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INDIAN COUNCIL OF AGRICULTURAL
RESEARCH, NEW DELHI
TENDER AND CONTRACT DOCUMENT
Name of Work: Construction of Auditorium at NASC Complex, Pusa Road,
New Delhi
TENDER NO.: RITES/CP/ICAR/AUDI/2011
PART 2: FINANCIAL BID
JUNE 2011
RITES Ltd. (A Govt. of India Enterprise)
Plot No.‐144, Sector‐44,
Gurgaon (Haryana) ‐ 122003
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S.NO. Particulars Estimated Cost
(in Rupes)
Quoted %age
above/below
(in Figures &
Words)
Quoted Amount (in
Rupes)
1 Civi l work (Based on DSR 2007)
2 Electrical work (Based on DSR
2007)
3 Civil work (Based on Market
Rate)
4 Electrical work (Based on Market
Rate)
Total Amount
Un-conditional rebate if any
Amount after rebate in figure
Amount after rebate in Words
Project Name: Construct ion of Audi torium/Convention Centre at NASC Complex, PUSA, New Delhi.
FINAL ABSTRACT OF COST
Tender No. RITES/CP/ICAR/AUDI/2011
Percentage and Amount to be quoted by the contractor
(Signature of Contractor w ith Seal)
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S.No. Description of Work DSR Amount (in Rs.) Remarks
A Earthwork 9002619.40
B Concrete 234414451.15
C Masonary Works 9288358.41
D Wood, Iron and Steel Works 7096289.05
E Joinery works 121762.40
F Flooring Works 10688110.95
G Internal & External Finshes 10480714.72
H Roofing Works 1416485.00
I Water proofing Works 6702770.10
J Road Works 2039791.55
K Stone works 15582688.52
L Plumbing And Sanitation Works 1393953.15
308,227,994.40 Total Amount
CONSTRUCTION OF AUDITORIUM AT NASC COMPLEX, PUSA, NEW DELHI
Abst rac t o f Cost for Civi l Works
PART-I Scheduled Items based on DSR 2007 (Reprint DSR 2010)
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
A EARTHWORK
1 Earth work in excavation by mechanical means
(Hydraulic excavator )manual means over areas
(exceeding 30cm in depth. 1.5m in width as well as 10
sqm on plan) including disposal of excavated earth, lead
upto 50m and lift upto 1.5m, disposed earth to be
levelled and neatly dressed.
All kinds of soil
1.1 DSR 2.6.1 up to 1.5 m below G.L.cum 31725.00 101.85 3231191.25
2 DSR 2.26.1 Extra for every aditional lift of 1.5mcum 33018.00 18.90 624040.20
3 Earth work in excavation by mechanical means
(Hydraulic excavator )/manual means in foundation
trenches or drains (not exceeding 1.5m 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.
3.1 DSR 2.8.1 All kinds of soil.cum 650.00 103.40 67210.00
4 DSR 2.25 Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundation etc, in layers of not
exceeding 20 cm in depth, consolidating each deposited
layer by rammiing and watering lead upto 50 m and lift
upto 1.5 m.
cum 5665.00 45.70 258890.50
5 DSR 2.27 Supplying and filling in plinth with Jamuna sand under
floors including, watering, ramming consolidating and
dressing complete.cum 972.00 301.50 293058.00
6 Disposal of excavated excess earth away from the site
including conveyance of materials up to an average lead
of 1KM away from the site, and correspondiong required
lift, loading, unloading etc complete as directed by the
Engineer-in-charge. (The quantity is net quantity of
capacity of truck after deduction of 20% for looseness)(considering the maximum disposal location
at 5 KM distance)
6.1 DSR 1.12(8
)
By mechanical transport including loading, unloading
and stacking. ( Lead upto 5KM away from the site) cum 37000.00 76.48 2829760.00
7 DSR 1.1.2 Extra for transporting earth beyond 5km upto 10 km
including cost of loading,unloading as per the direction of
engineer incharge(The quantity is net quantity of cap. Of
truck after deduction of 0% of voids
7.1 By mechanical transport cum 37000.00 5.84 216080.00
8 Earth work in excavation/ by mechanical means
(Hydraulic Excavator)/ manual means over areas
(exceeding 30 cm in depth, 1.5m in width as well as 10
sqm on plan) including disposal of excavated earth, lead
upto 50 m and lift upto 1.5 m, disposed earth to belevelled and neatly dressed.
8.1 DSR 2.7.1 Ordinary rockcum 25.00 152.60 3815.00
9 DSR 2.26 Extra for every additional lift of 1.5 m or part thereof in.
9.1 DSR 2.26.2 Ordinary or Hard rockcum 50.00 33.85 1692.50
10 Earth work in excavation/ by mechanical means
(Hydraulic Excavator)/ manual means over areas
(exceeding 30 cm in depth, 1.5m in width as well as 10
sqm on plan) including disposal of excavated earth, lead
upto 50 m and lift upto 1.5 m, disposed earth to be
levelled and neatly dressed.
10.1 DSR 2.7.3 Hard rock (blasting prohibited)cum 25.00 325.25 8131.25
CONSTRUCTION OF AUDITORIUM AT NASC COMPLEX, PUSA, NEW DELHI
BILL OF QUANTITY
PART-I Scheduled Items based on DSR 2007 (Reprint DSR 2010)
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
11 Disposal of excavated excess rock away from the site
excluding conveyance of materials upto an average lead
of 1KM away from the site, and correspondiong required
lift, loading, unloading etc complete as directed by the
Engineer-in-charge. (The quantity is net quantity of
capacity of truck after deduction of 40% for
looseness)(considering the maximum disposal location
at 5KM distance)
11.1 DSR
1.1.4(4)
By mechanical transport including loading, unloading
and stacking. ( Lead upto 5KM away from the site) cum 120.00 79.07 9488.40
12 DSR 1.1.4 Extra for transporting rock beyond 5km upto 10 km
including cost of loading,unloading as per the direction of
engineer incharge(The quantity is net quantity of cap. Of
truck after deduction of 40% for looseness)
cum 120.00 90.05 10806.00
13 2.034 Supplying chemical emulsion in sealed containers
including delivery as specified.
13.1 2.34.01 Chlorpyriphos/Lindane emulsifiable concentrate of 20%litre 174.30
4000697200.00
02.035 Diluting and injecting chemical emulsion for POST-
CONSTRUCTIONAL anti-termite treatment (excluding
the cost of chemical emulsion)
14 2.35.1 Along external wall where the apron is not provided
using chemical emulsion @ 7.5 litres/ sqm of the vertical
surface of the substructure to a depth of 300 mmincluding excavation channel along the wall and rodding
etc com lete:14.1 2.35.1.1 With chlorpyriphos/Lindane E.C. 20% with 1%
concentration.
One
Metre
6.75 450030375.00
14.2 2.35.1.2 Along the external wall below concrete or masonry apron
using chemical emulsion @ 2.25 litres per linear metre
including drilling and plugging holes etc.
14.2
(a)
2.35.1.2.1 With chlorpyriphos/Lindane E.C. 20% with 1%
concentration.
One
Metre
10.45 300031350.00
14.3 2.35.1.3 Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including
drilling 12 mm diameter holes and plugging with cement
mortar 1:2 ( 1 cement : 2 coarse sand ) to match the
existing floor.
14.3(a) 2.35.1.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.
OneSquar
e
48.70 3000 146100.00
14.4 2.35.5 Treatment at points of contact of wood work by chemical
emulsion chlorpyriphos. (in oil or kerosene based
solution) @ 0.5 litres per hole by drilling 6 mm dia holes
at downward angle of 45 degree at 150 mm centre to
centre and sealing the same.
One
Metre
79.80 500
39900.00
15 Supplying and stacking at site
15.1 DSR 16.3.8 Red Bajricum 752.00 654.15 491920.80
16 DSR 16.11 Dry stone pitching 22.5 cm thick including supply of
stones and preparing surface complete. sqm 55.00 211.10 11610.50
Total C/o to Summary : Rs. 9002619.40B CONCRETE & RCC WORKS
1 Providing and laying in position cement concrete of
following specified grade excluding the cost of centring
and strutting - All work upto plinth level.
1.1 DSR 4.1.8 1:4:8 (1 cement: 4 coarse sand: 8 graded stone
aggregate 40 mm nominal size) cum 490.00 2449.00 1200010.00
1.2 DSR 4.1.6 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 40 mm nominal size). cum 780.00 2713.05 2116179.00
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
2 DSR 5.33 Providing and laying in position machine batched,
machine mixed and machine vibrated design mix cement
concrete of specified grade for reinforced cement
concrete work 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. M-25 grade reinforced cement
concrete by using 380kg. of cement per cum of concrete.
All work upto plinth level.
cum 7520.00 3983.75 29957800.00
3 Add or deduct for providing leaner or richer mixes
respectively at all floor levels.
3.1 DSR 5.34.1 Providing M 30 Grade concrete by using 400 Kg of
cement per CUM of concrete instead of M25 grade BMC
/ RMCcum 18159.00 109.10 1981146.90
4 DSR 5.35 Deduct for using less cement than the quantity as
provided in the item of batch mix concrete/RMC as
arrived as per mix design.
Quinta
l 3500.00 528.15 1848525.00
5 DSR 5.33 A Providing and laying in position machine batched,
machine mixed and machine vibrated design mix cement
concrete of specified grade for reinforced cement
concrete work 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. M-25 grade reinforced cement
concrete by using 380kg. of cement per cum of concrete.
All work above plinth level up to floor V level.
cum 10692.00 3983.75 42594255.00
6 DSR 5.13 Providing, hoisting and fixing upto floor five level precast
reinforced cement concrete in small lintels not exceeding
1.5m clear span upto floor five level including the cost of
required centring, shuttering and finishing smooth with
6 mm thick cement plaster 1:3 (1 cement : 3 fine sand)
on exposed surfaces but excluding the cost of
reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size).
cum 50.00 6002.80 300140.00
7 DSR 4.11 Providing and laying damp-proof course 50mm thick with
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size).Sqm 100.00 178.05 17805.00
8 DSR 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level
for each four floors or part thereof. cum 10.00 92.90 929.00
9 DSR 4.13 Applying a coat of residual petroleum bitumen of
penetration 80/100 of approved quality using 1.7kg per
square metre on damp proof course after cleaning the
surface with brushes and finally with a piece of cloth
lightly soaked in kerosene oil.
sqm 100.00 58.60 5860.00
10 DSR 4.17 Making plinth protection 50mm thick of cement concrete
1:3:6 (1cement :3 coarse sand : 6graded stone
aggregate 20mm nominalsize) over 75mm bed by dry
brick ballast 40mm nominal size well rammed and
consolidated and grouted with fine sand including
finishin the to smooth
Sqm 500.00 222.65 111325.00
11 Centering and shutter ing including strutting, propping
etc. and removal of formwork for :
11.1 DSR 4.3.1 Foundations, footings, bases of columnssqm 7.00 119.25 834.75
11.2 DSR 5.9.1 Foundations, footings, bases of columns etc. for mass
concrete. sqm 5216.00 119.25 622008.00
11.3 DSR 5.9.2 Walls (any thickness) including attached pilasters,
butteresses, plinth and string courses etc. sqm 4380.00 180.40 790152.00
11.4 DSR 5.9.3 Suspended floors, roofs, landings, balconies and access
platform. sqm 19040.00 187.35 3567144.00
11.5 DSR 5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers. sqm 24765.00 162.65 4028027.25
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
11.6 DSR 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Strutssqm 6107.00 238.40 1455908.80
11.7 DSR 5.9.7 Stairs, (excluding landings) except spiral-staircases.sqm 4112.00 204.00 838848.00
11.8 DSR 5.9.13 Vertical and horizontal fins individually or forming box
louvers band, facias and eaves boards. sqm 100.00 285.55 28555.00
11.9 DSR 5.9.15 Small lintels not exceeding 1.5m clear span, moulding
as in cornices, window sills, string courses,
bands,copings, bed plates, anchor blocks and the like.
sqm 6610.00 119.25 788242.50
11.10 DSR 5.9.14 Extra for shuttering in circular work ( 20% of respective
centering and shuttering items) for Roof beams Sqm 19040.00 0.20 3808.00
11.11 DSR 5.9.19 Weather shade, Chajjas, corbels etc., including edgesSqm 115.00 258.60 29739.00
11.12 DSR 5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers. sqm 436.00 162.65 70915.40
12 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 3.5m, for every additional height
of 1 metre or part thereof (Plan area to be measured)
12.1 DSR 5.11.1 Suspended floors, roofs, landing, beams and balconies
(Plan area to be measured). sqm 123276.00 70.20 8653975.20
Steel Reinforcement
13 DSR 5.22.6 Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all
complete. Upto plinth level.
13.1 Thermo-Mechanical ly Treated bars. Fe500 Kg 1022768.00 42.70 43672193.60
14 DSR
5.22.A6
Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all
complete. Above plinth level.
14.1 Thermo-Mechanical ly Treated bars. Fe500 Kg. 2100765.00 42.70 89702665.50
15 DSR 22.4 Providing and Placing in position suitable PVC water
stops confirming to IS 12200 for Construction /
Expansion joints between two RCC members and fixed
to the reinforcement with binding wire before concrete
etc15.1 DSR 22.4.1 Serrated with central bulb (22.5mm wide , 8-11 mm th) metre 71.00 386.75 27459.25
Total carried over to summary : Rs. 234414451.15
C MASONRY WORKS
1
DSR 6.1.2
Brick work with F.P.S. bricks of class designation 75 in
foundation and plinth in: Cement mortar 1:6 (1 cement :
6 coarse sand)cum 368.00 2121.75 780804.00
2 Brick work with F.P.S. bricks of class designation 75 in
superstructure above plinth level up to floor V level in all
shapes and sizes in :
2.1 DSR 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)cum 3398.00 2430.25 8257989.50
3 DSR 6.12.2 Half brick masonry with F.P.S. brick of class designation
75 in foundations and plinth in : cement mortar 1:4 (1
cement : 4 coarse sand)Sqm 28.30 270.35 7650.91
4 DSR 6.13.2 Half brick masonry with F.P.S. bricks of class
designation 75 in superstructure above plinth level upto
floor V level. cement mortar 1:4 (1 cement : 4 coarse
sand)
sqm 690.00 302.80 208932.00
5 DSR 6.15 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 690.00 47.80 32982.00
Total C/o to Summary : Rs. 9288358.41
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
D WOOD, Structural STEEL WORKS
1 DSR 10.2 Structural steel work riveted, bolted or welded in built up
sections,trusses and framed work, including cutting,
hoisting, fixing in position and applying a priming coat of
approved steel primer all complete:
Kg 146575.00 46.35 6793751.25
2 Supplying and f ixing rol ling shutters of approved make,
made of required size M.S. laths interlocked together
through their entire length and jointed together at the end
by end locks mounted on specially designed pipe shaft
with brackets, side guides and arrangements for inside
and outside locking with push and pull operation
complete including the cost of providing and fixing
necessary 27.5cm long wire springs grade No.2 and
M.S. top cover of required thickness for rolling shutters.
2.1 DSR 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top coverSqm 35.00 1208.45 42295.75
3 DSR 10.7 Providing and fixing ball bearing for rolling shutters. each 10.00 356.50 3565.00
4 DSR 9.48.2 Providing and fixing M.S. grills of required pattern in
frames of windows etc. with M.S. flats, square or round
bars etc. all complete.
Fixed to openings /wooden frames with rawl plugs
screws etc. kg 270.00 64.40 17388.00
5 Providing and fixing 1mm thick M.S. sheet door with
frame of 40x40x6mm angle iron and 3mm M.S. gusset
plates at the junctions and corners, all necessary fittings
complete, including applying a priming coat of approved
steel primer.
5.1 DSR 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. sqm 7.00 1695.40 11867.80
6 Providing and fixing hand rail of approved size by
welding etc. to steel ladder railing, balcony railing and
staircase railing including applying a priming coat of
approved steel primer.
6.1 DSR
10.26.2
E.R.W. tubeskg 2765.00 82.25 227421.25
Total C/o to Summary : Rs. 7096289.05
E JOINERY WORKS
1 DSR
14.28.1
Providing and fixing curtain rods of 1.25mm thick brass
plates with two brass brackets fixed with brass screws
and wooden plugs etc. wherever necessary complete.
20 mm diameter. metre 227.00 116.20 26377.40
2 DSR 21.4.2 Providing and fixing double action hydraulic floor spring
of approved brand and manufacture IS : 6315 marked,
for doors including cost of cutting floors as required,
embedding in floors and cover plates with brass pivot
and single piece M.S. sheet outer box with slide plate
etc.complete as per the direction of Engineer-in-charge.
With brass cover plate each 50.00 1907.70 95385.00
Total C/o to Summary : Rs. 121762.40
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
F FLOORING WORKS
1 DSR 11.4 52 mm thick cement concrete flooring with concrete
hardener topping under layer 40 mm thick cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1
cement hardener mix : 2 graded stone aggregate 6 mm
nominal size) by volume .hardening compound is mixed
@ 2 litre per 50kg of cement or as per manufacturers
specifications. This includes cost of cement slurry, butexcluding the cost of nosing of steps etc. complete. (
UTILITY BUILDING )
sqm 405.00 286.50 116032.50
2 DSR
11.41.2
Providing and laying vitrified floor tiles in different sizes
(thickness to be specified by the manufacturer) with
water absorption's less than 0.08% and conforming to IS
: 15622 of approved make in all colours and shades, laid
on 20mm thick cement mortar 1:4 (1 cement : 4 coarse
sand) including grouting the joints with white cement and
matching pigments etc., complete.
2.1 Size of Tile 60x60 cm sqm 1650.00 1031.85 1702552.50
3 DSR
11.26.1
Kota stone slab flooring over 20 mm (average) thick
base laid over and jointed with grey cement slurry mixed
with pigment to match the shade of the slab including
rubbing and polishing complete with base of cement
mortar 1 : 4 (1 cement : 4 coarse sand) :
sqm 592.00 694.4 411084.80
3.1 25 mm thick.
4 DSR 11.27 Kota stone slabs 25 mm thick in risers of steps, skirting,
dado and pillars laid on 12 mm (average) 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.
sqm 392.00 676.75 265286.00
5 DSR 11.31 Extra for pre finished nosing in treads of steps of Kota
stone/ Sand Stone Slab metre 1264.00 26.40 33369.60
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
6 DSR 11.5 62 mm thick cement concrete flooring with concrete
hardener topping under layer 50 mm thick cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20mm nominal size) and top layer
12mm thick cement hardener consisting of mix 1:2 (1
cement hardener mix : 2 graded stone aggregate 6mm
nominal size) by volume. Hardening compound is mixed
@ 2 litre per 50kg of cement or as per manufactures
specifications. This includes cost of cement slurry, but
excluding the cost of nosing of steps etc. complete.
sqm 7731.00 318.65 2463483.15
7 DSR 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate) finished with a floating
coat of neat cement including cement slurry, but
excluding the cost of nosing of steps etc. complete.
7.1 40mm thick with 20 mm nominal size stone aggregatesqm 82.00 192.95 15821.90
8 DSR 8.7.2 Providing and fixing cramps of required size & shape in
RCC/ CC backing with cement mortar 1:2 ( 1 cement :2
coarse sand) including drilling necessary hole in stones
and embedding the cramp in the hole (fasstner to be
paid separetely)
8.1 Stainless Steel Cramps kg 1153.00 529.5 610513.50
9 DSR 8.8.1.2 Providing and fixing expansion hold fastners on CC/
RCC surface backing including drilling necessary holes
and the cost of bolt etc. complete. Wedges expansiontype
9.1 Fastener with threaded dia 10 mm.each 6000.00 18.95 113700.00
10 DSR 8.1.1.2 Marble work gang saw cut (polished and machine cut) of
thickness18mm for wall lining (veneer work) in cement
mortar 1:3 (1 cement : 3coarse sand) including pointing
with white cement mortar 1:2 (1 white cement : 2 marble
dust) with an admixture of pigment to match the marble
shade: (To be secured to the backing by means of
cramps, which shall be paid for separately).
Raj Nagar Plain white marble/ Udaipur green marble/
Zebra black marble.
10.1 Area of slab over 0.50 sqmsqm 3000.00 1562.5 4687500.00
11 8.2 Providing and fixing 18 mm thick gang saw cut mirror
polished premoulded and prepolished ), machine cut for kitchen platforms, vanity counters facias and similar
locations of required size of approved shade, colour and
texture laid over 20 mm 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
11.1 8.2.2.1 Area of slab upto 0.5 sqmsqm 30 2480.20 74406.00
11.2 DSR 8.22.2 Area of slab over 0.50 sqm.sqm 50 2575.1 128755.00
12 8.3 Extra for edge moulding to 18mm thick marble stone
counters, Vanities etc., including machine polishing to
edge to give high gloss finish etc., complete as per design approved by Engineer-in-charge.
12.1 8.3.2 Granite work metre 225 97.60 21960.00
13 8.4 Extra for fixing marble / granite stone over and above
corresponding basic item, in facia and drops of width
upto 150mm with epoxy resin based adhesive including
cleaning etc., complete.
metre 225 106.80 24030.00
14 8.5 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 holes for pillar taps etc.,
including rubbing and polishing of cut edges etc.,
complete.
each 80 151.00 12080.00
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
15 8.6 Mirror polishing on marble work / granite work / stone
work where ever rquired to give high gloss finish
complete.sqm 80 94.20 7536.00
Total C/o to Summary : Rs. 10688110.95
G Internal and External Finishes
1 DSR 13.2.1 15 mm cement plaster on the rough side of single or half
brick wall of mix
1.1 1:4 (1 cement:4 fine sand) sqm 16060.67 90.35 1451081.53
2 DSR 13.22 Extra for plastering exterior walls of height more than 10
m from ground level for every additional height of 3 m or
part thereof.sqm 5400.00 16.8 90720.00
3 DSR 13.1.1 12 mm cement plaster of mix :1:4 (1 cement: 4 fine
sand)sqm 20560.00 77.55 1594428.00
4 DSR 13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand)
finished with a floating coat of neat cement on the rough
side of single or half brick wall.sqm 19150.00 128.5 2460775.00
5 DSR 13.21 Extra for providing and mixing water proofingmaterial in
cement plaster work in proportion recommended by the
manufacturers.
Per
Bag of
50kg of
cement
used in
the mix
3500.00 28.85 100975.00
6 DSR13.16.1
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)sqm 1879.00 62.15 116779.85
7 DSR
13.37.1
White washing with lime to give an even shade
7.1 New work (three or more coats)Sqm 14809.00 6.75 99960.75
8 DSR
13.41.1
Distempering with oil bound washable distemper of
approved brand and manufacture to give an even shade:
New work (two or more coats) over and including priming
coat with cement rimer.
sqm 55770.67 41.55 2317271.34
9 DSR
13.47.1
Finishing walls with Premium Acrylic Smooth exterior
paint with Silicone additives of required shade
9.1 New work (Two or more coats applied @ 1.43 ltr/ 10
sqm. over and including base coat of water proofing
cement paint applied @ 2.20 kg/ 10 sqm).sqm 19150.00 60.1 1150915.00
10 DSR13.62.10
Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an even
shade:10.1 Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture.sqm 20560.00 51.3 1054728.00
11 Finishing wal ls with textured exterior paint of required
shade :
11.1 DSR
13.45.1
New work (Two or more coats applied @ 3.28 ltr/10 sqm)
over and including base coat of water proofing cement
paint applied @ 2.20kg/10 sqm.sqm 338.00
96.25
32532.50
12 Paint ing with synthetic enamel paint of approved brand
and manufacture of required colour to give an even
shade:
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
12.1 DSR
13.62.1
Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand
and manufacturesqm 175.00
51.3
8977.50
13 DSR 13.21 Extra for providing and mixing water proofing material in
cement plaster work in proportion recommended by the
manufacturers.
Per
bag of
50kg.
of
cement
used in
55.00
28.55
1570.25
Total C/o to Summary : Rs. 10480714.72
H ROOFING WORKS
1 DSR 12.50 Providing and fixing precoated galvanised iron profile
sheets (size, shape and pitch of corrugation as approved
by Engineer-in-charge) 0.50 mm + 5% total coated
thickness (TCT), Zinc coating 120gsm as per IS: 277 in
240mpa steel grade, 5-7 microns epoxy primer on both
side of the sheet and polyester top coat 15-18 microns.
Sheet should have protective guard film of 25 microns
minimum to avoid scratches while transportation and
should be supplied in single length upto 12 metre or as
desired by Engineer-in-charge. The sheet shall be fixed
using self drilling /self tapping screws of size (5.5x
55mm) with EPDM seal or with polymer coated J or L
hooks, bolts and nuts 8mm diameterwith bitumen and
G.I. limpet washers or with G.I. limpet washers filled with
white lead complete upto any pitch in horizontal/ vertical
or curved surfaces excluding the cost of purlins, rafters
and trusses and including cutting to size and shape
wherever required.
sqm 2820.00 440.65 1242633.00
2 Providing and f ixing precoated galvanised steel sheet
roofing accessories 0.50 mm + 5% total coated
thickness (TCT), Zinc coating 120gsm as per IS: 277 in
240mpa steel grade, 5-7 microns epoxy primer on both
side of the sheet and polyester top coat 15-18 microns
using self drilling/ self tapping screws or with polymer
coated J or L hooks, bolts and nuts and or G.I. seam
bolts and nuts, G.I. plain and bitumen washers complete
2.1 DSR Ridges plain (500 - 600mm). metre 56.00 458.15 25656.40
2.2 DSR
12.51.6
Gutter .(600 mm over all girth).
metre 120.00 547.8 65736.00
2.3 DSR
12.51.2
Flashings / Aprons ( Up to 600 mm )metre 184.00 448.15 82459.60
Total C/o to Summary : Rs. 1416485.00
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Description of Item Unit Quantity Rate (in
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Amount in (Rs)
I WATER PROOFING WORKS
Water proofing for basement
1 DSR 22.1 Providing and laying integral cement based treatment for
water proofing on horizontal surface at all depth below
ground level for under ground structures as directed by
Engineer-in-Charge and consisting of : i) Ist layer of
22mm to 25mm thick approved and specified rough
stone slab over a 25mm thick base of cement mortar 1:3
(1 cement : 3 coarse sand) mixed with water proofing
compound conforming to IS:2645 in the recommended
proportion over the leveling course (leveling course to be
paid separately). Joints sealed and grouted with cement
slurry mixed with water proofing compound. ii) 2nd layer
of 25mm thick cement mortar 1:3 (1 cement: 3 coarse
sand) mixed with water proofing compound in
recommended proportions. iii) Finishing top with stone
aggregate of 10mm to 12mm nominal size spreading @
8 cudm/sqm thoroughly embedded in the 2nd layer.
1.1 DSR 22.1.1 Using rough kota stone.Sqm 5593.00 545.1 3048744.30
2 DSR 22.2 Providing and laying integral cement based treatment for
water proofing on the vertical surface by fixing specified
stone slab 22 mm to 25mm thick with cement slurry
mixed with water proofing compound conforming to
IS:2645 in recommended proportions with a gap of
20mm (minimum) between stone slabs and the receivingsurfaces and filling the gaps with neat cement slurry
mixed with water proofing compound and finishing the
exterior of stone slab with cement mortar 1:3 (1 cement :
3 coarse sand) 20mm thick with neat cement punning
mixed with water proofing compound in recommended
proportion complete at all levels and as directed by
Engineer-in-charge
2.1 DSR 22.2.1 Using rough Kota stoneSqm 1800.00 647.85 1166130.00
3 DSR 22.3 Providing and laying water proofing treatment to vertical
and horizontal surfaces of depressed portions of W.C.,
kitchen and the like consisting of :
i) Ist course of applying cement slurry @ 4.4 Kg/sqm
mixed with water proofing compound conforming to IS
2645 in recommended proportions including rounding off
junction of vertical and horizontal surface.
IInd course of 20mm cement plaster 1:3 (1 cement : 3
coarse sand) mixed with water proofing compound in
recommended proportion including rounding off junction
of vertical and horizontal surface.
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Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
IIIrd course of applying blown or residual bitumen applied
hot at 1.7 Kg. per sqm of area.
3.1 IVth course of 400 micron thick PVC sheet. (Overlaps at
joints of PVC sheet should be 100 mm wide and pasted
to each other with bitumen @ 1.7 Kg/sqm.)Sqm 813.00 272.5 221542.50
4 DSR 22.14 Grading roof for water proofing treatment with
4.1 DSR
22.14.1
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) Cum 400.00 3314.95 1325980.00
5 DSR
12.21.1
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 :
5.1 In 75x75mm deep chase metre 400.00 67.35 26940.00
6 DSR 12.22 Making khurras 45x45 cm with average minimum
thickness of 5 cm cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet
1mx1mx400micron, finished with 12mm cement plaster
1:3 (1 cement : 3 coarse sand) and a coat of neat
cement rounding the edge sand making and finishing the
outlet complete
each 60.00 108 6480.00
7 DSR
12.41.2
Providing and fixing on wall face unplasticised Rigid
PVC rain water pipes conforming to IS : 13592 Type A
including jointing with seal ring conforming to IS : 5382
leaving 10 mm gap for thermal expansion.(i) Single
socketed pipes.7.1 110 mm diameter metre 1105.00 163.4 180557.00
8 Providing and fixing on wall face unplasticised - PVC
moulded fittings/ accessories for unplasticised Rigid
PVC rain water pipes conforming to IS : 13592 Type A
including jointing with seal ring conforming to IS : 5382
leaving 10 mm gap for thermal expansion.
8.1 DSR
12.42.1.2
Couplers 110 mmEach 240.00 101.65 24396.00
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Item
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DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
8.2 DSR
12.42.5.2
BEND 87.5 degree ( 110 mm Bend )Each 122.00 134.2 16372.40
8.3 DSR
12.42.6.2
Shoe (Plain) 110 mmEach 122.00 263.1 32098.20
9 Providing and fixing on wall face Unplasticised - PVC
moulded fittings/ accessories for Unplasticised Rigid
PVC rain water pipes conforming to IS : 13592 Type A
including jointing with seal ring conforming to IS : 5382
leaving 10 mm gap for thermal expansion.
Bend 87.5°
9.1 DSR
12.42.5.1
75 mm bendeach 2.00 88.4 176.80
Shoe (Plain)
9.2 DSR
12.42.6.1
75 mm Shoeeach 2.00 152.25 304.50
10 DSR 19.16 Providing Orange colour saftey foot rest of minimum 6
thick mm Plastic encapsulated as per IS 10910 on 12
mm dia steel bar conforming IS 1786 having minimum
cross section as 23mm X 25 mm and over all minimum
length 263 mm and Width as 165mm with minimum
112mm space between protued legs having 2mm tread
on top surface by ridding chequred besides beside
necessary and adequate anchoring projections on tail
length on 138mm as per standard drawing and suitable
with stand and bend test and chemical resistence test as
per specifications and having manufacture's permenentidentification mark to be visible even after finishing,
including fixing in manhole with 30x20x15 cm cement
concrete block 1:3:6 (1 cement: 3 course sand: 6 graded
stone aggregate 20mm nominal size) complete as per
design
10.1 With 20 mm diameter round bareach 40.00 182.4 7296.00
11 DSR 19.18 Supplying and fixing C.I. cover without frame for
manholes:
11.1 DSR
19.18.1
455x610 mm rectangular C.I. cover (light duty) the
weight of the cover to be not less than 23 kg. each 3.00 1007.45 3022.35
12 DSR 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x
45 cm dry brick honey comb shaft with bricks of class
designation 75 and S.W. drain pipe 100 mm diameter,
1.8 m long complete as per standard design.
12.1 DSR
19.32.1
With F.P.S. brickseach 2.00
9938.619877.20
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Item
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DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
13 DSR 19.7 Constructing brick masonry manhole in cement mortar
1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with
1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size), foundation concrete
1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone
aggregate 40mm nominal size) inside plastering 12mm
thick with cement mortar 1:3 (1 cement : 3 coarse sand)
finished with floating coat of neat cement and making
channels in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20mm nominal size)
finished with a floating coat of neat cement complete as
per standard design :
DSR 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I.
cover with frame (heavy duty) 560 mm internal diameter,
total weight of cover and frame to be not less than 208
kg (weight of cover 108 kg and weight of frame 100 kg) :
13.1 With F.P.S. bricks with class designation 75 each 9.00 15673.85 141064.65
14 DSR 19.8 Extra for depth for manholes
14.1 DSR
19.8.2.1
Size 120 x 90 cm with F.P.S bricks with class
designation 75 metre 2.00 3179.95 6359.90
15 Providing and fixing square-mouth S.W. gully trap class
SP-1complete with C.I. grating brick masonry chamber
with water tight C.I.cover with frame of 300 x300 mm size
(inside) the weight of cover tobe not less than 4.50 kgand frame to be not less than 2.70 kg as perstandard
design15.1 DSR 19.4.1 100x100mm size plate
15.2 DSR with F.P.S. bricks class designation 75 each 2.00 935.15 1870.30
16 DSR
12.43.2
Providing and fixing unplasticised -PVC pipe clips of
approved design to unplasticised - PVC rain water pipes
by means of 50x50x50mm hard wood plugs, screwed
with M.S. screws of required length including cutting
brick work and fixing in cement mortar 1:4 (1 cement : 4
coarse sand) and making good the wall etc. complete. -
110MM
Each 1200.00 96.9 116280.00
17 DSR 12.44 Providing and fixing to the inlet mouth of rain water pipe
cast iron grating 15 cm dia and weighing not less than
440 grms
Each 120.00 23.4 2808.00
18 DSR 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S.
sheet box for ceiling fan clamp of internal dia 140mm,
73mm height, top lid of 1.5mm thick M.S. sheet with its
top surface hacked for proper bonding, top lid shall be
screwed into the cast iron/ M.S. sheet box by means of
3.3mm dia. round headed screws, one lock at the
corners. Clamp shall be made of 12mm dia M.S. bar
bent to shape as per standard drawing.
Each 100.00 81.2 8120.00
19 DSR 16.68 Providing and laying 60mm thick factory made cement
concrete interlocking paver block of M -30 grade made
by block making machine with strong vibratory
compaction and of approved size and design/ shape
laid in required colour and pattern over and including
50mm thick compacted bed of course sand, filling the
joints with coarse sand etc. all complete as per the
direction of Engineer-in-charge.
sqm 1000.00 346.35 346350.00
Total C/o to Summary : Rs. 6702770.10
J ROAD WORKS
1 DSR 16.1 Preparation and consolidation of subgrade with power
road roller of 8 to 12 tonne capacity after excavating
earth to an average of 22.5 cm depth, dressing to
camber and consolidating with road roller including
making good the undulations etc. and rerolling the
subgrade and disposal of surplus earth lead upto 50
metres.
Sqm 2400.00 33.90 81360.00
2 Supplying and stacking at site
2.1 DSR
16.3.10
MoorumCum 40.00 421.85 16874.00
2.2 DSR 16.3.6 Stone screening 13.2 mm nominal size (Type A). cum 20.00 892.25 17845.00
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Item
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DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
2.3 DSR 16.3.7 Stone screening 11.2 mm nominal size (Type B).cum 20.00 979.40 19588.00
2.4 DSR 16.3.1 90 mm to 45 mm size stone aggregate.cum 240.00 742.30 178152.00
2.5 DSR 16.3.2 63 mm to 45 mm size stone aggregate.cum 240.00 768.45 184428.00
3 DSR 16.6.1 Supply, Stacking and Spreading 6 mm thick red bajri,
watering and rolling complete including preparation of
the surface and rolling with road roller/hand roller.Sqm 720.00 6.70 4824.00
4 DSR 16.4 Laying , spreading and compacting stone aggregate of specified sizes to WBM specifications including
spreading in uniform thickness, hand picking , rolling
with 3 wheeled road / vibratory roller 8-10 tonne in
stages to proper grade and camber, applying and
brooming requisite type of screening / binding material
to fill up interstices of coarse aggregate watering and
compacting to the required density .
cum 480.00 192.55 92424.00
5 DSR 16.43 Providing and laying design mix cement concrete in
roads, taxi tracks and runways having a minimum works
test beam flexural strength of 30 kg. per cm2. at 28 days
using not less than 340 Kg. of cement per cum of
finished concrete, coarse sand and graded stone
aggregate of 40mm nominal size in appropriate
proportions as per specified design criteria approved by
Engineer-in-charge mechanically vibrated using needle
and surface vibrators including steel form work with
sturdy M. S. channel sections including curing and
providing and filling construction joints and dummy joints
with shalijet primer or equivalent including rounding of
the edges and filling the grooves 10x25mm deep at top
for construction joints and 10mmx50mm deep at top for
dummy joints with joint sealing compound (conforming to
grade B of IS : 1834) including making necessary
arrangements for expansion joints etc. all complete.
cum 330 3692.40 1218492.00
6 DSR 16.44 Extra for providing and mixing hard crete of approved
quality as per manfuacture specification. Litre 2244 33.70 75622.80
7 DSR16.45 Providing and fixing in position premoulded joint filler in
expansion joints.
per
cm.
depth
per
7500 2.00 15000.00
8 DSR 16.46 Providing and laying in position bitumen hot sealing
compound for expansion joints etc.
per
cm.depth
per
1500 1.10 1650.00
8.1 Using grade ‘A’ sealing compound.
9 DSR 19.6 Providing and laying non-pressure NP2 class (light duty)
R.C.C. pipes with collars jointed with stiff mixture of
cement mortar in the proportion of 1:2 (1 cement : 2 fine
sand) including testing of joints etc. complete:
9.1 DSR 19.6.5 a)450 mm dia. R.C.C. pipemetre 115.00 499.55 57448.25
9.2 DSR 19.6.7 b)600 mm dia. R.C.C. pipemetre 85.00 895.10 76083.50
Total C/o to Summary : Rs. 2039791.55
K Stone Work
1 DSR 7.40 Providing and fixing dry cladding upto 10 metre heights
with 30mm thick gang saw cut stone with (machine cut
edges) of uniform colour and size upto 1mx1m, fixed to
structural steel frame work and/ or with the help of
cramps, pins etc. and sealing the joints with approved
weather sealant as per Architectural drawing and
direction of Engineer-in-charge. (The steel frame work,
stainless steel cramps and pins etc. shall be paid for
1.1 DSR 7.40.2 White sand stone or bansi- paharpur stoneSqm 1 851.86 1382.35 2559918.67
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Item
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No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
2 DSR 7.41 Providing and fixing structural steel frame (for dry
cladding with 30 mm thick gang saw cut with machine
cut edges sand stone) on walls at all heights using M.S.
square/ rectangular tube in the required pattern as per
architectural drawing including cost of cutting, bending,
welding etc. The framework shall be supported in wall
with the help of MS brackets/lugs of angle iron/ flats etc.
which shall be welded to theframe and embedded in
brick wall with cement concrete block 1:2:4 (1 cement :2
coarse sand :4 graded stone aggregate 20mm nominal
size) of size 300x230x300mm including cost of
necessary centring and shuttering and with approved
expansion hold fasteners on CC/RCC surface including
drilling necessary holes.
Approved cramps/ pinsetc. shall be welded to the frame
work to support stonecladding the steel work will be
given a priming coat of Zinc primer as approved by
Engineer-in-charge and painted with two or more coats
of epoxy paint (Shop drawings shall be submitted by the
contractor to the Engineer-in-charge for approval before
execution). The frame work shall be fixed in true
horizontal & vertical lines/planes. (Only structural steel
frame work shall be measured for the purpose of
payment, stainless steel cramps shall be paid for
separately and nothing extra shall be paid.)
Kg 142450.77 77.80 11082669.85
3 DSR 7.42 Providing and fixing adjustable stainless steel cramps of
approve quality and of required shape and sizeadjutable with stainless steel nuts bolts and washer (
total weight not less than 260 gms) for dry stone
cladding fixed on frame work at suitable location
including making necessary recesses in stane slab,
drilling required holes etc. complete as per direction of
en ineer in char e.
Each 7000.00 272.50 1907500.00
4 DSR 7.39 Extra for stone work for wall lining on exterior wallsof
height more than 10 m from ground level for every
additional height of 3 m or part there of.Sqm 800.00 40.75 32600.00
Total C/o to Summary : Rs. 15582688.52
L PLUMBING AND SANITATION
1 Providing and f ixing water closet squatting pan (Indian
type W.C. pan ) with 100mm sand cast Iron P or S trap,
10 litre low level white P.V.C. flushing cistern with
manually controlled device (handle lever) conforming to
IS : 7231, with all fittings and fixtures complete including
cutting and making good the walls and floors wherever
required :
DSR 17.1.1White Vitreous china Orissa pattern W.C. pan of size
580x440mm with integral type foot rests. Each 10.00 2304.65 23046.50
INTERNAL WATER SUPPLY
2 Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded
fittings i/c fixing the pipe with clamps at 1.00 m spacing.
This includes jointing of pipes & fittings with one step
CPVC solvent cement and the cost of cutting chases
and making good the same including testing of joints
complete as per direction of Engineer in charge.
Concealed work including cutting chases and makingood the walls, etc
2.1 DSR 18.8.1
15 mm nominal outer dia .Pipes.Metre 125.00 155.15 19393.75
2.2 DSR 18.8.2
20 mm nominal outer dia .Pipes.Metre 40.00 175.50 7020.00
3 Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded
fittings i/c fixing the pipe with clamps at 1.00 m spacing.
This includes jointing of pipes & fittings with one step
CPVC solvent cement and the testing of joints complete
as per direction of Engineer in charge.
Internal work - Exposed on wall
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
3.1 DSR 18.7.2
20 mm nominal outer dia .Pipes.Metre 50.00 115.65 5782.50
3.2 DSR 18.7.3
25 mm nominal outer dia .Pipes.Metre 75.00 150.40 11280.00
3.3 DSR 18.7.4
32 mm nominal outer dia .Pipes.Metre 60.00 196.35 11781.00
3.4 DSR 18.7.5
40 mm nominal outer dia .Pipes.Metre 45.00 275.05 12377.25
3.5 DSR 18.7.6
50 mm nominal outer dia .Pipes.Metre 35.00 418.50 14647.50
4 Providing and fixing bal l val ve (brass) of approvedquality , high or low pressure, with plastic floats complete
4.1 DSR
18.18.3
25 mm nominal outer dia .pipesEach 20.00 385.90 7718.00
5 Providing & f ixing gunmetal gate valve with CI wheel of
approved quality (screwed end);
5.1 DSR 25 mm nominal bore Each 10.00 285.50 2855.00
5.2 DSR 32 mm nominal bore Each 10.00 358.00 3580.00
5.3 DSR
18.17.3
40 mm nominal boreEach 5.00 399.00 1995.00
5.4 DSR
18.17.4
50 mm nominal boreEach 5.00 578.20 2891.00
5.5 DSR
18.17.5
65 mm nominal boreEach 6.00 831.75 4990.50
5.6 DSR
18.17.6
80 mm nominal boreEach 4.00 1369.25 5477.00
EXTERNAL WATER SUPPLY
6 Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded
fittings. This included jointing of pipes & fittings with one
step CPVC solvent cement, trenching, refilling & testing
of joints complete as per direction of Engineer in Charge
External work
6.1 DSR 18.9.7
62.50 mm nominal inner dia Pipes.Metre 3 0.00 1217.80 36534.00
6.2 DSR 18.9.8
75 mm nominal inner dia .Pipes.Metre 65.00 1590.75 103398.75
7 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 100 mm. top diameter, 160 mm bottom
diameter and 180 mm deep ( inside) with chained lid and
RCC top slab 1:2: 4 mix ( 1 cement: 2 Course sand: 4
graded stone aggregate 20mm nominal size) necessary
execavation foundation concrete 1:5:10 ( 1 cement: 5
Fine sand: 10 graded stone aggregate 40mm nominal
size) and inside plastering with cement motar 1:3 (1
Cement: 3 Course Sand) 12mm thick finished with a
floting coat of neat cement complete as per standard
design:
7.1 DSR
18.35.1
With F.P.S. bricksEach 2.00 8528.75 17057.50
8 Providing and fixing GUN METAL NON-RETURN
VALVE of approved quality (screwed end)
8.1 DSR18.19.5.1
65 mm nominal bore - Horizontal Each 2.00 1282.10 2564.20
8.2 DSR
18.19.5.2
65 mm nominal bore - VerticalEach 2.00 1467.95 2935.90
8.3 DSR
18.19.6.1
80 mm nominal bore - HorizontalEach 2.00 1812.25 3624.50
8.4 DSR
18.19.6.2
80 mm nominal bore - VerticalEach 2.00 2390.70 4781.40
9 Providing and fixing enclosed type water meter (bulk
type) conforming to IS : 2373 and tested by Municipal
Board complete with bolts, nuts, rubber insertions etc.
(The tail pieces if required will be paid separately) :
9.1 DSR
18.60.1
80 mm dia nominal boreEach 1.00 2448.40 2448.40
9.2 DSR
18.60.2
100 mm dia nominal boreEach 1.00 3719.80 3719.80
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Item
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DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
9.3 DSR
18.60.3
150 mm dia nominal boreEach 1.00 5261.80 5261.80
10 Providing and f ixing C.I. dir t box strainer for bulk type
water meter with nuts, bolts, rubber insertions etc.
complete conforming to IS : 2373 :
10.1 DSR
18.61.1
80 mm diaEach 1.00 3110.45 3110.45
10.2 DSR
18.61.2
100 mm dia.Each 1.00 4672.20 4672.20
10.3 DSR
18.61.3
150 mm diaEach 1.00 6067.85 6067.85
11 DSR 18.48 Providing and placing on terrace (at all floor levels)
polyethylene water storage tank ISI : 12701 marked with
cover and suitable locking arrangement and making
necessary holes for inlet, outlet and overflow pipes but
without fittings and the base support for tank.
litres 20000.00 5.25 105000.00
INTERNAL DRAINAGE
12 Providing and fixing soil, waste and vent pipes :
Centrifugally cast (spun) iron socketed pipe as per IS:
3989.
12.1 DSR
17.35.1.2
100 mm dia.metre 150.00 730.40 109560.00
12.2 DSR
17.35.2.2
75 mm dia.metre 400.00 629.85 251940.00
13 Providing and fixing M.S. holder-bat clamps of approved
design to Sand Cast iron/cast iron (spun) pipe
embedded in and including cement concrete blocks
10x10x10cm 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, etc
13.1 DSR
17.37.1
For 100 mm dia. Pipeeach 25.00 65.35 1633.75
13.2 DSR
17.37.2
For 75 mm dia. Pipeeach 70.00 63.00 4410.00
14 Providing and fixing bend of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts
complete.
Sand cast iron S&S as per IS - 3989
14.1 DSR
17.38.1.2
100 mmeach 50.00 291.00 14550.00
14.2 DSR
17.38.2.2
75 mmeach 50.00 230.90 11545.00
15 Providing and fixing single equal plain junction of
required degree with access door, insertion rubber
washer 3 mm thick, bolts and nuts complete.
Sand cast iron S&S as per IS - 3989
15.1 DSR
17.43.1.2
100x100x100 mmeach 25.00 489.60 12240.00
15.2 DSR
17.43.2.2
75x75x75 mmeach 25.00 364.45 9111.25
16 Providing and fixing single unequal junction of required
degree with access door, insertion rubber washer 3 mmthick, bolts and nuts complete :
Sand cast iron S&S as per IS - 3989
16.1 DSR
17.47.1.2
100x100x75 mmeach 30.00 637.10 19113.00
17 Providing and fixing terminal guard:
Sand cast iron S&S as per IS - 3989
17.1 DSR
17.56.1.2
100 mmeach 65.00 194.60 12649.00
17.2 DSR
17.56.2.2
75 mmeach 65.00 177.45 11534.25
18 Providing lead caulked joints to sand cast iron/
centrifugally cast (spun) iron pipes and fittings of
diameter:
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
18.1 DSR
17.58.1
100 mmeach 120.00 126.50 15180.00
18.2 DSR
17.58.2
75 mmeach 120.00 107.80 12936.00
19 Providing and fixing M.S. stays and clamps for sand cast
iron/ centrifugally cast (spun) iron pipes of diameter :
19.1 DSR
17.59.1
100 mmeach 10.00 48.25 482.50
19.2 DSR
17.59.2
75 mmeach 10.00 41.55 415.50
20 Providing and f ixing trap of self cleansing design with
screwed down or hinged grating with or without vent arm
complete, including cost of cutting and making good the
walls and floors :
20.1 100 mm inlet and 100 mm outlet
DSR
17.60.1.1
Sand cast iron S&S as per IS: 3989.each 110.00 544.30 59873.00
20.2 100 mm inlet and 75 mm outlet
DSR
17.60.2.1
Sand cast iron S&S as per IS - 3989each 110.00 573.35 63068.50
EXTERNAL DRAINAGE
21
DSR 19.4
Providing and fixing square-mouth S.W. gully trap Class
SP-1 complete with C.I. grating brick masonry chamber
with water tight C.I. cover with frame of 300 x300 mm
size (inside) the weight of cover to be not less than 4.50
kg and frame to be not less than 2.70 kg as per standard
design :
100x100 mm size P type
21.1 DSR
19.4.1.1
With F.P.S. Bricks class designation 75each 10.00 935.15 9351.50
22
DSR 19.7
Constructing brick masonry manhole in cement mortar
1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with
1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size), foundation concrete
1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone
aggregate 40mm nominal size) inside plastering 12mm
thick with cement mortar 1:3 (1 cement : 3 coarse sand)
finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20mm nominal size)
finished with a floating coat of neat cement complete as
per standard design :
Inside size 120x90 cm and 90 cm deep including C.I.
cover with frame (medium duty) 500 mm internal
diameter, total weight of cover and frame to be not less
than 116 kg (weight of cover 58 kg and weight of frame
58 kg) :
22.1 DSR
19.7.2.1
With F.P.S. bricks class designation 75each 16.00 11882.20 190115.20
23 Extra for depth for manholes
Size 120x90 cm
23.1 DSR
19.8.2.1
With F.P.S. bricks class designation 75
Metre 35.00 3179.95 111298.25
24 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 100 mm. top diameter, 160 mm bottom
diameter and 180 mm deep ( inside) with chined lid and
RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4
graded stone aggregate 20 mm nominal size) necessary
excavation foundation concrete 1:5:10 (1 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 :
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Item
No.
DSR Item
No.
Description of Item Unit Quantity Rate (in
Rs.)
Amount in (Rs)
24.1 DSR
18.35.1
With F.P.S. brickseach 2.00 8528.75 17057.50
25 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x
45 cm dry brick honey comb shaft with bricks of class
designation 75 and S.W. drain pipe 100 mm diameter,
1.8 m long complete as per standard design.
25.1 DSR
19.32.1
With F.P.S. brickseach 2.00 9938.60 19877.20
Total C/o to Summary : Rs. 1393953.15
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
All doors and frames shall be finished with etched
primer coating, stove zinc phosphate primer and
thermosetting polyurethane aliphatic grade paint of
approved RAL colour. The door leaf and frame
shall have passed minimum 250 hours of salt
spray test.
Rate should include supply and installation of door
and hardware set as mentioned in the door and
hardware schedule in the technical specifications
(Section-3)a
Steel door single leaf of size: D3 1000x2400mm
without vision paneleach 7
b
Steel door single leaf of size: D4 900x2400mm
without vision paneleach 7
c
Steel door single leaf of size: D3 1000x2400mm
without vision panel each 7
d
Steel door single leaf of size: D4 900x2400mmwithout visionpanel each 7
e
Steel door single leaf of size: D3 1000x2400mm
without visionpanel each 6
f
Steel door double leaf of size: D2 1500x2400mm
with vision panel each 2
g
Steel door double leaf of size: D2 1500x2400mm
without vision panel each 1
h
Steel door double leaf of size: D6 1500x2400mm
with 200x300mm vision panel (Un Equal Shutter)each 1
i
Steel door double leaf of size: D1 2000x2400mm
with 150x750mm vision paneleach 22
j
Steel door double leaf of size: D1 2000x2400mm
with 200x300mm vision paneleach 1
k
Steel door double leaf of size: D1 2000x2400mm
with 150x750mm vision paneleach 2
l
Steel door double leaf of size: D2 1500x2400mm
with 150x750mm vision panel each 1
m
Steel door double leaf of size: D1 2000x2400mm
with 150x750mm vision panel each 1
n
Steel door single leaf of size: D4 900x2400mm with
200x300mm visionpaneleach 4
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
o
Steel door single leaf of size: D3 1000x2400mm with
200x300mm visionpaneleach 5
p
Steel door single leaf of size: D3 1000x2400mm with
200x300mm visionpaneleach 1
q
Steel door single leaf of size: D4 900x2400mm with
200x300mm visionpaneleach 7
r
Steel door single leaf of size: D4 900x2400mm
without visionpaneleach 1
s
Steel door double leaf of size: D2 1500x2400mm
with 200x300mm vision paneleach 7
t
Steel door double leaf of size: D1 2000x2400mm
with vision panel
each 8
u
Steel door double leaf of size: D2 1500x2400mm
with 200x300mm vision paneleach 5
v
Steel door single leaf of size: D4 900x2400mm
without visionpaneleach 6
w
Steel door single leaf of size: D4 900x2400mm with
200x300mm visionpaneleach 1
x
Steel door single leaf of size: D3 1000x2400mm
without visionpaneleach 8
y
Steel door double leaf of size: D1 2000x2400mm
with 200x300mm vision panel each 4
z
Steel door double leaf of size: D6 1500x2400mm
with vision panel (Un Equal Shutter)each 2
3 Providing and fixing of Stainless Steel toilet partitions
and cubicles with doors and hardware for fixing and
mounting of the panels as manufacture
specifications and by Approved vendor. The scope of work includes complete in all respect and as per the
direction of Engineer in charge
Construction of cubicles : The panels should be
constructed for 25mm and doors for 22mm thick
sandwiched skin with the infill material of honey
comb core. The core should be bonded with resin
and should have a flat face on either side. All panels
should have a built in feature to be totally sight proof
on all four corners for better privacy. Standard gap of
150mm on sides and on the moving element has to
be provided unless otherwise specified. Cubicles
should have a provision for mounting of the toilet
hardware like handrails, hinges, locks with indicator,
coat hooks as specified. All panels should be fully
protected with the self adhesive film and to be
removed at the handing over of the cubicles.
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
Type : Floor Mounted with legs: The cubicles are
mounted on the Stainless Steel legs. Support bars
on top for stability and integrity which in turn is
connected to solid wall support. Wall brackets and
corner brackets to be used while assembling the
cubicles. In addition the door should have a self-
closing hinge and an indicator slip latch or bolt with a
knob outside.
Material / Finish / Hardware : A. All toilet partitions
and cubicles should be made out of first gradestretched level quality Stainless Steel conforming to
SS304 grade. All products should be made out of
0.6mm (22g) Stainless Steel sheet.Door Hardware:
Heavy duty, Stainless Steel.
1. Top & Bottom Hinge: Surface Mounted, with
Stainless Steel pin in the plane of the door.2. Latch:
Surface mounted, with emergency access. 3. Coat
Hook and Bumper : Surface mounted 4. Wall
Brackets: For wall support and mounting the panels.
C. Legs should be made out of Stainless Steel as
specified. D. All support and locking accessories
should be Stainless Steel as specified.
Installation :All cubicles should be checked for
dimensional accuracy before start of installation. Any
variations in the agreed site conditions or civil
structure should be addressed before installing the
panels and doors. The internal fittings like WC
related works should be completed in all aspects
before the anels are ositioned. All installationCubicle Size is 1800 MM X 1300 MM each 65.00
4 Supplying and Fixing of Unplasticised Poly Vinyl
Chorlide (UPVC) Casement Window of approved
make, using UPVC reinforced profiles of required
sizes. The minimum wall thickness for the external
surfaces shall not be less than 2.5mm. The system
must have minimum 3 sealed chambers, for the
casement shutter and mullion section capable of
mountingsingle / double glazing system, structurally
reinforced with hot dip galvanized steel with 120GSM
of miniumum thickness of 1.8mm prefabricated and
welded through fusion welding. the window shall be
fitted with 5mm thick tinted / float glass of reputedmake duly fitted with EPDM weathering seal and
accesories likefriction stay hinges of stainless steel
grade 304-2Nos per sash, handle with with zamak
alloy casting 1 No per sash, multipoint locking
system suitably concealed 1 No per sash and the
system is to be installed at site using anchor
fasteners, silicon sealant, easy galzing / deglazing at
site etc., including cost and conveyance of all
material, accessories, labour charges for
transportation, erection at site complete for finished
item of work
Sqm 42.00
Total C/o to Summary : Rs.
C FLOORING WORKS
1 Providing and laying Vitrified Ceramic floor tiles 600
mmx 600 mm (thickness to be specified by the
manufacturer) of 1st quality conforming to IS :15622
of approved make in colours such as White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick Cement
Mortar 1:4 (1 Cement : 4 Coarse sand) including
pointing the joints with white cement and matching
pigment etc., complete.(IMOLA or its equivalent)
sqm 600.00
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
2 Providing and fixing Ist quality ceramic vitrified wall
tiles conforming to IS : 15622 (thickness to be
specified by the manufacturer ) of approved make in
all colours, shades except burgundy, bottle green,
black of any size as approved by Engineer-in-Charge
in skirting, risers of steps and dados over 12 mm
thick bed of cement Mortar 1:3 (1 cement : 3 coarse
sand) and jointing with grey cement slurry @ 3.3kg
per sqm including pointing in white cement mixed
with pigment of matching shade complete. ( Size 600MM X 300 MM ) IMOLA or its equivalent
sqm 1910.00
3 Providing flooring with best quality approved colour
granite slab not less than 20 mm thick of size not
less than 1200 x 900 mm/ 900 x 600/ 600x600 mm,
machine cut with water ( without kerosene ) and
factory high pre-polished, set in cement mortar 1:4 to
a thick not less than 20 mm (for surface contact of
the bottom of the granite slab) as per approved
pattern/design using irrespective of size and shape,
including finishing the joints with Cement Slurry
and cutting, edge chamfering and polishing with tin-
oxide / high gloss factory polish as per
manufacturer's Specification and as directed.
Grinding after laying for level adjusment shall not be
permitted.
Rate shall include for preparation of base surface &
finished the surface, protection with gypsum/pop
layer over plastic sheet and removing the same
before handing over,work at all levels and as
directed by Engineer-in-charge.
sqm 2520.00
4 Extra for providing and fixing step risers and treads
in place of f loor ing with approved colour granite
slab of thickness not less than 20 mm in single
piece for each step rounded or patterned as per
drawing over a bed of C.M 1:4, 20 mm thick, all
edges machine cut, machine polished including
cutting, Flame the Granite in the edges to a width of
25mm(Entrance steps), making groove to the
specified size in the edges( Staicase steps),
chamfering and edge polishing to rough,medium,
nice, acid wash and tin oxide polishing as per manufacturers specification and as directed. Rate
shall include for preparation of base surface, jointing
with matching cement slurry, work at all levels etc
complete, all as directed by Engineer-in-charge.
Sadarahalli Grey/Steel grey sqm 500.00
5 Extra for providing and fixing 125 mm high skirting in
place of flooring with best qual i ty approved colour
granite slab of thickness not less than 20 mm,
machine cut and machine high pre-polished set in
C.M 1:3, 12 mm thick uniformly beyond the backing
mortar / plastered surface and finishing the joints
with white cement slurry at all levels and all as
directed. Rate shall include for preparation of
surface, chasing of wall and acid cleaning, edge
chamfering and polishing.
metre 1440.00
Sadarahalli Grey/Steel grey
Total C/o to Summary : Rs.
D BARICADING WORKS
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
1 Providing, supplying and fixing temporaray
barrication with GI sheet at all height up to 3.0m and
soft partition with green fibre cloth up to 17.0M for
the entire width of the proposed extension side
providing temporary barication around the proposed
construction with necessary GI sheet, MS Pipe
vertical and horizontal supports with holding clamps ,
temporary barigator shall be removed after
completinon of project or as per directed by the
client. the entire structure to abide all the safetyregulations. contractor to ensure adequate size of
support member to ensure total safety of barication
for the entire duration of project
Sqm 4500.00
Total C/o to Summary : Rs.
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
E GLA ZING WORK S
1 Unitized structural glazing (for complete system) :-
Prepration of shop drawing, detailing providing and
fixing Unit ized s truc tu ral g lazing sys tem with
vision panel and vision on spandral panel shall have
Insulated Glazed unit - 24 mm thick (6mm glass + 12
mm airgap+ 6mm glass) of approved make and as
specified and work shall be completed as per
direction of engineer in charge. Rate including
f ix in g th e g las s b ut ex cl ud in g c os t o f s up pl y o f glass which will be measured separately. (REFER
DETAILS AT SECTION -3 TECH SPECS)
INCLUDING FRAMES, SECTIONS ETC...
Sqm 1,360
2 Punched window/St rip w indow (System): for
complete system prepration of shop drawing,
detailing, providing and fixing Unitized structural
glazing system with Punched window / Strip
window either on the same plane of the unitized
structural glazing system or recessed as per drawing
with Insulated Glazed unit - 24 mm thick (6mm glass
+ 12 mm airgap+ 6mm glass) of approved make and
as specified and work shall be completed as per
direction of engineer in charge. Rate including
f ix in g th e g las s b ut ex cl ud in g c os t o f s up pl y o f
glass which will be measured separately. (REFERDETAILS AT SECTION -3 TECH SPECS)
Sqm 50
3 Hardwares for Top hung windows: Extra rate over
& above the structural glazing item above for
providing top hung openable outward shutter of size
as shown in the approved drawing and to be
provided and fixed on the same plane of the
Unit ised s truc tu ral g lazing sys tem with same
shade & make of glass with the specified hardwares
excluding the cost of Insulated glazed unit specified
and work shall be completed as per direction of
engineer in charge.(REFER DETAILS AT SECTION -
3 TECH SPECS)
Each
set 20
4 Insulat ion for Spandrel : Rock wool slab - 64
Kg/cum and having 'K' value of 0.033 w/Mok - 50 mm
thick wrapped with factory pressed Black glass tissue
and using 1.0mm thick powder coated G.I tray withfold alround to a height of 100mm minimum as
thermal insulation to be fixed behind Composite
panel cladding area as mentioned. All the edges
between powder coated M.S tray and frame to be
sealed with Non-Staining weather silicon sealant of
approved make.(REFER DETAILS AT SECTION -3
TECH SPECS)
Sqm 1,360
5 Swing / Openable door :
complete system for the openable door with patch
fittings. Providing and fixing the openable Double /
Single leaf door with patch fittings. Rate shall include
the cost for supplying and fixing of laminated glass
12.52 mm thick and having 6 mm thick as outer
panel and 5 mm thick as inner panel with interlayer
of 1.52 mm thick PVB - santry Glass plus of Dubond
make. Both outer and Inner pane shall be uncoated
clear glass of Saint Gobain or Asahi make and both
panes shall be toughened, supply & fixing of
hardwares and necessary accessories etc.. (REFER
DETAILS AT SECTION -3 TECH SPECS)
INCLUDING FRAMES, SECTIONS ETC...
a Double Leaf door as per the details above. Sqm 70
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
6 Fixed window sy stem using WCP/ 'U' channel:
Fixed window system: designing, providing and
fixing "fixed window system" having laminated glass -
13.52 mm thick of approved make. Rate includes
supplying and fixing the laminated glass 13.52 mm
thick and having 6 mm thick as outer panel and 6
mm thick as inner panel with interlayer of 1.52 mm
thick PVB - santry Glass plus of Dubond make. Outer
pane glass shall be reflective coated glass - Sunergy
Clear of Asahi make or ST 167 of Saint gobainmake. Inner pane shall be uncoated clear glass and
both panes shall be toughened and heat soak tested
and continuous WCP at top and Aluminium 'U'
channel at bottom etc.. (REFER DETAILS AT
SECTION -3 TECH SPECS) INCLUDING FRAMES,
SECTIONS ETC...
Sqm 500
Supply of glass
7 Glass for Structural Glazing system complete: Supply
of glass as per the options given below to the
respective place to fix the glass on the system as
described in Technical specification. Fixing the glass
shall form part of the system and shall include in the
cost quoted under respective item. Refer Technical
specification for the glass performance, processing,
thickness and coating of glass, tint and other
parametres like heat treatment process etc. Allpanes of glass shall be heat strengthened.
Mode of Measurement :
Glass on structural Glazing & others : Length and
breadth of the superficial area of the finished work
shall be measured centre to centre of the grooves on
the external surface viewed externally correct to a
centimetre under the respective items. Areas shall
be calculated in a square metre correct to two places
of decimal. (REFER DETAILS AT SECTION -3
TECH SPECS) ETC...
Vision Panel & Spandrel Panel : Insulated Glass -
24 mm thick with 6 mm thick Reflective coated glass
on both surface - ET 725 of Saint Gobain or
equivalent as outer pane and 12 mm airgap and 6
mm thick uncoated clear glass as inner pane of
same make. Both panes are heat strengthened. Rate
exclude fixing of glass, fixing of glass shall form part
the system cost quoted. The glass will be selected at
appropriate time by Client / Architect.
Sqm 1,410
8 Vision Panel & Spandrel Panel : Insulated Glass -
24 mm thick with 6 mm thick Reflective coated glass
on both surface - SKN 744 of Saint Gobain or
equivalent as outer pane and 12 mm airgap and 6
mm thick uncoated clear glass as inner pane of
same make. Both panes are heat strengthened. Rate
exclude fixing of glass, fixing of glass shall form part
the system cost quoted. The glass will be selected at
appropriate time by Client / Architect. . ( REFER
DETAILS AT SECTION -3 TECH SPECS)
Sqm 10
9 Laminated sandwiched composi te panel (ACP)cladding system
Providing, supplying, fixing complete system (Dry
wall cladding) including providing and fixing the
system to clad the Aluminium composite panel (ACP
with Mineral Core) as per the specification on the.
external surface the external surface like column,
wall, jambs, sills, projected area, ceiling or any
surface to any profile and shape, horizontally,
vertically, sloped, curved, circular etc complete.
(REFER DETAILS AT SECTION -3 TECH SPECS)
INCLUDING FRAMES ,SECTIONS ETC...
Sqm 2,800.00
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
10 Providing, supplying, fixing complete system
including providing and fixing Aluminium composite
panel (ACP with Mineral Core) to clad the external
surface of the Canopy, screen wall and Pergola as
per profile and shape shown in the Drawing with
necessary Hot dip Galvanised Structural steel
support to clad the ACP and all support to be
designed to withstand the Design wind pressure and
the specification specified above etc complete. Base
support will be measured under respective itemseparately.
NOTE :- Base structural steel frame work for ACP
cladding covered under this item shall be measured
separately under the respective Item, but the frame
work required for cladding shall be part Items rate
quoted in this items. (REFER DETAILS AT
SECTION -3 TECH SPECS) INCLUDING FRAMES
Sqm 100.00
11 providing and applying Cold Bituminous coat ing
(Vapour barrier) on the External wall behind
Composite panel cladding area etc as mentioned.
(REFER DETAILS AT SECTION -3 TECH SPECS)
Sqm 2,820
12 providing and fixing in position Hot rolled structural
steel Members / Sections at all levels. (REFER
DETAILS AT SECTION -3 TECH SPECS)
INCLUDING FRAMES, SECTIONS ETC…
Kg 25
Total C/o to Summary : Rs.
F Insulation, Granite Cladding
Insulation
1 Providing and fixing Rock wool - 50 mm thick - 64 Kg
/ cum and having ‘K’ value of 0.023 w / M deg k of
approved make conforming to IS - 8183 / BS 3958 /
ASTM C 612 on the spandrel panel area i.e, behind
the ACP / glass and for smoke seal at sill level.
These wool should be covered with Black tissue
factory pressed - 0.50 mm thick (Nominal Mass - 60
Kg/cum) to conform Non combustibility Class - fire
rating to BS 476 - part 7 & IS 3808 and fixed by using
GI Angle / channel of required size as base and the
wool shall be tied with 22 gauge G.I. wire in criss-
cross manner into Galvanised angle / Channel to
the structure and shall be covered with powder coated M.S sheet 1mm thick. Rock wool should be
fixed to the main aluminium frame work between
mullion & transom on each side with the gap of 25 to
30 mm from the inner surface of the Glass/ACP (i.e
behind the spandrel panel glass / ACP area / stone
cladding). Insulation tray shall be fixed in between
the transoms & mullions and tray shall have fold on
all 4 sides to the extend of 75mm on all 3 sides and
100 mm at bottom.
Sqm 110.00
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Item
No.
Description of Item Unit Quantity Rate in
figures (in
Rs.
Rate in words (in
Rs.)
Amount (in Rs.)
Granite Cladding
1 Providing and fixing Granite slab - Dry type fixing
using approved colour granite slab (Basic cost of
Granite not less than Rs.200/- per sq.ft) thickness as
specified in Schedule of Quantities and size as per
drawing subject to the size of slab is not less than
600x600 mm to the maximum extent. Rate shall
include providing smaller size of granite if
necessitated to form a Patten or at corners and no
extra cost is payable, if any additional cutting,polishing is involved. Each granite slab is to be
individually supported using 4 Nos.of stainless steel
clamps of size 75 x 50 x 5 mm two each at top and
bottom with necessary SS screws & bolts and all SS
shall be 300 series - 316 Grade. Each SS clamp will
be fixed to the wall using two numbers of MS
oxidized non-corrosive expansion anchor fasteners
of size 10 mm head, 6 mm dia. and 100 mm length
for masonry work , 10 mm head, 6 mm dia. and 75
mm length for RCC areas. SS clamps with the
lipping of 12 mm height shall be fixed into the Granite
at the top & bottom in the cut groove on the granite
with groove cut is being 20mm long, 8mm wide.
Any corner or junction slab which may be of smaller
size should also be supported similarly. Each slab
will also have similar 2 clamps at the top, balance
gaps in the grooves after placing the Clamps in the
granite shall be filled with suitable adhesive of
approved make to ensure that the clamps are fixed
stable and not loosened. There will be no gaps seen
between the granite slabs in elevation or provide 3
mm Gap between the Granite slabs as directed. All
the edges of the Granite slab shall have "V" cut or
Half / Full round chamfered finish both horizontal and
vertical joints. It has to be ensured that the slabs are
perfectly vertical and in plumb. Gaps between the
granite slabs are to be filled with clear silicone non
staining sealant of approved make and all as per
manufacturer specifications. Rate shall include
providing the Granite slab matching the groove /
elevation lines to close the gaps on the top and sides
to prevent water or any insects coming through the
gap between wall and Dry fixing Granite.
Rate shall include for using the water cut Granite
slab (Kerosine cut not permitted either at factory or at
site), procuring the Granite from well recognized
approved quarry / supplier’s with control over quarry
and mixing of quarry / supplier’s for same shade
shall not be permitted under no circumstances and
also to be ensured that the shade of Granite
procured from single source will be uniform and no
colour or pattern variation and charges for groove
cutting in granite to fix SS clamps, Ch