ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
ABSTRACT ESTIMATE
S./I.No. ITEM QUANTITY
1 20.9 Boring, providing and installing bored cast-in-situ reinforced
cement concrete single under reamed pile of specified
diameter and length below the pile cap M20 in cement
concrete, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the
cost of boring. The length of the pile to be embedded in the
pile cap etc. all complete, including removal of excavated
earth with all lifts and leads (Length of pile for payment shall
be measured upto bottom of pile cap). Excluding cost of
Steel. And rates are inclusive of cost of concreate
20.9.3300 mm diameter. 663.00 Rm
2 20.1 Extra for providing additional blub for item no.20.9
20.10.3300 mm diamet. 221.00 EACH
3 5.1 Providing and laying in position specified grade of
reinforced cement concrete (with 20mm nominal size graded
stone aggregate) excluding the cost of centering, shuttering,
finishing and reinforcement - All work up to plinth level :
5.1.1 M 20 Nomial mix 113.12 Cu.m.
4 5.3 Reinforced cement concrete work in beams, suspended
floors, roofs having slope of any degree landings, balconies,
shelves, chajjas, lintels, bands, plain window sills, staircases
and spiral stair cases up to floor two level excluding the cost
of centering
5.3.1 M 20 Nomial mix (with 20mm nominal size graded stone
aggregate) 197.47 Cu.m.
5 5.16 Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding including
cost of binding wire up to floor two level including all
wastage etc. complete.
5.16.6 Thermo-Mechanically Treated bars.(TMT) 28694.63 kg.
6 5.9 Centering and shuttering including strutting, propping etc.
and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass
concrete up to plinth level. 1754.24 sq.m.
5.9.3 Suspended floors, roofs, landings, balconies and access
platform. Shelves (Cast in situ) Lintels, beams, beams,
girders, bressumers and cantilevers, Columns, Pillars, Posts
and Struts Walls in super structure. 1754.24 sq.m.
7 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in over areas 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.
2.6.1 All kinds of soil. 153.56 Cu.m.
8 2.27 Supplying and filling in plinth with Hard muram/ Hard
copra under floors including, watering, ramming
consolidating and dressing complete 509.53 Cu.m.
9 4.1 Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level :
4.1.2 With 40mm nominal size graded stone aggregate. M10 64.68 Cu.m.
10 6.3 Brick work with well brunt open bhatta, bricks, crushing
strength not less than 25kg /sqcm and water absorption not
more than 20% in foundation and plinth
6.3.1 Cement Mortar 1:6 (1 cement : 6 sand). 36.48 Cu.m.
11 6.5 Extra for brick work in superstructure above floor II level for
each additional floor or part thereof. 273.54 Cu.m.
12 13.1 12 mm thick cement plaster for internal and external walls
with
cement mortar 1:6(1cement 6 sand) 2779.53 sq.m.
13 13.8 6 mm cement plaster of mix :CM 1:3 (1 cement: 3 sand) 566.15 sq.m.
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
ABSTRACT ESTIMATE
S./I.No. ITEM QUANTITY
14 9.1 Providing wood work in frames of doors, windows,
clerestory windows and other frames, wrought framed and
fixed in position:
9.1.3 Kiln seasoned and chemically treated Hollock wood. 4.86 Cu.m.
15 9.2 Providing and fixing ISI marked flush door shutters
conforming to IS: 2202 (Part I) decorative type, core of
block board construction with frame of 1st class hard wood
and well matched teak 3 ply veneering with vertical grains or
cross bands and face vene
9.20.1 35 mm thick including ISI marked Stainless Steel butt
hinges with necessary screws. 65.20 sqm
16 9.9 Providing and fixing glazed shutters for doors, windows and
clerestory windows using 4 mm thick float glass panes
including back enamelled ISI marked M.S butt hinges with
necessary screws.
9.9.1 Second class teak wood
9.9.1.1 35 mm thick 92.20 sqm
17 9.48 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.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws
etc. 3227.00 kg
18 9.96 Providing and fixing aluminium sliding door bolts ISI
marked anodised (anodic coating not less than grade AC 10
as per IS : 1868) transparent or dyed to required colour or
shade with nuts and screws etc. complete :
9.96.1 300x16 mm 50.00 EACH
19 9.97 Providing and fixing aluminium tower bolts ISI marked
anodized (anodic coating not less than grade AC 10 as per IS
: 1868 ) transparent or dyed to required colour or shade with
necessary screws etc. complete :
9.97.1 300x10 mm 50.00 EACH
20 9.100 Providing and fixing aluminium handles ISI marked
anodized (anodic coating not less than grade AC 10 as per IS
: 1868) transparent or dyed to required colour or shade with
necessary screws etc. complete :
9.100.1 125 mm 50.00 EACH
21 9.101 Providing and fixing aluminium hanging floor door stopper
ISI marked anodised (anodic coating not less than grade AC
10 as per IS : 1868) transparent or dyed to required colour
and shade with necessary screws etc. complete.
9.101.1 Single rubber stopper 25.00 EACH
22 9.68 Providing and fixing oxidised M.S. casement stays (straight
peg type) with necessary screws etc. complete.
9.68.1 300 mm weighing not less than 200 gms. 100.00 EACH
23 11.23 Kota / cuddapah 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 sand) :
11.23.1 25 mm thick. 529.43 sq.m.
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
ABSTRACT ESTIMATE
S./I.No. ITEM QUANTITY
24 13.30 Distempering with oil bound washable distemper of
approved brand and manufacture to give an even shade
13.30.1 New work (two or more coats) over and including priming
coat with cement primer. 2259.92 sq.m.
25 13.32 Applying one coat of cement primer of approved brand and
manufacture on wall surface :
13.32.1 Cement primer. 1101.96 sq.m.
26 13.33 Finishing walls with water proofing cement paint of
requiredshade :
13.33.1 New work (Two or more coats applied @ 3.84 kg/10 sqm).
1101.96 sq.m.
27 13.39 Applying priming coat :
13.39.4 With ready mixed red oxide zinc chromate primer of
approved brand and manufacture on steel work (second coat)
92.20 sq.m.
28 13.5 Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade:
13.50.1 Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture. 92.20 sq.m.
29 11.31 Providing and fixing Ist quality ceramic glazed wall tiles
conforming to IS : 15622 (6-7mm thickness) 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 joints with white cement and matching pigments
etc., complete. 229.45 sq.m.
30 11.33 Providing and laying Ceramic glazed floor tiles of any size
(9- 10mm thickness) of 1st quality conforming to IS : 15622
of approved make in all colours, shades, except White, Ivory,
Grey, Fume Red Brown laid on 20mm thick bed of Cement
Mortar 1:4 (1 Cement : 4 sand) including pointing the joints
with white cement and matching pigments etc., complete 35.12 sq.m.
31 13.5 Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade:
13.50.1 Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture. 65.20 sq.m.
32 2.31 Preconstruction curative Cum. preventive antitermite
treatment to the building under construction by providing (i)
surface treatment by spreading emulsion over the plinth area
before laying the base concrete under floors @ 5.0
litres/Sqm.(ii) Pumping the emulsion in plinth masonry on
filling side at floor junction @ 7.5 litres/Sqm. (iii) Pumping
the emulsion from outer side of the plinth below ground
alround the masonry @ 5.0 litres/Sqm as per I.S. 8944
Emulsion. (1Chlorpyrifos: 19 water) with five years service
guarantee (Measurements to be taken for plinth area) 132.10 sq.m.
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
1 20.9 Boring, providing and installing bored cast-in-situ reinforced
cement concrete single under reamed pile of specified
diameter and length below the pile cap M20 in cement
concrete, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the
cost of boring. The length of the pile to be embedded in the
pile cap etc. all complete, including removal of excavated
earth with all lifts and leads (Length of pile for payment shall
be measured upto bottom of pile cap). Excluding cost of
Steel. And rates are inclusive of cost of concreate
20.9.3 300 mm diameter. 221 3.0 663.00 m
Total 663.00 m 506.00
2 20.1 Extra for providing additional blub for item no.20.9
20.10.3 300 mm diamet. 221 221.00 EACH
Total 221.00 EACH 448.00
3 5.1 Providing and laying in position specified grade of reinforced
cement concrete (with 20mm nominal size graded stone
aggregate) excluding the cost of centering, shuttering,
finishing and reinforcement - All work up to plinth level :
5.1.1 M 20 Nomial mix
CAP FOR C1 46 2.10 0.70 0.40 27.05 Cu.m.
CAP FOR C2 34 1.80 0.60 0.35 12.85 Cu.m.
CAP FOR C3 10 1.60 0.60 0.25 2.40 Cu.m.
PLINTH COLUMN C1 46 0.50 0.30 0.90 6.21 Cu.m.
PLINTH COLUMN C2 34 0.40 0.30 0.90 3.67 Cu.m.
PLINTH COLUMN C3 10 0.30 0.30 0.90 0.81 Cu.m.
PLINTH BEAM LW1 3 36.6 0.230 0.300 7.58 Cu.m.
PLINTH BEAM LW2 2 29.7 0.230 0.300 4.10 Cu.m.
PLINTH BEAM LW3 4 7.2 0.230 0.300 1.99 Cu.m.
PLINTH BEAM LW4 3 15.35 0.230 0.300 3.18 Cu.m.
PLINTH BEAM SW1 4 25.14 0.230 0.300 6.94 Cu.m.
PLINTH BEAM SW2 2 12.5 0.230 0.300 1.73 Cu.m.
PLINTH BEAM SW3 1 3.95 0.230 0.300 0.27 Cu.m.
PLINTH BEAM SW4 1 5.94 0.230 0.300 0.41 Cu.m.
PLINTH BEAM SW5 2 3.71 0.230 0.300 0.51 Cu.m.
PLINTH BEAM SW6 3 7.5 0.230 0.300 1.55 Cu.m.
PLINTH BEAM SW7 10 1 0.230 0.300 0.69 Cu.m.
PLINTH BEAM SW8 2 4.28 0.230 0.300 0.59 Cu.m.
R.C.C CURTAIN WALL 1 155 0.150 0.800 18.60 Cu.m.
SEPTIC TANK 1 80 0.125 10.00 Cu.m.
SEPTIC TANK SLAB 1 2 8.000 0.125 2.00 Cu.m.
Total 113.12 Cu.m. 3936
4 5.3 Reinforced cement concrete work in beams, suspended floors,
roofs having slope of any degree landings, balconies, shelves,
chajjas, lintels, bands, plain window sills, staircases and
spiral stair cases up to floor two level excluding the cost of
centering
5.3.1 M 20 Nomial mix (with 20mm nominal size graded stone
aggregate)
COLUMN C1 46 0.5 0.3 3.20 22.08 Cu.m.
COLUMN C2 34 0.4 0.3 3.20 13.06 Cu.m.
COLUMN C3 10 0.3 0.3 3.20 2.88 Cu.m.
LINTEL W1 3 36.6 0.23 0.15 3.79 Cu.m.
LW2 2 29.7 0.23 0.15 2.05 Cu.m.
LW3 4 7.2 0.23 0.15 0.99 Cu.m.
LW4 3 15.35 0.23 0.15 1.59 Cu.m.
SW1 4 25.14 0.23 0.15 3.47 Cu.m.
SW2 2 12.5 0.23 0.15 0.86 Cu.m.
SW3 1 3.95 0.23 0.15 0.14 Cu.m.
SW4 1 5.94 0.23 0.15 0.20 Cu.m.
SW5 2 3.71 0.23 0.15 0.26 Cu.m.
SW6 3 7.5 0.23 0.15 0.78 Cu.m.
SW7 10 1 0.23 0.15 0.35 Cu.m.
SW8 2 4.28 0.23 0.15 0.30 Cu.m.
FLOOR BEAM LW1 3 36.6 0.230 0.350 8.84 Cu.m.
LW2 2 29.7 0.230 0.350 4.78 Cu.m.
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
LW3 4 7.2 0.230 0.350 2.32 Cu.m.
LW4 3 15.35 0.230 0.350 3.71 Cu.m.
SW1 4 25.14 0.230 0.350 8.10 Cu.m.
SW2 2 12.5 0.230 0.350 2.01 Cu.m.
SW3 1 3.95 0.230 0.350 0.32 Cu.m.
SW4 1 5.94 0.230 0.350 0.48 Cu.m.
SW5 2 3.71 0.230 0.350 0.60 Cu.m.
SW6 3 7.5 0.230 0.350 1.81 Cu.m.
SW7 10 1 0.230 0.350 0.81 Cu.m.
SW8 2 4.28 0.230 0.350 0.69 Cu.m.
STAIR SLAB 2 5.48 0.125 1.37 Cu.m.
LANDING 2 1.68 0.125 0.42 Cu.m.
SLAB 1 653.30 0.12 78.40 Cu.m.
CHAJJA 1 80.05 0.08 6.40 Cu.m.
Total 173.82 Cu.m. 3863
5 5.16 Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding including
cost of binding wire up to floor two level including all
wastage etc. complete.
5.16.6 Thermo-Mechanically Treated bars.(TMT) 286.95 x 100 28694.63 kg.
Total 28694.63 kg. 42
6 5.9 Centering and shuttering including strutting, propping etc.
and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass
concrete up to plinth level.
PLINTH COLUMN C1 46 1.6 1.50 110.40 sq.m.
PLINTH COLUMN C2 34 1.4 1.50 71.40 sq.m.
PLINTH COLUMN C3 10 1.2 1.50 18.00 sq.m.
PLINTH BEAM LW1 3 36.6 0.80 87.84 sq.m.
PLINTH BEAM LW2 2 29.7 0.80 47.52 sq.m.
PLINTH BEAM LW3 4 7.2 0.80 23.04 sq.m.
PLINTH BEAM LW4 3 15.35 0.80 36.84 sq.m.
PLINTH BEAM SW1 4 25.14 0.80 80.45 sq.m.
PLINTH BEAM SW2 2 12.5 0.80 20.00 sq.m.
PLINTH BEAM SW3 2 3.95 0.80 6.32 sq.m.
PLINTH BEAM SW4 3 5.94 0.80 14.26 sq.m.
PLINTH BEAM SW5 2 3.71 0.80 5.94 sq.m.
PLINTH BEAM SW6 3 7.5 0.80 18.00 sq.m.
PLINTH BEAM SW7 10 1 0.80 8.00 sq.m.
PLINTH BEAM SW8 2 4.28 0.80 6.85 sq.m.
R.C.C CURTAIN WALL 1 155 3.20 496.00 sq.m.
SEPTIC TANK 1 20 4 80.00 sq.m.
SEPTIC TANK SLAB 1 2 8 16.00 sq.m.
Total 1146.85 sq.m. 127.00
5.9.3 Suspended floors, roofs, landings, balconies and access
platform. Shelves (Cast in situ) Lintels, beams, beams,
girders, bressumers and cantilevers, Columns, Pillars, Posts
and Struts Walls in super structure.
COLUMN C1 46 1.6 3.20 235.52 sq.m.
COLUMN C2 34 1.4 3.20 152.32 sq.m.
COLUMN C3 10 1.2 3.20 38.40 sq.m.
LINTEL W1 3 36.6 2 0.15 32.94 sq.m.
LW2 2 29.7 2 0.15 17.82 sq.m.
LW3 4 7.2 2 0.15 8.64 sq.m.
LW4 3 15.35 2 0.15 13.82 sq.m.
SW1 4 25.14 2 0.15 30.17 sq.m.
SW2 2 12.5 2 0.15 7.50 sq.m.
SW3 1 3.95 2 0.15 1.19 sq.m.
SW4 1 5.94 2 0.15 1.78 sq.m.
SW5 2 3.71 2 0.15 2.23 sq.m.
SW6 3 7.5 2 0.15 6.75 sq.m.
SW7 10 1 2 0.15 3.00 sq.m.
SW8 2 4.28 2 0.15 2.57 sq.m.
FLOOR BEAM LW1 3 36.6 2 0.40 87.84 sq.m.
LW2 2 29.7 2 0.40 47.52 sq.m.
LW3 4 7.2 2 0.40 23.04 sq.m.
LW4 3 15.35 2 0.40 36.84 sq.m.
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
SW1 4 25.14 2 0.40 80.45 sq.m.
SW2 2 12.5 2 0.40 20.00 sq.m.
SW3 1 3.95 2 0.40 3.16 sq.m.
SW4 1 5.94 2 0.40 4.75 sq.m.
SW5 2 3.71 2 0.40 5.94 sq.m.
SW6 3 7.5 2 0.40 18.00 sq.m.
SW7 8 1 2 0.40 6.40 sq.m.
SW8 2 4.28 2 0.40 6.85 sq.m.
STAIR SLAB 2 5.48 sq.m.
LANDING 2 1.68 sq.m.
SLAB 1 768.66 sq.m.
CHAJJA 1 83.00 sq.m.
Total 1754.24 sq.m. 199
7 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in over areas 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.
2.6.1 All kinds of soil.
CAP FOR C1 46 2.1 0.70 0.65 43.95 Cu.m.
CAP FOR C2 34 1.8 0.60 0.60 22.03 Cu.m.
CAP FOR C3 10 1.6 0.60 0.45 4.32 Cu.m.
LW1 3 36.6 0.30 0.15 4.94 Cu.m.
LW2 2 29.7 0.30 0.15 2.67 Cu.m.
LW3 4 7.2 0.30 0.15 1.30 Cu.m.
LW4 3 15.35 0.30 0.15 2.07 Cu.m.
SW1 4 25.14 0.30 0.15 4.53 Cu.m.
SW2 2 12.5 0.30 0.15 1.13 Cu.m.
SW3 1 3.95 0.30 0.15 0.18 Cu.m.
SW4 1 5.94 0.30 0.15 0.27 Cu.m.
SW5 2 3.71 0.30 0.15 0.33 Cu.m.
SW6 3 7.5 0.30 0.15 1.01 Cu.m.
SW7 10 1 0.30 0.15 0.45 Cu.m.
SW8 2 4.28 0.30 0.15 0.39 Cu.m.
SEPTICTANK 1 8 2.00 4.00 64.00 Cu.m.
Total 153.56 Cu.m. 182.00
8 2.27 Supplying and filling in plinth with Hard muram/ Hard copra
under floors including, watering, ramming consolidating and
dressing complete
DORMITORY 8 7.1 4.8 0.9 245.38 Cu.m.
BEDROOM 1 3 3.35 0.9 9.05 Cu.m.
MASTER BEDROOM 1 4.1 4 0.9 14.76 Cu.m.
KITCHEN 1 3 2.4 0.9 6.48 Cu.m.
DRAWING/DINING 1 5.8 4.2 0.9 21.92 Cu.m.
OFFICE 1 3.2 3.5 0.9 10.08 Cu.m.
DINING 1 4.9 8.3 0.9 36.60 Cu.m.
KITCHEN 1 3.8 3.3 0.9 11.29 Cu.m.
STORE 1 3.8 2.1 0.9 7.18 Cu.m.
STAIR 1 2.3 3.76 0.9 7.78 Cu.m.
CORRIDOR 1 2 3.63 0.9 6.53 Cu.m.
CORRIDOR 1 2 26.58 0.9 47.84 Cu.m.
CORRIDOR 2 2.13 3.5 0.9 13.42 Cu.m.
CORRIDOR 2 2 6 0.9 21.60 Cu.m.
CORRIDOR 2 1.38 6.67 0.9 16.57 Cu.m.
TOILET BLOCK 2 6.8 2.7 0.9 33.05 Cu.m.
Total 509.53 Cu.m. 337
9 4.1 Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All
work up to plinth level :
4.1.2 With 40mm nominal size graded stone aggregate. M10
FOR CAP FOR C1 46 2.100 0.700 0.100 6.76 Cu.m.
FOR CAP FOR C2 34 1.800 0.600 0.100 3.67 Cu.m.
FOR CAP FOR C3 10 1.600 0.600 0.100 0.96 Cu.m.
LW1 3 36.600 0.300 0.075 2.47 Cu.m.
LW2 2 29.700 0.300 0.075 1.34 Cu.m.
LW3 4 7.200 0.300 0.075 0.65 Cu.m.
LW4 3 15.350 0.300 0.075 1.04 Cu.m.
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
SW1 4 25.140 0.300 0.075 2.26 Cu.m.
SW2 2 12.500 0.300 0.075 0.56 Cu.m.
SW3 1 3.950 0.300 0.075 0.09 Cu.m.
SW4 1 5.940 0.300 0.075 0.13 Cu.m.
SW5 2 3.710 0.300 0.075 0.17 Cu.m.
SW6 3 7.500 0.300 0.075 0.51 Cu.m.
SW7 10 1.000 0.300 0.075 0.23 Cu.m.
SW8 2 4.280 0.300 0.075 0.19 Cu.m.
SEPTICTANK 1 2.000 8.000 0.075 1.20 Cu.m.
DORMITORY 8 7.100 4.800 0.075 20.45 Cu.m.
BEDROOM 1 3.000 3.350 0.075 0.75 Cu.m.
MASTER BEDROOM 1 4.100 4.000 0.075 1.23 Cu.m.
KITCHEN 1 3.000 2.400 0.075 0.54 Cu.m.
DRAWING/DINING 1 5.800 4.200 0.075 1.83 Cu.m.
OFFICE 1 3.200 3.500 0.075 0.84 Cu.m.
DINING 1 4.900 8.300 0.075 3.05 Cu.m.
KITCHEN 1 3.800 3.300 0.075 0.94 Cu.m.
STORE 1 3.800 2.100 0.075 0.60 Cu.m.
STAIR 1 2.300 3.760 0.075 0.65 Cu.m.
CORRIDOR 1 2.000 3.630 0.075 0.54 Cu.m.
CORRIDOR 1 2.000 26.580 0.075 3.99 Cu.m.
CORRIDOR 2 2.130 3.500 0.075 1.12 Cu.m.
CORRIDOR 2 2.000 6.000 0.075 1.80 Cu.m.
CORRIDOR 2 1.380 6.670 0.075 1.38 Cu.m.
TOILET BLOCK 2 6.800 2.700 0.075 2.75 Cu.m.
Total 64.68 Cu.m. 2833
10 6.3 Brick work with well brunt open bhatta, bricks, crushing
strength not less than 25kg /sqcm and water absorption not
more than 20% in foundation and plinth
6.3.1 Cement Mortar 1:6 (1 cement : 6 sand).
LW1 3 36.6 0.23 1.3 32.83 Cu.m.
LW2 2 29.7 0.23 1.3 17.76 Cu.m.
LW3 4 7.2 0.23 1.3 8.61 Cu.m.
LW4 3 15.35 0.23 1.3 13.77 Cu.m.
SW1 4 25.14 0.23 1.3 30.07 Cu.m.
SW2 2 12.5 0.23 1.3 7.48 Cu.m.
SW3 1 3.95 0.23 1.3 1.18 Cu.m.
SW4 1 5.94 0.23 1.3 1.78 Cu.m.
SW5 2 3.71 0.23 1.3 2.22 Cu.m.
SW6 3 7.5 0.23 1.3 6.73 Cu.m.
SW7 10 1 0.23 1.3 2.99 Cu.m.
SW8 2 4.28 0.23 1.3 2.56 Cu.m.
Total 127.97 Cu.m.
PLINTH COLUMN VOLUMN Total -38.02 Cu.m.
CURTAIN WALL Total -53.48 Cu.m.
DEDUCTING Final Total 36.48 Cu.m. 2190
11 6.5 Extra for brick work in superstructure above floor II level for
each additional floor or part thereof.
LW1 3 36.6 0.23 3.2 80.81 Cu.m.
LW2 2 29.7 0.23 3.2 43.72 Cu.m.
LW3 4 7.2 0.23 3.2 21.20 Cu.m.
LW4 3 15.35 0.23 3.2 33.89 Cu.m.
SW1 4 25.14 0.23 3.2 74.01 Cu.m.
SW2 2 12.5 0.23 3.2 18.40 Cu.m.
SW3 1 3.95 0.23 3.2 2.91 Cu.m.
SW4 1 5.94 0.23 3.2 4.37 Cu.m.
SW5 2 3.71 0.23 3.2 5.46 Cu.m.
SW6 3 7.5 0.23 3.2 16.56 Cu.m.
SW7 10 1 0.23 3.2 7.36 Cu.m.
SW8 2 4.28 0.23 3.2 6.30 Cu.m.
Total 314.99 Cu.m.
Deductions joinery
D1 16 1.20 0.230 2.7 11.92 Cu.m.
D2 8 1.00 0.230 2.7 4.97 Cu.m.
D3 6 0.90 0.230 2.7 3.35 Cu.m.
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
W/V 40 1.00 0.230 1.9 17.48 Cu.m.
V 30 0.60 0.230 0.9 3.73 Cu.m.
Total 41.45 Cu.m.
FINAL 273.54 Cu.m. 3599.0
12 13.1 12 mm thick cement plaster for internal and external walls
with
cement mortar 1:6(1cement 6 sand)
D perimeter height area
DORMITORY 8 23.8 3.25 618.80 sq.m.
BEDROOM 1 12.7 3.25 41.28 sq.m.
MASTER BEDROOM 1 16.2 3.25 52.65 sq.m.
KITCHEN 1 10.8 3.25 35.10 sq.m.
DRAWING/DINING 1 20 3.25 65.00 sq.m.
OFFICE 1 13.4 3.25 43.55 sq.m.
DINING 1 26.4 3.25 85.80 sq.m.
KITCHEN 1 14.2 3.25 46.15 sq.m.
STORE 1 11.8 3.25 38.35 sq.m.
STAIR 1 12.12 3.25 39.39 sq.m.
CORRIDOR 1 11.26 3.25 36.60 sq.m.
CORRIDOR 1 57.16 3.25 185.77 sq.m.
CORRIDOR 2 11.26 3.25 73.19 sq.m.
CORRIDOR 2 16 3.25 104.00 sq.m.
CORRIDOR 2 16.1 3.25 104.65 sq.m.
TOILET BLOCK 2 19 3.25 123.50 sq.m.
External plaster MAIN BLOCK 1 301.6 3.60 1085.76 sq.m.
Total 2779.53 sq.m. 80.00
13 13.8 6 mm cement plaster of mix :CM 1:3 (1 cement: 3 sand)
DORMITORY 8 7.1 4.8 272.64 sq.m.
BEDROOM 1 3 3.35 10.05 sq.m.
MASTER BEDROOM 1 4.1 4 16.40 sq.m.
KITCHEN 1 3 2.4 7.20 sq.m.
DRAWING/DINING 1 5.8 4.2 24.36 sq.m.
OFFICE 1 3.2 3.5 11.20 sq.m.
DINING 1 4.9 8.3 40.67 sq.m.
KITCHEN 1 3.8 3.3 12.54 sq.m.
STORE 1 3.8 2.1 7.98 sq.m.
STAIR 1 2.3 3.76 8.65 sq.m.
CORRIDOR 1 2 3.63 7.26 sq.m.
CORRIDOR 1 2 26.58 53.16 sq.m.
CORRIDOR 2 2.13 3.5 14.91 sq.m.
CORRIDOR 2 2 6 24.00 sq.m.
CORRIDOR 2 1.38 6.67 18.41 sq.m.
TOILET BLOCK 2 6.8 2.7 36.72 sq.m.
Total 566.15 sq.m. 80.00
14 9.1 Providing wood work in frames of doors, windows, clerestory
windows and other frames, wrought framed and fixed in
position:
9.1.3 Kiln seasoned and chemically treated Hollock wood.
D1 16 5.40 0.125 0.076 0.82 Cu.m.
D2 8 5.20 0.125 0.076 0.40 Cu.m.
D3 6 5.10 0.125 0.076 0.29 Cu.m.
W/V 40 5.20 0.125 0.076 1.98 Cu.m.
V 30 4.80 0.125 0.076 1.37 Cu.m.
Total 4.86 Cu.m. 40504
15 9.2 Providing and fixing ISI marked flush door shutters
conforming to IS: 2202 (Part I) decorative type, core of block
board construction with frame of 1st class hard wood and well
matched teak 3 ply veneering with vertical grains or cross
bands and face vene
9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws.
D1 16 1.2 2.0 38.40 sq.m.
D2 8 1 2.0 16.00 sq.m.
D3 6 0.9 2.0 10.80 sq.m.
Total 65.20 sq.m. 1593
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
16 9.9 Providing and fixing glazed shutters for doors, windows and
clerestory windows using 4 mm thick float glass panes
including back enamelled ISI marked M.S butt hinges with
necessary screws.
9.9.1 Second class teak wood
9.9.1.1 35 mm thick
W/V 40 1 1.9 76.00 sq.m.
V 30 0.6 0.9 16.20 sq.m.
Total 92.20 sq.m. 2486
17 9.48 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.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws
etc.
W/V 40 1 1.9 76.00 sq.m.
V 30 0.6 0.9 16.20 sq.m.
Total 92.20 sq.m.
STEEL USED 35 KG/SQ.M WEIGHT 3227.00 kg 65
18 9.96 Providing and fixing aluminium sliding door bolts ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
1868) transparent or dyed to required colour or shade with
nuts and screws etc. complete :
9.96.1 300x16 mm 50.00 EACH
Total 50.00 EACH 159
19 9.97 Providing and fixing aluminium tower bolts ISI marked
anodized (anodic coating not less than grade AC 10 as per IS
: 1868 ) transparent or dyed to required colour or shade with
necessary screws etc. complete :
9.97.1 300x10 mm 50.00 EACH
Total 50.00 EACH 64
20 9.100 Providing and fixing aluminium handles ISI marked
anodized (anodic coating not less than grade AC 10 as per IS
: 1868) transparent or dyed to required colour or shade with
necessary screws etc. complete :
9.100.1 125 mm 50.00 EACH 49
Total 50.00 EACH 49
21 9.101 Providing and fixing aluminium hanging floor door stopper
ISI marked anodised (anodic coating not less than grade AC
10 as per IS : 1868) transparent or dyed to required colour
and shade with necessary screws etc. complete.
9.101.1 Single rubber stopper 25.00 EACH
Total 25.00 EACH 38
22 9.68 Providing and fixing oxidised M.S. casement stays (straight
peg type) with necessary screws etc. complete.
9.68.1 300 mm weighing not less than 200 gms. 100.00 EACH
Total 100.00 EACH 38
23 11.23 Kota / cuddapah 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 sand) :
11.23.1 25 mm thick.
DORMITORY 8 7.1 4.8 272.64 sq.m.
BEDROOM 1 3 3.35 10.05 sq.m.
MASTER BEDROOM 1 4.1 4 16.40 sq.m.
KITCHEN 1 3 2.4 7.20 sq.m.
DRAWING/DINING 1 5.8 4.2 24.36 sq.m.
OFFICE 1 3.2 3.5 11.20 sq.m.
DINING 1 4.9 8.3 40.67 sq.m.
KITCHEN 1 3.8 3.3 12.54 sq.m.
STORE 1 3.8 2.1 7.98 sq.m.
STAIR 1 2.3 3.76 8.65 sq.m.
CORRIDOR 1 2 3.63 7.26 sq.m.
CORRIDOR 1 2 26.58 53.16 sq.m.
CORRIDOR 2 2.13 3.5 14.91 sq.m.
CORRIDOR 2 2 6 24.00 sq.m.
CORRIDOR 2 1.38 6.67 18.41 sq.m.
Total 529.43 sq.m. 670.00
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
24 13.30 Distempering with oil bound washable distemper of approved
brand and manufacture to give an even shade
13.30.1 New work (two or more coats) over and including priming
coat with cement primer.
DORMITORY 8 23.8 3.25 618.80 sq.m.
BEDROOM 1 12.7 3.25 41.28 sq.m.
MASTER BEDROOM 1 16.2 3.25 52.65 sq.m.
KITCHEN 1 10.8 3.25 35.10 sq.m.
DRAWING/DINING 1 20 3.25 65.00 sq.m.
OFFICE 1 13.4 3.25 43.55 sq.m.
DINING 1 26.4 3.25 85.80 sq.m.
KITCHEN 1 14.2 3.25 46.15 sq.m.
STORE 1 11.8 3.25 38.35 sq.m.
STAIR 1 12.12 3.25 39.39 sq.m.
CORRIDOR 1 11.26 3.25 36.60 sq.m.
CORRIDOR 1 57.16 3.25 185.77 sq.m.
CORRIDOR 2 11.26 3.25 73.19 sq.m.
CORRIDOR 2 16 3.25 104.00 sq.m.
CORRIDOR 2 16.1 3.25 104.65 sq.m.
TOILET BLOCK 2 19 3.25 123.50 sq.m.
CEILING OF ROOMS
DORMITORY 8 7.1 4.8 272.64 sq.m.
BEDROOM 1 3 3.35 10.05 sq.m.
MASTER BEDROOM 1 4.1 4 16.40 sq.m.
KITCHEN 1 3 2.4 7.20 sq.m.
DRAWING/DINING 1 5.8 4.2 24.36 sq.m.
OFFICE 1 3.2 3.5 11.20 sq.m.
DINING 1 4.9 8.3 40.67 sq.m.
KITCHEN 1 3.8 3.3 12.54 sq.m.
STORE 1 3.8 2.1 7.98 sq.m.
STAIR 1 2.3 3.76 8.65 sq.m.
CORRIDOR 1 2 3.63 7.26 sq.m.
CORRIDOR 1 2 26.58 53.16 sq.m.
CORRIDOR 2 2.13 3.5 14.91 sq.m.
CORRIDOR 2 2 6 24.00 sq.m.
CORRIDOR 2 1.38 6.67 18.41 sq.m.
TOILET BLOCK 2 6.8 2.7 36.72 sq.m.
Total 2259.92 sq.m. 46.00
25 13.32 Applying one coat of cement primer of approved brand and
manufacture on wall surface :
13.32.1 Cement primer. 1 306.1 3.6 1101.96 sq.m.
Total 1101.96 sq.m. 19
26 13.33 Finishing walls with water proofing cement paint of
requiredshade :
13.33.1 New work (Two or more coats applied @ 3.84 kg/10 sqm).
1 306.1 3.6 1101.96 sq.m.
Total 1101.96 sq.m. 31
27 13.39 Applying priming coat :
13.39.4 With ready mixed red oxide zinc chromate primer of
approved brand and manufacture on steel work (second coat)
W/V 40 1 1.9 76.00 sq.m.
V 30 0.6 0.9 16.20 sq.m.
Total 92.20 sq.m. 9.00
28 13.5 Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade:
13.50.1 Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture.
W/V 40 1 1.9 76.00 sq.m.
V 30 0.6 0.9 16.20 sq.m.
Total 92.20 sq.m. 56.00
ESTIMATE FOR PROPOSED 50 STUDENT PRE METRIC HOSTEL BUILDING AT LALBARRA
DETAIL ESTIMATE
S./I.No. ITEM MEASURMENT
No. Length Width Depth QUANTITY Rate
29 11.31 Providing and fixing Ist quality ceramic glazed wall tiles
conforming to IS : 15622 (6-7mm thickness) 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 joints with white cement and matching pigments etc.,
complete.
BATH 6 3.1 2.4 35.75 sq.m.
WC 6 3.1 4.2 47.45 sq.m.
TOILET BLOCK 2 10.2 3.5 89.05 sq.m.
KITCHEN 1 3 1 26.00 sq.m.
KITCHEN 1 3.8 1 31.20 sq.m.
Total 229.45 sq.m. 547.00
30 11.33 Providing and laying Ceramic glazed floor tiles of any size (9-
10mm thickness) of 1st quality conforming to IS : 15622 of
approved make in all colours, shades, except White, Ivory,
Grey, Fume Red Brown laid on 20mm thick bed of Cement
Mortar 1:4 (1 Cement : 4 sand) including pointing the joints
with white cement and matching pigments etc., complete
BATH 6 1.0 1.0 6.00 sq.m.
WC 6 1.0 1.0 6.00 sq.m.
TOILET BLOCK 2 6.8 1.7 23.12 sq.m.
Total 35.12 sq.m. 759.0
31 13.5 Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade:
13.50.1 Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture.
D1 16 1.2 2 38.40 sq.m.
D2 8 1 2 16.00 sq.m.
D3 6 0.9 2 10.80 sq.m.
Total 65.20 sq.m. 56.00
32 2.31 Preconstruction curative Cum. preventive antitermite
treatment to the building under construction by providing (i)
surface treatment by spreading emulsion over the plinth area
before laying the base concrete under floors @ 5.0
litres/Sqm.(ii) Pumping the emulsion in plinth masonry on
filling side at floor junction @ 7.5 litres/Sqm. (iii) Pumping
the emulsion from outer side of the plinth below ground
alround the masonry @ 5.0 litres/Sqm as per I.S. 8944
Emulsion. (1Chlorpyrifos: 19 water) with five years service
guarantee (Measurements to be taken for plinth area)
DORMITORY 8 7.1 4.8 38.40 sq.m.
BEDROOM 1 3 3.35 3.35 sq.m.
MASTER BEDROOM 1 4.1 4 4.00 sq.m.
KITCHEN 1 3 2.4 2.40 sq.m.
DRAWING/DINING 1 5.8 4.2 4.20 sq.m.
OFFICE 1 3.2 3.5 3.50 sq.m.
DINING 1 4.9 8.3 8.30 sq.m.
KITCHEN 1 3.8 3.3 3.30 sq.m.
STORE 1 3.8 2.1 2.10 sq.m.
CORRIDOR 1 2 3.63 3.63 sq.m.
CORRIDOR 1 2 26.58 26.58 sq.m.
CORRIDOR 2 2.13 3.5 7.00 sq.m.
CORRIDOR 2 2 6 12.00 sq.m.
CORRIDOR 2 1.38 6.67 13.34 sq.m.
Total 132.10 sq.m. 56.00
SUB ENGINEER S.D.O.
T.W.D.
Amount
0.86483 221
394680.0
116480.0
668496.5
Amount
555.305
68.0425
762818.8
1311295.2
145649.70
Amount
351401.76
27948.7
324345.73
Amount
233575.5
122995.00
Amount
984480.11
222362.40
45291.78
200141.6
103863.6
Amount
229209.2
299650.0
9540
3840
2940
2940
1140
4180
354716.22
Amount
103956.19
20937.24
34160.76
829.80
5163.20
Amount
125509.15
26656.1
3651.20
3651.20