excluding the cost of centring and shuttering - a ll work upto plinth level.

\ UV - '(~ -'3q ~·,,,'"i:r,,:G.."ii

'3. ~. xT\ifqj"r~ f:-r,11·11r f;,·iil, ~ ~11T~ ~ cfil~. 3V•Ti:1

Unit.

Cum

Ko

Som

Meter Meter metre metre

CUM

Each

Cu.M

Cu .M

Cu.M

Qtv. Rate In Rs.

5 6 918

135 65

11 382

65 331 415 445 610 481 160 671

187 3,804

85 3,760

8.40 139

5.6 96

3.65 40

~ l<Krf V\TI'(t

"aM,uo~~ arPm "51f-at"Pra

S.NO. DESCRIPTION Unit. Qty. Rate In Rs. 5.19.1 1 :4:8 ( 1 cement :4 coarse sand : 8 graded stone

aaareaate 40 mm nominal size) Cu.M 0.3 3 725 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 2 353 5.21 Edoes of slabs and breaks in floors and walls

5.21 .1 Under 20 cm wide R.M. 6 106 5.22 Steel reinforcement for R.O.C. work including

straightening, cutting, bending, placing in position and bindina all comolete uoto olinth level.

5.22.1 Thermo Mechanicallv Treated bars. Ko. 23.55 63 , 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.

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is navable/recoverable seoaratelv).

5.23.1 All works uoto olinth level. Cu.M 2.3 5 419 5.24 Brick work with F.P.S. bricks of class designation 75

in foundation and olinth in: 5.24.1 Cement mortar 1 :4 (1 cement: 4 coarse sand) Cu.M 5.25 4605 5.24.2 12 mm thick cement plaster of mix 1:4 (1 cement: 4

fine sand\. Cum 15 138 5.25 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:

5.25.1 200 mm diameter R.M. 3 510 5.26 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 -in-charae. Cu.M 0.27 810 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and aooroved aualitv L D- 2.5

5.27 Rectangular shape 600x450mm internal dimensions Each 2 1 075

[BJ RECHARGE PIT {1 No.}

5.28 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.

S. NO. DESCRIPTION All kinds of soil

5.29 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.

Depth exe. 1.5m but not exceedinq 3.0m. Depth exe. 3.0m but not exceedinq 4.5m.

5.30 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depttT, consolidating Each deposited layer by ramming and watering , lead up to 50 m and lift up to 1.5m.

5.31 Providing and laying in position cement cncrete of ~

specified grade excluding the cost of centring and shutterina - al l work upto Plinth level. 1 :4:8 (1 cement :4 coarse sand : 8 graded stone aqqreaate 40 mm nominal size) .

5.32 Centring and shuttering including strutting, proppintg etc. and removal of form for: Suspended floors.roofs, landings, balconies and access olatform.

5.33 Edqes of slabs and breaks in floors and walls Under 20 cm wide

5.34 Reinforcement for R.C.C . work including straightening, cutting, bending, placing in position and bindina all complete. Thermo Mechanically Treated bars.

5.35 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.

(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.

5.36 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) 12 mm thick cement plaster of mix 1:4 (1 cement: 4 fine sand).

5.37 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 5.38 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 -in-charae .

.. \c _~ 0'-1 ~.'(f~~T

"Cl, 9, xln~·;"', f,ry.nr f;rti'P, ~­v! r~ I ' ; •~-(I; :it ~ .~r~·l'!l

Unit. Cu.M

Cu.M Cu.M

Cu.M

Cu.M

Sa.M

R.M.

Ko.

Cu.M

Cu.M

Sq.M

R.M.

Cu.M

Qty. Rate In Rs. 59.17 150

22.6 44 15.05 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

~ .~~

<Wouoftro~ofko ~~- 3WRT

S. NO. DESCRIPTION 5.39 Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

All tvoes of soil 300 mm dia.

5.40 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.

150 mm nominal size dia. 5.41 Supplying, fi ll ing, 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.

5.42 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. 5.43 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

5.44 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.

\v ~\._,,/ ~-- 1\S -~~

n. Y. ~·Nll ~·fr'i f;rrrr.t ~. ~11':'[{ :;G,' l· :~_;-!~~;

Unit.

R.M.

R.M .

Cu.M

Cu.M

Each

Sq.M

Qty. Rate In Rs.

20 378

25 557

4.9 502

4.9 470

2 1 053

9.42 1,062

~ ~~

"aflJmo~~~o $.Pm~-~

' '

S. NO. DESCRIPTION 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 fittings 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

6.1.1 15mm nominal bore 6.1.2 20mm nominal bore 6.1.3 25mm nominal bore 6.1.5 40mm nominal bore 6.1 .6 50mm nominal bore 6.1.7 75 mm nominal inner dia Pipes (lrrigation+Bore well)

100 mm nominal inner dia Pioes 150 mm nominal inner dia Pioes

6.2 Providing and fixing gun metal gate valve with C.I. wheel of aooroved aualitv <screwed end) : external works

6.2.1 25mm nominal bore 6.2.3 40mm nominal bore 6.2.4 50mm nominal bore 6.2.5 65mm nominal bore 6.2.6 80mm nominal bore

6.3 Providing and filling sand of grading zone V or coarser grade all-round the G.I. pipes in external work.

6.6.1 15mm nominal bore 6.6.2 20mm nominal bore 6.6.3 25mm nominal bore 6.6.4 40mm nominal bore 6.6.5 50mm nominal bore 6.6.7 80mm nominal bore 6.6.8 100 mm nominal bore 6.6.9 150 mm nominal bore

6.7 Providing & Fixing C.l.sluice valve(with cap) complete with bolts.nuts.rubber insertions etc.{the tail oieces if reauired will be oaid seoaratelv)

6.7.1 100 mm dia.oioe 6.7.2 150 mm dia.oioe

6.7A 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 6.7A.2 80 mm dia 6.7A.3 100 mm dia

~ CAV --- sc -· -

' ~ '1. • \ .. ' ?:: p,~ fq,11{ Fe,

1r, 1 '«•'. nrr{l

Unit.

RM RM RM RM RM

RM RM RM

Each Each Each Each Each

RM RM RM RM RM RM RM RM

Each Each

Each Each Each

Qty. Rate In Rs.

10 15 35 45 75

1850 215 65

2 2

16 8

14

10 15 35 45 75

1850 215 65

4 1

2 2 1

~ ~lf)tfft ~o~o ~"1iTf-3n

136 155 199 333 498

1 949 2 693 3 255

407 556 713

1 223 1 825

63 64 66 68 71

115 122 181

3 725 5409

4 539 5 863 7 705

S. NO. DESCRIPTION Unit. Qty. Rat e In Rs.

6.8 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:

6.8.1 With F.P.S. bricks Each 18 6 417

6.9 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 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:

6.9.1 With F.P.S. bricks Each 4 11 089

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 1 DO 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:

6.10.1 With F.P.S. bricks Each 2 15 290

6.11 Excavating trenches of required width 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 80mm dia.but not

exceedina 300mm dia. Mtr. 2310 198

' ,,.~. ~~fti.) ::···~·.n.~1.f.i."1.fM.

S. NO. 6.12

6.13

6.14

~

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 item for deoth uo to 1.5 metre).

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.

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.

Yr~ \."\;) -- ~ . .) .~n~

~- 1J \!\.~ ' fl ·,tu· {"1~. U•;· ··n1•,•; -..:,;ITT

Unit. Qty. Rate In Rs.

Mtr. 51 225

kQ 45 70

Item 16 723

Name of Work : Internal Plumbing Work

S.NO. DESCRIPTION Unit. Qtv. Rate In Rs. SUBHEAD-IIBl: SANITARY INSTALLATIONS (NON-SCHEDULED ITEMS}

1.1 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.

WC - Make: ROCA , Cat: RS342998000 , Cistern

~ Model No. RS341991000, Soft-close seat and cover RA801992004 Each 168 20,288

1.2 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 155 11,372 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.

Each 247 27,342

Urinal - Make: ROCA, Model: Chic, Cat No: RS35945JOOO Sensor - Make: ROCA, Cat No:RT5X9215EOO

1.4 Supply, installation, testing and commissioning 15mm Automatic Sensor Tap [Make:Grohe Euroeco Ce Electronic Fittino Basin - 362720001 Each 155 14,570

1.5 Providing and fixing Towel ring (Make: Jaquar, Model :Cat No- 1121N) with brackets fixed to wooden cleats with C.P. brass screws. Each 155 2,889

1.6 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 Each 478 915

,,_ ~:~. ~~t{f:t) '3' !~ '!:;r f~_;t. :. . ~-, • .. • "'"... .. ) • ~ .:r,, ; ..

~,,rf:l c~ ~t,'.·.i.i·--.-.:·,~~·;1 \

1.7 Providing and fixing soap container (Make: Grohe 40 368 000) with brackets fixed to wooden cleats with C.P. brass screws. Each 155 849

1.8 Providing and fixing CP Bottle Trap for basin, sink and urinal. (Make: Grahe Bottle Trao - 28920000) Each 155 1,754

1.9 Supplying, storing, handling, shifting, installation, testing and commissioning 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

1.10 Providing and fixing C.P. brass bib cock of approved I Quality confirminq to IS:8931 /Grahe 30064001 l 15mm nominal bore Each 168 3,366

~

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

1.13 Providing and fixing toilet paper holder(Grohe Baucurve Kitchen Sink Mixer -31 231000) Each 109 3,671

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 20 6,033

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 16,615

SUBHEAD-II (8): INTERNAL DRAINAGE INSTALLATIONS /NON-SCHEDULED ITEMS)

L1

2.1.1 2.1.2

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 1451-1 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

W.~~. ~~flH :, ) a.!l.~.f;.f; ·. ;

~ f,-j :"'":":'7;~r • . . .. . :1

RM RM

975 1,997 725 4,829

~~"Tlt Wll'Dtrcf~~ff..;

"'U1l\l ~--wrm \

2.2 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 1 SO/DIS 9969 and tightness as per EN 1277/B and C and DIN 19560, with all necessary fittings in blue colour, fitted with factory fitted lip ring (Make: POLOPLAST Germany). ( For Indirect waste/ Wash Basin/Urinal/Sink/Floor Drain )

2.2.1 40 mm nominal bore RM 2.2.2 50 mm nominal bore RM

2.3 ~ 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).

Each

2.4 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).

Each

2.5 Providing and fixing end cap (door piece) of pp for cleanina.

2.5.1 with 110 OD Each 2.5.2 with 160 OD Each

2.6 Providing and fixing PP 110mm P Trap with minimum 50mm water seal with rubber seal on inlet to push fit hopper for indirect waste connections (McAlpine UK). Each

2.7 Providing and installing Air Admittance valves with required air flow rate, including submission of design data (McAloine/STUDOR\

2.7. 1 Airflow capacity upto 32 1/s ( Maxi Vent) Each 2.7.2 Airflow capacity upto 7.51/s ( Mini Vent) Each

~ -C!,L----

'3""q ~J~~ '3. ~. ~jFl*' r~i JiTJ ~ fu.

..,-;il,\l :[cl1T~ . JliT"<':T

li.~. ~1t;{ffr.) a: rr. ~. ~ .tlr. fi-t.

~R; ·~ . . -tt!>l~· -,5 .. , •. ,, .. "'

390 1,1 44 620 1,144

247 3,686

115 1,966

61 2,195 20 5,992

247 2,862

12 7,375 34 4,593

-

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 10312 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 Rm 22 mm nominal outer dia pipes Rm 28 mm nominal outer dia pipes Rm 35 mm nominal outer dia pipes Rm 42 mm nominal outer dia pipes Rm 54 mm nominal outer dia pipes Rm 76.1 mm nominal outer dia pipes Rm 88.9 mm nominal outer dia pioes Rm

Providing and fixing brass ball valve with SS 304 Stem and ball teflon seat complete (PN-16). 15 mm dia nominal bore Each 20 mm dia nominal bore Each 25 mm dia nominal bore Each

Supply and installation of Butterfly Valves with mating flanges generally as specified all complete. PN 1.6 65 mm dia nominal bore Set 80 mm dia nominal bore Set

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 Rm 20 mm dia, nominal Rm 25 mm dia, nominal Rm 32 mm dia, nominal bore Rm

l ~~- • ·-,~ ii!.) 3.V ."t!T.f .;l.ii'/ .fa. ~~;mr

2455 1575 1115

580 690 290 285 130

34 87 55

12 7

521 245 145 65

677 953

11135 11592 11858 21311 4,063 4,708

328 459 717

2,043 2,245

133 150 180 214

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 r<>C::PC::\

3.7.1 25 mm dia, nominal 3.7.2 50 mm dia, nominal bore 3.7.3 65 mm dia, nominal bore

.3.7.4 80 mm dia, nominal bore 3.7-.5 100 mm dia, nominal bore 3.7.6 150 mm dia, nominal bore

Each 18 Each 6 Each 2 Each 2 Each 12 Each 2

305 457 547 627 843

1,158

f''$Tf v.TI'fr ~11o·ucAt,11:o~

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4.18

~

4.19

SECTION - IV EXTERNAL SEWERAGE NETWORK _(NON-SCHEDULED ITEMS)

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.

F.R.P. manhole cover with frame (600 x 600 mm internal dimensions capable to bear 10 T Load).

Item 1

each 32

81 ,225

6,787

~ ~~

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SECTION - V EXTERNAL DRAINAGE SYSTEM EXTERNAL DRAINAGE SYSTEM DRAINAGE NETWORK (NON-SCHEDULED ITEMS)

5.15 Providing & fixing of F.R.P. Grating (Heavy Duty) for channel drains including all accessoreis complete canable to bear 1 T Load. 644 wide x 40mm thk. RAIN WATER HARVESTING (NON-SCHEDULED ITEMS)

5.45 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::1 OW) . 210 mm OD UPVC Pipe EXTERNAL WATER SUPPLY SYSTEM (NON-SCHEDULED ITEMS)

6.16 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.

6.16.1 100 mm dia, NB 6.16.2 150 mm dia, NB

6.17 Supply and installation of Butterfly Valves with mating flanges generally as specified all complete. PN 16

6.17.1 65 mm dia nominal bore 6.17.2 80 mm dia nominal bore 6.17.3 100 mm dia nominal bore 6.17.4 150 mm dia nominal bore

6.18 Providing and fixing gun metal non- return valve of annroved Quality (PN 1.6)

6.18.1 100 mm dia nominal bore 6.18.2 150 mm dia nominal bore

Each

metre

M M

Each Each Each Each

Each Each

2175 4,917

120 1,069

85 1,856 25 2,391

8 2,043 12 2,245 6 2,828 2 3,853

2 7,422 1 11 ,315

~ ~~

'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 .. 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)

Set 1 501,851

~ ~~

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8.2 Water Booster Pumpset (Treated Water Suoolvl Set 1 1,697,168 Supplying & supervision of testing & commissioning of Booster Pump set (Hydropneumatic systems) as described below Supplying & supervision of testing & commissioning of package vertical 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 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 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.

Suction & Delivery Header - SS 304

Flow Prevention - Only Check Valve 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 suitable to automatic oumos.

-~ \3"q3l~'

'3. >J. xlvl~ f.'fi1bf ~ ~. 3fPRT ~q;-1{ 3P"IRT

working 16 SWG MS sheet of above mentioned

8.3 Water Booster Pumpset - RO TRANSFER PUMPS Set 1 447,103

Supplying & supervision of testing & commissioning of Booster Pumps et (Hydropneumatic systems) as described below Supplying & supervision of testing & commissioning of 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 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 switch, common suction and delivery header, bellows on sucton and delivery side complete in all repsects.

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.

Suction & Delivery Header - SS 304 Control Valve On suction and Delivery - Ball Valve Only l<No Butterflv Valve Acceoted). Flow Prevention - Only Check Valve 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

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.

~ Waste Water Drainage Sump Pump Each 16 68,434 Flow rate : 4 LPS Head : 15 Mtrs. Min . Motor HP : 2.2 (Each)

Sewaqe Water Transfer Sump Pump Each 2 320 Flow rate : 4 LPS Head . 15 Mtrs. Min. Motor HP : 2.2 (Each)

8.5 Providing & fixing of HD F.R.P. Cover with frame 600 mm dia internal dimensions (capable to bear 2.5 T Load) for sumo cits. Each 8 6,787

8.6 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 16 428

10.1

-

SECTION- X SEWAGE TREATMENT PLANT

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 I I ( 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:

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 Electrical 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 & ACF) 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

- 11.~. ~:(~.) -..,..l_ - c.,.. ::::-., ''-· .. ~ "J t,.; j •: YJ O : •£ •

~ •.. • .. , '"''~~~.;-~/'I:n

Item 1 9,310,000

%L---, ~'V'tTfl'

'51Q'd'Oo~11Joh 3Tl'TITI' ~ -3'fl1T'T

S. NO. DESCRIPTION Unit. Qtv. Rate In Rs.

BORE WELL INSTALLATIONS (As per D.S.R.2014)

7.1 Boring/dril ling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

All tvoes of soil 7.1.1 350 mm dia

Rockv strata includino Boulders 7.1.2 350 mm dia

7.2 Supplying, assembling, lowering and fixing in vertical 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.

7.2.1 150mm nominal size dia

7.3 ·Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Enaineer-in-charoe.

7.4 Supplying, assembling, lowering and fixing in vertical 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, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

7.4.1 150 mm nominal size dia having minimum wall thickness 5.00 mm.

7.5 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) 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, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.

7.5.1 150 mm nominal size dia

~ -.. ~ '31,l ,=.:'f ;,;,f~~ ..m

>J. ~. w,~M Wt1UI ~ ~. ~'[T(~ ~'ifi1t ~HRJ

metre

metre

metre

cum

metre

metre

40 423

15 910

40 503

9 938

40 1 269

8 1,348

~ 'f5lf ·\Nt'ft

-.rsrcmofilfl:iftioff:ro awm~.f-

S. NO. DESCRIPTION Unit.

7.6 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-~h~-~~ hour

POWER & CONTROL CABLING IDSR 2014 SCHEDULED ITEMS)

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.

Set 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.

Rm 9.2.3 Providing & fixing 25mm x 5mm G.I. strip on surface

or in recess for connections etc. as required.

Rm 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.

Rm

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 Rm 300 mm width X 50 mm depth X 1.6 mm thickness Rm

9.2.6 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 .

RM

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.

RM

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 crimping 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.

Qty. Rate In Rs.

12 643

2 3 379

40 643

200 135

300 22

40 438 30 750

25 23

2,40 77

~ ~~

~O'tlO~oftiiro ~ f'l'ilf- 3lf7ITT

S. NO. DESCRIPTION 3.5 Core 120 sa. mm. Armoured Aluminium cable. 3.5 Core 35 sa. mm. Armoured Aluminium cable.

9.2.9 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

\ ~ "'3"ti ,?Tflf,R iT

B. ~. ~cf~ Pl-::rr'Jl Prri~ ~' 3H~l~~, 37fiify,T

, "';rffllt ~f. 3 .'tt.'li Jt. «FMW.l:- ..

Unit. Qtv. Rate In Rs. Nos 40 460 Nos 80 257

RM 150 152

7.7

~

BORE WELL INSTALLATIONS {NON-SCHEDULED ITEMS}

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 I Pumps.

~ 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:

~ Flexible and cut able LED strip

1 - Type of protection: IP67 -Dimmable

- ~ine White

.- - Sa!t mist proof

Product

- Highly UV-re.sistant Technica l features:

I '". ' !.Protection Type· 1p 67 (outdoor use)-

f ·' · :High performance Silicone High UV-resistancy - : ,. -Saltmist proof

-Dimmable Pulse width modulation (PWM)

. -Binning Fine white

, -Lifetime 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

-20 mm Acrylic Letters. -3M Vinyl.

- R.C.C - MS Heavy wire for base.

- Red Oxide for MS Structure.

, Led Modules for internal ligOhting. Foundation of

• ' Totem Signage: The depth of base will be 5' in RCC:

2 - R.C.C .

., - Bricks

1. - Iron wire.

~- ·, _ - 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) . ·:· .

Nos 4.00

Nos 4.00

13,40,000.00

1,95,000.00

;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 printing will be pasted over 5mm toughened glass &

mounted with wall by fasteners. This is install near entrance in

.' bujlding. This will be floor.mounted.

Do not use lift in case of fire. Acrylic of 5 mm+ Digital printing

- 4 of ~m vinyl, size (18xl8)", this signage will fixed near Lift Gate.

Install with wall by double sided tape. ·

5 lifts· Acrylic of 5 mm + Digital printing of 3m vinyl

Size of sign (24x4)". .

Stair· Acrylic of 5 mm+ Digital printing of 3m vinyl, size

6 (12xl2)",' this signage will fixed near Lift Gate. Install with wall

by double sided tape.

Fire Exit (12x6)" in MS Box, with battery backup· No other

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

backup + MS Box for ceiling Signage will be fix with 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

will ~e Osram.

Ladles/Gents/Handicaps Toilets· Size (12x12)". Here CNC

acrylic letters will be fix the imported Korean shee t This will be 9

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.

Size of sign (36x12)"

Evacuation Plan· This is one of 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

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 2.00

Nos 16.00

Nos 16.00

Nos 44.00

Nos 60.00

\

. Nos 6.00

Nos 18.00

Nos 25.00

Nos 16.00

Nos 28.00

Nos 32.00

,·

23,500.00

l,200.00

1,200.00

1,000.00

8,000.00

.. 10,'soo.oo .

2,800.00

3,000.00 .

1,800.00

, .:!' -~

5,200.00

.

9,500.00

~~ ~ffla~~oftiito ~ fcm"f-3"11"{1'

:

l

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. Nos

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 Nos

printing\=over 3M Vinyl + Alumil)um channel+ branded tubes

& chocks+ MS angle for hanging+ Fasner.

Hanging Direction Nonlit sign in bas!?ment double sided; size

. (4x2) - This sign will be install in basem.ent. This is fabricated by 16

1· MS pipe+ Smm Acrylic+ Digital J)i'in'ting over 3M Vinyl+ MS Chain for hanging+ Fasner . .': .':- . ' ~ ... . " . ~ . .... . ;,.." -· . •· .

; -- Floor No'. - This signage is fix opposite to Stairs & Lift so that ..

. incomers can understand that where they are standing. Size of

. 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)".

Nos

Nos

Nos

HOSE 'REEL & Fire Extinguisher etc· The quantity of above

sigriage is very small but they all are used almost every floor of H Nru

building. Size of-Signage (12xl2)". Items use In signage Smm

Acrylic+ 3M Vinyl digital printing. ,

e Flat Poster Box, Size (49x30)" - .Size of signage (49x30)", made

20 by.galvanized aluminum+ branded tubes & chocks. Wall Nos

mounted sign.

24.00

8.00

30.00

·44.00 -

30.00

40.00

20.00

· .. ,. , . ... ·· ... .

"

45,oop.oo

.

48,000.00 ·

4,500.00

},000.00 "­~. ~~

1,440.00

1,000.00

8,500.00

·'·

.. ~ . ..._. , ,,cr .. M , _,,,_.. ..... .... - ··--- .. -~--------------------T_o_ta ..... 1