Page 1
Total Amount( Rs.)
1 2 3 4 5 6 7 8= (5 x 6 ) 9 10=5+8
In figures In words In figures In words
1 CIVIL WORKS 9888351.00 9744493.00 19632844.00
2
ELECTRICAL
WORK 5636598.89 11451648.67 17088247.56
3
INTERNAL
PLUMBING 1795070.55 3576342.20 5371412.75
4
EXTERNAL
PLUMBING 1506690.60 3111881.00 4618571.60
5 FIRE 150852.00 375444.00 526296.00
TOTAL 18977563.00 28259808.87 47237371.87
Add labour cess 1% 189775.63 282598.09 472374.00
TOTAL 19167338.63 28542406.96 47709746.00
TOTAL TENDER VALUE ( IN WORDS) : Rupees
TOTAL
ESTIMATED
COST FOR 'A' 'D'
& 'F' (RS.)
TO BE QUOTED BY TENDERER
% ( - ) Below / At Par
VOL II - PRICE SCHEDULE
Amount ( - ) Below / At Par Estimated Cost
PRICE SCHEDULE FOR RENOVATION OF HOSTEL'A', 'D' &'F' BLOCK OF NATIONAL INSTITUTE OF TECHNOLOGY, CAMPUS, RAIPUR
PRICE SCHEDULE
SI. No. DESCRIPTION
ESTIMATED
COST FOR 'A'
(Rs.)
ESTIMATED
COST FOR ' D
&F' (Rs.)
1 Signature of Bidder
Page 2
PRICE SCHEDULE FOR HOSTEL A
1 2 3
1 CIVIL WORKS 9888351.00
2 ELECTRICAL WORK 5636598.89
3 INTERNAL PLUMBING 1795070.55
4 EXTERNAL PLUMBING 1506690.60
5 Fire 150852.00
TOTAL 18977563.04
Add Labour cess 1% 189775.63
TOTAL BLOCK A 19167338.67
SI.
No.DESCRIPTION
ESTIMATED COST
(Rs.)
Renovation Hostel A at NIT raipur
Page 3
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
EARTH WORK
1.1.1 1 Carriage of material by mechanical Transport including
loading ,unloading and stacking of Lime, moorum, building
rubbish up to 5 km Cum 270.54 122.46 33130.90
2.800 2 Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains
(not exceeding 1.5 m in width or 10 sqm on plan) including
dressing of sides and ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil and disposal of
surplus excavated soil as directed, within a lead of 50 m. cum 14.10 157.50 2221.32
2.8.1 All kinds of soil
2.250 3 Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift cum 4.75 112.40 534.16
CONCRETE WORK
4.170 4 Making plinth protection 50mm thick of cement concrete
1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate
20mm nominal size) over 75mm bed by dry brick ballast
40mm nominal size well rammed and consolidated and
grouted with fine sand including finishing the top smooth sqm 286.20 419.30 120003.66
REINFORCED CEMENT CONCRETE
FORM WORK
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
FORM WORK
5.900 5 Centering and shuttering including strutting, propping etc.
and removal of form for :
5.9.3 b Suspended floors, roofs, landings, balconies and access
platform. sqm 7.56 401.65 3036.47
5.9.5 c Lintels, beams, plinth beams, girders, bressumers and
cantilevers. sqm 297.20 332.15 98714.98
STEEL REINFORCEMENT
5.220 6 Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all kg 642.92 68.10 43782.51
5.22.6 Thermo-Mechanically Treated bars.
DESIGN MIX CONCRETE
5.330 7 Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement concrete for
reinforced cement concrete work, using cement content as
per approved design mix, including pumping of concrete to
site of laying but excluding the cost of centering, shuttering,
finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without
impairing strength and durability as per direction of
Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330
kg/cum Excess/less cement used as per design mix is
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 2 of 26
Page 4
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
5.33.2 a All works above plinth level upto floor V level cum 5.59 7014.55 39183.28
BRICK WORK
6.100 8 Brick work with F.P.S. bricks of class designation 7.5 in
foundation and plinth in: including carriage
6.1.2 Cement Mortar 1:6 ( 1 cement : 6 coarse sand) cum 9.35 4677.25 43738.37
6.400 9 Brick work with F.P.S. bricks of calss designation 75 in
superstructure above plinth level up to floor V level in all
shapes and sizes in : including carriage
6.4.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 39.58 5426.15 214741.89
HALF BRICK MASONRY
6.130 10 Half brick masonry with F.P.S. bricks of class designation
7.5 in superstructure above plinth level up to floor V level.
6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 130.03 665.80 86575.31
6.150 11 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 130.03 69.50 9037.22
MARBLE & GRANITE WORK
8.200 12 Providing and fixing 18 mm thick gang saw cut, mirror
polished, premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills , facias and
similar locations of required size, approved shade, colour
and texture laid over 20 mm thick base cement mortar 1:4
(1 cement : 4 coarse sand), joints treated with white cement,
mixed with matching pigment, epoxy touch ups, including
rubbing, curing, moulding and polishing to edges to giverubbing, curing, moulding and polishing to edges to give
high gloss finish etc. complete at all levels.
8.2.2 Granite of any colour and shade
8.2.2.2 a Area of slab over 0.50 sqm sqm 12.96 3907.40 50639.90
8.600 13 Mirror polishing on marble work/Granite work/stone work
where ever required to give high gloss finish complete. sqm 12.96 212.85 2758.54
ANODISED ALUMINIUM FITTINGS (ALL
FITTINGS SHALL BE ISI MARKED)
9.830 14 Providing and fixing IS : 3564 marked Aluminium die cast
body tubular type universal hydraulic door closer with
necessary accessories and screws etc. complete. Each 48.00 753.75 36180.00
9.960 15 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 : Each 96.00 229.65 22046.00
9.96.1 300x16 mm
9.100 16 Providing and fixing aluminium handles ISI marked
anodised (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 a 125 mm each 120.00 69.80 8376.00
9.100.2 b 100 mm each 96.00 55.10 5289.60
9.101 17 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.
9.101.2 Twin rubber stopper each 48.00 83.95 4029.60
9.103 18 Providing and fixing bright finished brass 100 mm mortice
latch and lock ISI marked with six levers and a pair of
anodised (anodic coating not less than grade AC 10 as per
IS : 1868) aluminium lever handles with necessary screws
etc. complete (Best make of approved quality). each 48.00 815.45 39141.60
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 3 of 26
Page 5
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
9.108 19 Providing and fixing PTMT Tower Bolts with 12 mm one
piece rod inside and necessary screws etc., complete.
9.108.1 a 152x42x18 mm weighing not less than 60 gms each 150.00 88.50 13275.00
9.108.2 b 202x42x18 mm weighing not less than 78 gms each 120.00 113.65 13638.00
9.119 20 Providing and fixing factory made P.V.C. door frame of
size 50x47 mm with a wall thickness of 5 mm, made out of
extruded 5mm rigid PVC
foam sheet, mitred at corners and joined with 2 Nos of 150
mm long brackets of 15x15 mm M.S. square tube, the
vertical door frame profiles to be reinforced with 19x19
mm M.S. square tube of 19 gauge, EPDM rubber gasket
weather seal to be provided through out the frame. The
door frame to be fixed to the wall using M.S. screws of
65/100 mm size, complete as per manufacturer’s
specification and direction of Engineerin-Charge. m 79.20 458.95 36348.84
9.124 21 Providing and fixing factory made 30 mm thick door
shutter made of solid PVC foam profile. The styles & rails
shall be of size 75 mm x 30 mm having wall thickness 5
mm. The styles, top & bottom rails shall have one side wall
thickness of 15 mm integrally extruded on the hinge side of
the profile for better screw holding power. The styles and
rails shall be reinforced with M.S. tubes of size 33 mm x 17
mmx 1 mm, painted with primer , all four corners of
reinforcement to be welded or sealed. Solid PVC extruded
bidding (push fit type) will be set inside the styles and the
rails with a cavity, to receive single piece extruded 5 mm
PVC sheet as panel. The styles and rails will be mitred cut
and joint with the help of PVC solvent cement & self drivenand joint with the help of PVC solvent cement & self driven
self tapping screws. Single piece extruded solid PVC lock
rail of size 100 mm x 30 mm with wall thickness 5 mm &
15 mm integrally extruded in the middle of the lock rail &
fixed with styles with the help of PVC solvent cement &
self driven self tapping screws of size 100 mm x 8 mm
complete as per manufacturer's specifications and direction
9.124.1 a Non decorative finish sqm 25.20 2691.55 67827.06
STEEL WORK
9.200 22
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 veneers on both faces of shutters.
9.20.135 mm thick including ISI marked Stainless Steel butt
hinges with necessary screws sqm 147.30 2,606.45 383930.09
9.480 23
Providing and fixing M.S. grills of required pattern in
frames of windows etc. with M.S. flats, square or round
bars etc. including priming coat with approved steel primer
all complete.
9.48.2Fixed to openings /wooden frames with rawl plugs screws
etc. kg 4926.57 116.90 575915.54
10.140 24 Providing and fixing pressed steel door frames conforming
to IS: 4351, manufactured from commercial mild steel
sheet of 1.60 mm thickness, including hinges, jamb, lock
jamb, bead and if required angle threshold of mild steel
angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by
mechanical means, including M.S. pressed butt hinges 2.5
mm thick with mortar guards, lock strike plate and shock
absorbers as specified and applying a coat of approved steel
primer after pre-treatment of the surface as directed by
10.14.2 Profile C
10.14.2.1 Fixing with carbon steel galvanised dash fastener of
required dia and size (to be paid for separately) m 1553.30 400.95 622795.64
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 4 of 26
Page 6
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
10.110 25 Providing and fixing factory made ISI marked steel glazed
doors, windows and ventilators, side /top /centre hung, with
beading and all members such as F7D, F4B, K11 B and
K12 B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and
riveted, including providing and fixing of hinges, pivots,
including priming coat of approved steel primer, but
excluding the cost of other fittings, complete all as per
approved design, (sectional weight of only
steel members shall be measured for payment).
10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement
concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal kg 4706.91 114.15 537293.78
KOTA STONE FLOORING
11.260 26 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) :
11.26.1 25 mm thick sqm 1932.79 1141.40 2206086.51
11.310 27 Extra for pre finished nosing in treads of steps of Kota
stone/ sand stone slab. Rm 128.30 75.80 9725.14
11.320 28 Extra for Kota stone/ sand stone in treads of steps and risers
using single length up to 1.05 metre . sqm 68.30 16.90 1154.27using single length up to 1.05 metre . sqm 68.30 16.90 1154.27
CERAMIC GLAZED TILES
11.360 29 Providing and fixing Ist quality ceramic glazed 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. sqm 98.63 836.65 82515.86
VITRIFIED FLOOR TILES
11.410 30 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. sqm 169.05 1405.95 237675.85
11.41.2 Size of Tile 600x600 mm
12.400 Providing ridges or hips of width 60 cm overall width plain
G.S. sheet fixed with polymer coated J. or L hooks, bolts
and nuts 8 mm dia G.I. limpet and bitumen washers
12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² M 30.00 502.75 15082.50
12.110 Extra for providing and fixing wind ties of 40x 6 mm flat
iron section. M 150.00 113.75 17062.50
FINISHING
CEMENT PLASTER (IN FINE SAND)
13.100 31 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement : 4 fine sand) sqm 360.99 163.35 58967.77
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 5 of 26
Page 7
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
13.200 32 15 mm cement plaster on the rough side of single or half
brick wall of mix :
13.2.2 1:6 (1 cement: 6 fine sand) sqm 634.25 172.80 109598.43
6MM CEMENT PLASTER
13.160 33 6mm cement plaster to ceiling of mix :
13.16.1 1:3 (1 cement : 3 fine sand) sqm 964.03 134.70 129854.66
13.480 34Finishing with deluxe multi surface paint syestem for
imteriors and exterier using primer as manufacturur
13.48.2
painting wood work with deluxe multi surface paint of
required shade.two or more coat [email protected] /10 sqm
over an under coat of primer [email protected] /10 ltr sqm of
approved brand and manufacture sqm 147.30 88.2 12991.86
13.520 35
Finishing with Epoxy paint (two or more coats) at all
locations prepared and applied as per manufacturer's
specifications including appropriate priming coat,
preparation of surface, etc. complete.
13.52.1 On steel work sqm 147.30 116.55 17167.82
INTERIOR FINISHING
13.410 36 Distempering with oil bound washable distemper of
approved brand and manufacture to give an even shade :
13.41.1 New work two coats over and including priming coat with
cement primer. sqm 4391.36 89.70 393905.09
EXTERIOR FINISHING
13.800 37 Providing and applying white cement based putty of
average thickness 1 mm, of approved brand andaverage thickness 1 mm, of approved brand and
manufacturer, over the plastered wall surface to prepare the
surface even and smooth complete. sqm 4621.54 89.65 414320.65
13.470 38 Finishing walls with Premium Acrylic Smooth exterior
paint with Silicone additives of required shade :
13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10
sqm over and including priming coat of exterior primer
applied @ 2.20 kg/ 10 sqm) sqm 3296.52 94.95 313004.23
13.620 39 Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
13.62.1 Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture sqm 368.25 106.25 39126.56
DEMOLISHED ITEM
15.300 40 Demolishing R.C.C. work manually/ by mechanical means
including stacking of steel bars and disposal of
unserviceable material within 50 metres lead as per
direction of Engineer - in- charge. Cu.m 113.12 1302.30 147319.97
15.500 41 Extra for cutting reinforcement bars manually/ by
mechanical means in R.C.C. or R.B. work (Payment shall
be made on the cross sectional area of R.C.C. or R.B. work)
as per direction of Engineer -in -charge. sqm 491.84 450.45 221548.76
15.700 42 Demolishing brick work manually/ by mechanical means
including stacking of serviceable material and disposal of
unserviceable material within 50 metres lead as per
direction of Engineer-in-charge.
15.7.4 In cement mortar Cum 157.42 754.10 118711.74
15.120 43 Dismantling doors, windows and clerestory windows (steel
or wood) shutter including chowkhats, architrave, holdfasts
etc. complete and stacking within 50 metres lead :
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 6 of 26
Page 8
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
15.12.1 a Of area 3 sq. metres and below each 158.10 141.25 22331.63
15.12.2 b Of area beyond 3 sq. metres each 8.16 193.85 1581.82
15.230 44 Dismantling tile work in floors and roofs laid in cement
mortar including stacking material within 50 metres lead.
15.23.1 For thickness of tiles 10 mm to 25 mm sqm Sq.m 267.68 28.20 7548.48
15.260 45 Demolishing brick tile covering in terracing including
stacking of serviceable material and disposal of
unserviceable material within50 metres lead. Sq.m 876.39 40.80 35756.70
15.270 46 Demolishing mud phaska in terracing and disposal of
material within 50 metres lead. Cu.m 87.64 334.60 29324.00
15.420 47 Dismantling C.I. or asbestos rain water pipe with fittings
and clamps including stacking the material within 50
15.42.2 a 100 mm dia pipe RM 240.00 28.60 6864.00
14.430 48 Removing white or colour wash by scrapping and sand
papering and preparing the surface smooth including
necessary repairs to scratches etc. complete Sq.m 4254.39 7.60 32333.33
ALUMINIUM WORK
21.300 49 Providing and fixing glazing in door, window, ventilator
shutters and partitions etc. with EPDM rubber / neoprene
gasket etc. complete as per the architectural drawings and
the directions of engineer-in-charge. sqm 265.70 1054.20 280095.67
21.3.2 With float glass panes of 5.50 mm thickness
21.100 50 Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/ appropriate Z sections and other sections
of approved make conforming to IS: 733 and IS : 1285,
fixed with rawl plugs and screws or with fixing clips, or
with expansion hold fasteners including necessary filling up
of gaps at junctions, at top, bottom and sides with required
EPDM rubber/neoprene gasket etc. Aluminium sections
shall be smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle,
Aluminium snap beading for glazing / paneling, C.P. brass
/ stainless steel screws, all complete as per architectural
drawings and the directions of Engineer-in-charge. (Glazing
and paneling to be paid for separately) :
21.1.1 a For fixed portion
21.1.1.3 Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron) kg 18.38 385.10 7076.21
21.1.2 b For Openable portion
21.1.2.3 Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron) kg 55.13 443.20 24431.40
WATER PROOFING
22.500 51 Providing and laying water proofing treatment in sunken
portion of WCs, bathroom etc., by applying cement slurry
mixed with water proofing cement compound consisting of
applying : a) First layer of slurry of cement @ 0.488 kg/sqm
mixed with water proofing cement compound @ 0.253
kg/sqm. This layer will be allowed to air cure for 4 hours.
b) Second layer of slurry of cement @ 0.242 kg/sqm mixed
with water proofing cement compound @ 0.126 kg/sqm.
This layer will be allowed to air cure for 4 hours followed
with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints,
corners, junctions of pipes and masonry with polymer sqm 115.39 283.10 32666.34
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 7 of 26
Page 9
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
MR 52 Plastering and repairing the surface .After removing the
kota stone and bedding mortar the surface is to be plastered
with KEM PROOF/Sika Top 77/POWERCRETE or
equivalent (Acrylic emulsion and water proof addictive with
having a density 1.03 kg/ltr at 27deg C and solid content
40%) modified cement moratr.It will be applied with
aproportion of 1:4 by volume of additive to water.
Waterproofing Treatment :
Surface preparation: Cleaning all loose particles like
cement, sand, and substrate making than even surface free
from dust, dirt, grease using the steel/nylon wire brush for
cleaning.
Surface to be treated should be sound, clean and free from
dirt oil and other loose material. Washing the surface with
adequate water ensuring complete cleaning.
Treatment :
Providing and applying two coats of elastomeric, single
component Polyurethane based, liquid applied waterproof
coating membrane system with fiber glass mesh after
application of priming material as per manufacturer’s
specification on the prepared substrate. There should be
minimum interval of 4-6 Hrs after between priming the
surface and waterproof PU based membrane coating.
Interval between two coats of PU based coating membrane
should be minimum 12 Hrs.
Immediately after the 2nd and final coat on the surface
spray of fine washed sand to be done @6 CUDM/Sqm
Details of PU based coating :
Standard Compliance : ASTM D412, E96-05, ASTM Standard Compliance : ASTM D412, E96-05, ASTM
G154, ASTM836-05, ASTM 836-84M, BS 476: Part III,
ISO 1523,1983 /ASTM 836-89, / ASTM 836-84, C-898.
Product Base : Polyurethane
Tack free time : 12-24 Hrs., Touch Dry 20°C 50% RH.
Tensile Strength : minimum 2.0
Elongation : minimum 500% Plus. After the above coating laying of average 50mm thick PCC
over the coating and finishing smooth and mixing of rich
polymer of 40% @1kg per bag of cement (Polymer solid
contents as per ASTM C1059),ensuring that screed gently
slopes towards the rain watewr pipe. sqm 1214.45 1250.00 1518059.94
Surface to be treated should be sound, clean and free from
dirt oil and other loose material. Washing the surface with
adequate water ensuring complete cleaning.
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 8 of 26
Page 10
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
BILL OF QUANTITY (BLOCK A) FOR NIT RAIPUR
CIVIL WORKS
9.510 53 Providing and fixing fly proof galvanized M.S. wire gauge
to windows and clerestory windows using wire gauge with
average width of aperture 1.4 mm in both directions with
wire of dia 0.63 mm all complete.
9.51.2 With 12 mm mild steel U beading sqm 261.50 578.30 151222.56
M.R 54 Providing and laying light cinder filling under floors of
toilets and kitchen and other sunken roofs rammed and
compacted complete. cum 40.96 579.00 23714.22
M.R 55 Providing & laying, polished 18mm to 20mm thick Granite
flooring with water absoption,s less than 0.08% and
conforming to IS : 15622 of approved make in all colours
and shade , laid on 20 mm thick cement mortar 1:4 ( 1
cement : 4 coarse sand ) including grouting the joint with
white cement and mathching pigment etc. sqm 12.96 4270.00 55339.20
9658075.00 230276.00
9888351.00
Architects- STHAPATI Associates Pvt. Ltd. Page No:- 9 of 26
Page 11
S. No. CODE DESCRIPTION QTY.UNI
TRATE
D.S.R. ITEM N.S. ITEM
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)1.1 1.10 Wiring for light point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable in surface /
recessed medium class pvc conduit, with modular switch,
modular plate, suitable GI box and earthing the point with
1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc as required.1.1.a 1.10.3 Group C 360 Point 718.00 258480.00
1.2 1.10 Wiring for fan point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable in surface / recessed
medium class pvc conduit, with modular switch, modular
plate, suitable GI box and earthing the point with 1.5
sq.mm. FRLS PVC insulated copper conductor single core
cable etc as required.1.2.a 1.10.3 Group C 130 Point 718.00 93340.00
1.3 1.10 Wiring for exhaust fan point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable in surface /
recessed medium class pvc conduit, with modular switch,
modular plate, suitable GI box and earthing the point with
1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc as required.1.3.a 1.10.3 Group C 25 Point 718.00 17950.00
1.4 1.10 Wiring for call bell point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable in surface /
recessed medium class pvc conduit, with modular switch,
modular plate, suitable GI box and earthing the point with
1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc as required.1,4,a 1.10.3 Group C 0 Point 718.00 0.00
1.5 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS 24 Point 770.00 18480.00
ESTIMATE FOR NIT HOSTEL ( A &B) Raipur(C.G)
AMOUNT (RS.)
1.5 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS
PVC insulated copper conductor single core cable in
surface / recessed PVC conduit, 2 way modular switch,
modular plate, suitable GI box and earthing the point with
1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc as required.
24 Point 770.00 18480.00
1.6 1.14 Wiring for circuit/ submain wiring alongwith earth wire
with the following sizes of FRLS PVC insulated copper
conductor, single core cable in surface/ recessed medium
class PVC conduit as required1.6.a 1.14.1 2X1.5 Sqmm+1X1.5 sqmm earth wire 200 Meter 106.00 21200
1.6.b 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 2596 Metre 131.00 340076.00
1.6.c 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 110 Metre 162.00 17820.00
1.6.d 1.14.10 4 X 10 sq. mm + 2 X 10 sq. mm earth wire 250 Metre 597.00 149250.00
1.6.e 1.14.11 4 X 16 sq. mm + 2 X 16 sq. mm earth wire 210 Metre 883.00 185430.00
1.6.f 1.14.4 2X6 6Sqmm+1X6 Sqmm earth Wire 240 Meter 221.00 53040.00
1.6.g NA Additional payment Usind Recommended Company FRLS
ISI Single Core Multi Stranded wire in place of ISI wire in
CPWD Point & Circuit Wiring Items
As Per
Site
Meter 10% of
Related
Items RateTOTAL SUB HEAD (I) 1,155,066.00 0
SUB HEAD (II):- ERECTION OF LIGHTING
FIXTURES AND FANS2.1 1.41 Installation, testing and commissioning of pre-wired,
fluorescent fitting / compact fluorescent fitting of all types,
complete with all accessories and tube etc. directly on
ceiling/ wall, including connection with 1.5 sq. mm FRLS
PVC insulated, copper conductor, single core cable and
earthing etc. as required.
184 Each 91.00 16744.00
2.2 1.45 Installation, testing and commissioning of ceiling fan,
including wiring the down rods of standard length (upto 30
cm) with 1.5 sq. mm FRLS PVC insulated, copper
conductor, single core cable, including providing and fixing
phenolic laminated sheet cover on the fan box etc. as
130 Each 122.00 15860.00
2.3 1.46 Installation, testing and commissioning of resistance type
ceiling fan regulator, in existing switch box including
connection with 1.5 sq. mm FRLS PVC insulated, copper
conductor, single core cable, earthing the regulator etc. as
required.
130 Each 52.00 6760.00
10 of 26
Page 12
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)2.4 The fixing and testing of lighting fixture shall include
connection with 3 x 1.5 sqmm flexible fire retardant copper
connecting wire of required length complete with all
accessories, control gears, transformer, including screws,
nuts, wooden cleats, making hole in wall or ceiling and
making good the same as required.
\
2.4.a NA Down lighter luminaire of all types with all
accessories directly on recess
104 Each 75.00 7800
2.4.b NA Mirror type light fittings of all types with all accessories
directly on recess
16 Each 20.00 320
NA Wall Bracket CFL 56 Each 20.00 1120
2.5 1.33 Supplying and fixing 3 pin, 5 amp ceiling rose on the
existing junction box/ wooden block including connection
etc as required.
130 Each 43.00 5590.00
2.6 1.50 Installation of exhaust fan in the existing opening,
including making good the damage, connection, testing,
commissioning etc. as required.2.6.a 1.50.1 Upto 450 mm sweep 25 Each 204.00 5100.00
2.7 1.51 Extra for fixing the louvers/ shutters complete with frame
for a exhaust fan of all sizes.
25 Each 90.00 2250.00
2.8 1.31 Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
providing and fixing 3 pin 5/6 amps modular socket outlet
and 5/6 amps modular switch, connection etc. as required.
(For light plugs to be used in non residential buildings).
177 Each 303.00 53631.00
2.9 1.32 Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
providing and fixing 6 pin 5/6 & 15/16 amps modular
socket outlet and 15/16 amps modular switch, connection
11 Each 395.00 4345.00
2.1 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial
type, socket outlet, with 2 pole and earth, metal enclosed
plug top alongwith 20 amps "C" curve, SP, MCB, in sheet
steel enclosure, on surface or in recess, with chained metal
12 Each 954.00 11448.00
steel enclosure, on surface or in recess, with chained metal
cover for the socket out let and complete with connections,
testing and commissioning etc. as required.TOTAL SUB HEAD (II) 121728.00 9240.00
SUB HEAD (III):- TELEPHONE, TELEVISION AND
DATA NETWORK3.1 1.21 Supplying and fixing of following sizes of PVC conduit
along with the accessories in surface / recess including
cutting the wall and making good the same in case of
recessed conduit as required: (For Telephone / T.V. 3.1.a 1.21.1 20mm 100 Meter 53 5300
3.1.b 1.21.2 25mm 100 Meter 65 6500
3.2 1.24 Supplying and fixing following modular switch/ socket on
the existing modular plate & switch box including
connections but excluding modular plate etc. as required.
3.2.a 1.24.6 Telephone socket outlet 0 Each 95.00 0.00
3.2.b 1.24.7 TV antenna socket outlet 2 Each 94.00 188.00
3.3 1.27 Supplying and fixing following size/ modules, GI box
alongwith modular base & cover plate for modular switches
in recess etc as required.3.3.a 1.27.1 1 or 2 Module (75mmX75mm) 2 Each 166.00 332.00
3.4 1.18 Supplying & drawing telephone wire following pair, 0.5 sq
mm FRLS PVC insulated annealed copper conductor,
unarmoured telephone cable in the existing surface /
recessed PVC conduit as required.3.4.a 1.18.2 2 Pair 0 Meter 18 0.00
3.4.b N.A 10 Pair 0 Meter 68.00 0
3.5 1.19 Supplying & drawing co-axial TV cable RG-6 grade, 0.7
mm solid copper conductor PE insulated, shielded with fine
tinned copper braid and protected with PVC sheath in the
existing surface / recessed conduit as required.
50 Meter 28 1400.00
3.6 Providing, fixing, connecting & testing of Krone box
(Telephone Tag Block) in a thermoplastic, IP 65 (weather
proof) enclosure, internally embedded gasket, anti
corrosive, insulated and shock proof with provision for
cable through IP 65 glands complete in all respects. 3.6.a N.A 10 pairkrone 0 Each 844.00 0
11 of 26
Page 13
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)3.7 N.A Supply & installation of Cat 6 information outlet
complying fully or exceeding with category 6 connecting
hardware specification for all pair combination upto 250
MHz. Outlets shall use lead frame technology, non PCB
pyramid type. (Blue in colour for data).
0 Each 330.00 0.00
3.8 N.A Supply & Installation of single port face plates along with
clearly printed lables and holders.
0 Each 192.00 0.00
3.9 Providing, drawing, connecting and testing of enhanced
category 4 pair LAN (local area network) cable, UL and
CUL listed, in existing MS/PVC conduit or floor raceways
including connections etc as required complete in all 3.9.a N.A CAT- 6 network cable 0 Meter 78.00 0.00
3.11 1.38 Supplying and fixing call bell/ buzzer suitable for single
phase,230 volts, complete as required.
0 Each 61.00 0.00
TOTAL SUB HEAD (III) 13,720.00 0.00
SUB HEAD (IV):- SUPPLY OF LIGHTING
FIXTURES AND FANS(The sample of all lighting fixtures & fans should be
approved by Engineer In charge or Architect before
procurement)4.1 Supply of Recess mounted 600 X600 mm Module 2
X36 watt Compact CFL type Mirror optic Fitting with
required CFL lamps, control gear box etc. complete
in all respect as required as per the standard
catalogue item. Make: philps or equivalent
4.1.a N.A. FBS 300 2XPL-L36 W P EBT 36 Nos 6954.00 250,344.00
4.2 Supply of Wall mounted Deco Battons T-5 type Fitting
with T-5 lamps, control gear box etc. complete in all
respect as required as per the standard catalogue item.
Make: Phillips or equivalent(TCS019 1xTL-D 36W EBT)Make: Phillips or equivalent(TCS019 1xTL-D 36W EBT)4.2.a N.A. 1 x 36W T-5 surface mounted 148 Nos 749.00 110,852.00
4.3 Supply of recess mounted CFL type ceiling light fixtures
down lighter with required nos. lamps etc. complete in all
respect as required as per the standard catalogue item.4,3,b N.A. 18W 104 Nos 1605.00 166,920.00
N.A. Supply of 14 Watt Wall Bracket CFL 56 Nos 227.00
4.4 Supply of wall mounted Mirror type light fixtures with
required nos. lamps etc. complete in all respect as required
as per the standard catalogue item.4.4.a N.A. 2x13W 16 Nos 1109.66 17,754.55
4.5 Supply of AC 230/250 volts, 50Hz ceiling fan with
standard down rod, blades, 2 nos caps etc. complete. Make:
Havells or equivalent4.5.a N.A. 1200 mm sweep 130 Nos 2942.00 382,460.00
4.6 Supply of AC 230/250 volts, 50Hz exhaust fans including
providing nuts, bolts, mounting frame and other accessories
etc. complete (Havells make or equivalent)4,6,a N.A. 250 mm sweep 25 Nos 2213.00 55,325.00
TOTAL SUB HEAD (IV) 0.00 983,655.55
SUB HEAD (V):- DISTRIBUTION BOARDS, MCB'S
AND POWER DISTRIBUTION SYSTEM
5.1 N.A Design, manufacture, supply, installation, testing and
commissioning of main distribution board fabricated out of
14 SWG sheet steel, wall / floor mounting type, with seven
tank treatment process followed by powder coat painting
having a paint thickness of 60 microns., 415 V electrolitic
Al. Bus bar having short circuit current is 50kA and,
removable gland plates as per SLD . including connection
with outgoing feeders complete in all respect. panels will
be provided with suitable gasket to make it dust/vermin The above board shall be complete with 3 nos. phase
indicating lights, flush mounted Ammeter, Voltmeter, CT's,
PT's selector switches, protective fuses etc. at Incomer with
all inter connetions by min. 2.5 sq mm Copper wires.Main panel 1 SET 504791.90 504791.90
INCOMER:
400 Amp FP MCCB 36 KA
250 Amp FP MCCB 36 KA
12 of 26
Page 14
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)BUS BAR: 600 AMP TPN AL.
Automatic Change Over : 600 A Manual Change Over
OUTGOINGS:
100A FP MCCB 36kA 4 nos
63A FP MCCB 36kA 1 nos
63A TP MCB 36kA 2 nos
40A TP MCB 36kA 4nos
5.3 N.A Supply, installation, testing and commissioning of weather
and vermin proof outdoor type External Lighting feeder
pillar (IP-65) fabricated from 14 SWG thick CRCA sheet
steel construction suitable for 3 phase, 4 wire, 415 volt, 50
Hz A.C. distribution complete with Al. bus bars, switch
fuse unit, timer, contactor, fitting with fuse link, locking
arrangement complete as per specification required.INCOMER:-
1 No. 100 Amp. TPN MCCB with neutral link.
1 set of time switch contactor push button changeover
switch etc. complete as per drawing suitable for automatic
operation of external lighting.BUS BAR : 200AMP TPN Al.
OUTGOING :-
1 No. 63 Amp. TPN MCB with neutral link.
5 No. 32 Amp. TPN MCB with neutral link.
20 mm x 3mm GI earth busbar to be fixed inside the pillar
and for connection outside earth strip on both sides of pillar
earthing
1 Set 109080 109080
5.4 NA Supply Installation Testing & Commissioning of Out door
Type weather and insect proof pole mounted distribution
junction box Made out of 14 SWG CRCA Sheet steel
construction with approved Colour paintrd having
following incomer and out going
30 SEt 8211 246340
following incomer and out going
1 Nos Incomer MCB Isolator 32 Amp
1 Nos Outgoing Singal pole MCB 10 Amp
Internaly cnnected with 16 Sqmm Flexible PVC Insulatrd
FR Copper conductor.5.4 2.5 Supplying and fixing of following ways surface/ recess
mounting, vertical type, 415 volts, TPN MCB distribution
board of sheet steel, dust protected, duly powder painted,
inclusive of 200 amps tinned copper bus bar, common
neutral link, earth bar, din bar for mounting MCB's (but
without MCB's and incomer ) as required . (Note : Vertical
type MCB TPDB is normally used where 3 phase outlets 5,4,a 2.5.4 4 way (4 + 12), Double door 1 Each 4478 4478.00
2.5.5 8 Way(4+24) Double Door 1 5641 5641.00
5.5 2.4 Supplying and fixing following way, horizontal type three
pole and neutral, sheet steel, MCB distribution board, 415
volts, on surface/ recess, complete with tinned copper bus
bar, neutral busbar, earth bar, din bar, interconnections,
powder painted including earthing etc. as required. (But
without MCB/ RCCB/
Isolator)5,5,b 2.4.5 6 way (4 + 18), Double door 1 Each 2636 2636.00
5,5,c 2,4,4 4 way (4 + 12), Double door 1 Each 2175 2175.00
2.4.6 8 Way(4+24) Double Door 6 Each 3148 18888
5.6 N.A Supplying and fixing following rating, four pole, 415 volts,
MCCB in the existing MCB DB complete with
connections, testing and commissioning etc. as required.5,6,a N.A 100 amps FP MCCB 2 Each 11189.00 22378.00
5,6,c N.A 63 amp FP MCB 16 Each 2190.07 35041.18
5,6,d N.A 40 amp FP MCB 4 Each 2190.07 8760.30
5.7 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415
volts, "C" curve, miniature circuit breaker suitable for
inductive load of following poles in the existing MCB DB
complete with connections, testing and commissioning etc. 5,7,a 2.10.1 Single pole 148 Each 169 25012.00
5.8 2.11 Supplying and fixing single pole blanking plate in the
existing MCB DB complete etc. as required.
14 Each 7 98.00
TOTAL SUB HEAD (V) 58928.00 926391.34
SUB HEAD (VI):- EXTERNAL LIGHTING
13 of 26
Page 15
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)6.1 N.A Supply of pole mounted Street Light for external lighting
suitable for CDMT lamps complete with required nos.
lamps and control gear etc. complete as required as per the
standard catalogue item.6.1.a N.A BGWRL 150 SV FFG (MH T 150W) 7 Each 9528.00 66696
6.2 N.A Supply of pole mounted post top lantern for external
lighting suitable for CDMT lamps complete with required
nos. lamps and control gear etc. complete as required as
per the standard catalogue item.6,2,a N.A SPC101 1xSON70W E 19 Each 6161.00 117059
6.3 N.A Supply of bollard garden light suitable for CFL lamps
complete with required nos. lamps, control gear etc.
complete as required as per the standard catalogue item.6,3,a N.A HCS 360 1xPLC/2P18W GR 20 Each 7241.00 144820
6.4 N.A Installation, testing and commissioning of Street Light with
required lamps complete with control gear box, ballast,
capacitor etc. including connection with 3 x 1.5 sq.mm
flexible fire retardant copper connecting wire of required
length complete as required.
7 Each 400 2800
6.5 N.A Installation, testing and commissioning of CDMT type post
top lantern with required lamps complete with control gear
box, ballast, capacitor etc. including connection with 3 x
1.5 sq.mm flexible fire retardant copper connecting wire of
required length complete as required.
19 Each 400 7600
6.6 N.A Installation, testing and commissioning of CFL type bollard
garden light fixtures with required lamps, control gear box,
including connection with 3 x 1.5 sq.mm flexible fire
retardant copper connecting wire of required length
complete as required.
20 Each 300 6000
6.7 N.A Supply and fixing of steel tubular pole 7.50 m long of
designation 410 SP-6 fixed in 1:3:6 cement concrete
foundation, including excavation, back filling etc. complete
in all respects.
7 Each 6000.00 42000
6.8 NA Supply and fixing of GI Octagonal GI 11 Mtr Pole
Complete with all acessories like base plate foundation
acessories top canopy for high mast light mounting
etc.fixed in 1:3:6 cement concrete foundation, including
4 Each 21900.00 87600
6.9 N.A Supply and fixing of steel tubular pole 4.50 m long of
designation 410 SP-6 fixed in 1:3:6 cement concrete
foundation, including excavation, back filling etc. complete
in all respects.
19 Each 5764.00 109516
7 11.4 Erection of steel tubular or rail pole strut in cement
concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 40 mm nominal size ) foundation including
excavation and refilling and secured with holding clamps,
bolts, nuts, etc. as required.
26 Each 4318 112268.00
7.10 Supply of Façade Lighting Luminaries integral flood light(
Fitting+Controll gear+Bulb) single piece pressure die cast
aluminiam housing toughned glass cover (IP65 ) ingress
protection and rectangular reflacter for planer symetic
optical distribution.
16 Each 10544.00 168704
SWF33I IXSONT250W S
7.11 Installation and commissioning of Flood Light Luminaries
with all acessories in suitale high angle frame stand
Complete in All Respect etc.
16 Each 1000 16000
7.12 Supply And Fixing of angle frame stand made 25 X 5 mm
angle for flood Light
16 Each 3000 48000
TOTAL SUB HEAD (VI) 112268.00 816795.00
SUB HEAD (VII):- Cable and its Laying
7.1 N.A. Supply of ISI marked XLPE insulated cable as per IS
7098, armoured, served, sheathed 1100 volts grade,Make:-
(Havells or Equivalent)7.1.a N.A. 3.5CX400 Sqmm Al XLPE insulated Armoured Cable 140 Metre 2577.00 360,780.00
7.1.c N.A. 3.5CX150 Sqmm Al XLPE insulated Armoured Cable 140 Metre 1075.00 150,500.00
7.1.d N.A. 3.5CX70 Sqmm Al XLPE insulated Armoured Cable 290 Metre 585.00 169,650.00
7.1.e N.A. 3.5CX35 Sqmm Al XLPE insulated Armoured Cable 50 Metre 323.00 16,150.00
7,1,h N.A. 4CX16 Sqmm AL XLPE insulated Armoured Cable 500 Metre 218.00 109,000.00
7,1,g N.A. 3CX16 Sqmm AL XLPE insulated Armoured Cable 50 Metre 184.00 9,200.00
14 of 26
Page 16
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)7.2 7.1 Laying of one number PVC insulated and PVC sheathed /
XLPE power cable of 1.1 KV grade of following size direct
in ground including excavation, sand cushioning, protective
covering and refilling the trench etc as required.7.2.a 7.1.1 Upto 35 sq. mm 600 Metre 195.00 117000.00
7.2.b 7.1.2 Above 35 sq. mm and upto 95 sq. mm 300 Metre 202.00 60600.00
7.2.c 7.1.3 Above 95 sq. mm and upto 185 sq. mm 150 Metre 210.00 31500.00
7.2.d 7.1.4 Above 185 sq. mm and upto 400 sq. mm 150 Metre 233.00 34950.00
7.3 9.1 Supplying and making indoor end termination with brass
compression gland and aluminium lugs for following size
of PVC insulated and PVC sheathed / XLPE aluminium
conductor cable of 1.1 KV grade as required.7.3.a 9.1.31 3½ X 400 sq. mm (82mm) 2 Each 1369.00 2738.00
7.3.c 9.1.26 3½ X 150 sq. mm (50mm) 2 Each 576.00 1152.00
7.3.d 9.1.23 3½ X 70 sq. mm (38mm) 4 Each 382.00 1528.00
7.3.e 9.1.21 3½ X 35 sq. mm (32mm) 2 Each 270.00 540.00
7,3,f 9.1.33 4 X 16 sq. mm (28mm) 16 Each 245.00 3920.00
TOTAL SUB HEAD (VII) 253,928.00 815,280.00
SUB HEAD (VIII):- EARTHING
8.1 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3
mm thick including accessories, and providing masonry
enclosure with cover plate having locking arrangement and
watering pipe of 2.7 metre long etc. with charcoal/ coke
and salt as required.
2 Set 9292.00 18,584.00
8.2 5,4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm
thick including accessories, and providing masonry
enclosure with cover plate having locking arrangement and
watering pipe of 2.7 metre long etc. with charcoal/ coke
10 Set 4490.00 44,900.00
8.3 5.10 Providing and fixing 25 mm X 5 mm copper strip in 40 mm
dia G.I. pipe from earth electrode including connection
with brass nut, bolt, spring, washer excavation and re-
filling etc. as required.
20 Metre 1082.00 21,640.00
8.4 5,11 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm
dia G.I. pipe from earth electrode including connection
with G.I. nut, bolt, spring, washer excavation and re-filling
100 Metre 421.00 42,100.00
8.5 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia
including
accessories, and providing masonry enclosure with cover
plate
having locking arrangement and watering pipe etc. with
6 Nos 3926.00 23,556.00
8.6 5.12 Providing and laying earth connection from earth electrode
with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from
earth electrode
including connection with G.I. thimble excavation and
60 Meter 151.00 9,060.00
TOTAL SUB HEAD (VIII) 159,840.00 0.00
SUB HEAD (IX) : LIGHTNING CONDUCTORS
9.1 6.1 Providing and fixing of lightning conductor finial, made of
25 mm dia 300 mm long, copper tube, having single prong
at top, with 85 mm dia 3 mm thick copper base plate
including holes etc. complete as required.
1 Each 764.00 764.00
9.2 6.4 Jointing copper / G.I. tape (with another copper/ G I tape,
base of the finial or any other metallic object) by riveting /
nut bolting/ sweating and soldering etc as required.
10 Each 72.00 720.00
9.3 6.5 Providing and fixing copper tape 20 mm X 3 mm thick on
parapet or surface of wall for lightning conductor complete
as required.(For horizontal run)
200 Metre 376.00 75,200.00
9.4 6.6 Providing and fixing copper tape 20 mm X 3 mm thick on
parapet or surface of wall for lightning conductor complete
as required.(For vertical run)
80 Metre 406.00 32,480.00
TOTAL SUB HEAD (IX) 109,164.00 0.00
SUB HEAD (X):- MISCELLANEOUS
10.1 2.21 Providing and fixing M.V. danger notice plate of 200 mm
X 150mm, made of mild steel, at least 2 mm thick, and
vitreous enameled white on both sides, and with inscription
in single red colour on front side as required.
2 Each 141 282
10.2 N.A Supply and fixing of shock treatment chart (prescribed
under I.E. rules) duly framed with glass and supported from
back with hard board with supply of all material labour T &
P etc for proper completion of work.
1 Each 1458.00 1458
15 of 26
Page 17
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)10.3 N.A Supply, fixing, testing, commissioning of 1800mm x
900mm x 20mm thick chequered rubber matting of tested
quality to with stand 11 KV dielectric strength complete in
all respects.
1 Each 5787.00 5787
10.4 N.A Supply of 11 KV grade rubber hand gloves in pair as per
IS 4770
2 Each 1104.00 2208
10.5 N.A Supply and fixing of fan box with hexagonal side of
approx. 80mm in length fabricated from 18 SWG MS sheet
incorporating with 10 mm dia MS round bar duly bent for
supportiong fan hanger painted with red oxide and
screwing arrangement with wiring conduit laid in the RCC
roof before concreting along with supply of all materials,
labour, T&P etc. for proper completion of work.
130 Each 122.00 15860
10.6 NA Dismantling of Electrical Existing Lighting Equipment
Like Fitting, Conduit Pipe, Wire,SDB, Switch Board, Fan,
Exhaust, Panel etc And All material hand over to
department in their relative store
1 Job 75000.00 75000
Total Of Sub Head (X) 282 100313
11 NA Supplying of following KVA compact packaged silent type
D.G Set (With acoustic enclosure to reduce the noise level
as per requirements of central pollution control board)
415Volts, 3 phase, 50 Hz AC alternator coupled to diesel
engine complete with all accessories, standard
specifications tool kits, service manual, self starting device,
fly wheel, coupling with guard, V velt, radiator, instrument
panel (starting switch with key, Water Temperature
indicator gauge, Lub OIl Pressure gauge, Lube oil
temperature gauge, Battery Charging AmMetre, indicating
lamp, hour counter etc.), residential type silencer, common
bed plate, anti vibration isolation pads, grouting bolts, first
charge of engine oil, gear oil, high speed diesel oil, 24 voltcharge of engine oil, gear oil, high speed diesel oil, 24 volt
/ 12 volt chargeable battery set with Trickle / Boost Battery
charger complete as required including erecting, testing
and commissioning of following type 415 Volts, 3 phase,
50 Hz. AC alternator coupled to Diesel Engine complete 125 KVA D.G. Set (with fuel tank for 6 hrs full load
operation outside the Canopy)
0 Nos 596000.00 0
TOTAL SUB HEAD (XI) s 0 0
1,984,924.00 3,651,674.89
5636598.89
GRAND TOTAL (I+II+III+IV+V+VI+VII+VIII+IX+X+XI)
Total Electrical Item
16 of 26
Page 18
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)
ISanitary Instatllations
1 17.1 Providing and fixing 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,
Parryware/Hindware/Seabird/Orient (Coral) with all
fittings and fixtures complete including cutting and 17.1.1 White Vitreous china Orissa pattern W.C. pan of size
580x440mm with integral type foot rests each 4.00 3392.80 13571.20
2 17.2 Providing and fixing white vitreous china pedestal
type water closet (European type W.C. pan) with seat
and lid, 10 litre low level white P.V.C. flushing cistern
with manually controlled device (handle lever),
conforming to IS : 7231, Parryware/Hindware/Seabrid
/Orient (Coral) with all fittings and fixtures complete
including cutting and making good the walls and 17.2.2 W.C. pan with ISI marked black solid plastic seat and
lid
each 12.00 3294.05 39528.60
3 17.7.4 Providing & fixing white vitreous china wash basin
with C.I. brackets painted white, 15 mm C.P. brass
pillar taps, C.P. brass chain with rubber plug, 32mm
C.P. brass waste of standerd pattern including cutting
& making good the walls wherever required.
a)White Vitreous China Flat back wash Basin size
550x400 mm with single 15 mm C.P. brass pillar tap. each 16.00 1807.10 28913.60
4 17.28 Providing and fixing P.V.C. waste pipe for sink or
wash basin including P.V.C. waste fittings complete.
17.28.1 Semi rigid pipe
17.28.1.1 32 mm dia each 8.00 76.75 614.00
17.28.1.2 40 mm dia each 6.00 82.60 495.60
5 17.31 Providing and fixing 600x450mm bevelled edge mirror
of superior glass (of approved quality) complete with
6mm thick hard board ground fixed to wooden cleats
with C.P. brass screws and washers complete. each 16.00 793.95 12703.20
6 17.80 Providing and fixing white vitreous china battery
based infrared sensor operated urinal of approx. size
610 x 390 x 370 mm having pre & post flushing with
water (250 ml & 500 ml consumption), having water
inlet from back side, including fixing to wall with
suitable brackets all as per manufacturers
specification and direction of Engineer-in-charge. each 12.00 16724.95 200699.40
7 8.10 Providing and fixing stone slab table rubbed, edges
rounded and polished of size 75x50cm deep and
1.8cm thick fixed in Urinal partitions by cutting a
chase of appropriate width with chase cutter and
embedding the stone in the chase with epoxy grout or
with cement concrete 1:2:4 (1cement: 2coarse sand:
4graded stone aggregate 6mm nominal size) as per
direction of Engineer-in-charge and finished smooth.8.10.2 Granite Stone of approved shade Sqm. 16.00 3263.50 52216.00
8 17.10 Providing and fixing Stainless Steel AISI 304 (18/8)
kitchen sink as per I.S. 13983 with C.I. brackets and
stainless steel plug 40 mm including painting of
fittings and brackets, cutting and making good the
walls wherever required :17.10.1 Kitchen sink with drain board
17.10.1.1 510x1040mm bowl depth 250mm each 2.00 7052.15 14104.30
SCHEDULE OF QUANTITIES FOR PLUMBING WORKS PROPOSED RENOVATION WORK OF HOSTEL BLOCK A FOR N.I.T., RAIPUR (CHATTISGARH)
INTERNAL PLUMBING WORKS
SANITARY INSTALLATIONS & C.P FITTINGS
Page 17 / 26
Page 19
CP Brass fittings
9 18.21 Providing and fixing unplasticised PVC connection pipe
with brass unions
18.21.2 45 cm length
18.21.2.1 15 mm nominal bore each 50.00 68.60 3430.00
10 18.49 Providing and fixing C.P. brass bib cock of approved
quality conforming to IS:8931
18.49.1 a) 15 mm nominal bore each 16.00 459.50 7352.00
11 18.51 Providing and fixing C.P. brass long body bib cock of
approved quality conforming to IS standards and
weighing not less than 690 gms.
18.51.1 a) 15 mm nominal bore each 38.00 610.65 23204.70
12 18.53 Providing and fixing C.P. brass angle valve for basin
mixer and gyser points of approved quality
conforming to IS:893118.53.1 a) 15 mm nominal bore each 38.00 507.70 19292.60
13 18.22 Providing and fixing C.P. brass shower rose with 15 or
20mm inlet18.22.2 150 mm diameter each 16.00 86.35 1381.60
14 Providing and fixing C.P. brass stop cock (concealed)
of standard design and of approved make conforming
to IS:8931:18.52.1 15mm nominal bore each 16.00 619.75 9916.00
TOTAL [I] 427422.80
II
1 Providing & fixing soil, waste and vent pipes.17.35.1.2 a) 100mm dia centrifugally cast iron S & S pipe. Rm. 115.00 917.75 105541.25
17.35.2.2 b) 75mm dia centrifugally cast iron S & S pipe. Rm. 215.00 791.30 170129.50
2 Providing lead caulked joints to sand cast
iron/centrifugally cast (spun) iron pipes & fitting of
diameters.17.58.1 a) 100mm No. 82.00 243.75 19987.50
17.58.2 b) 75mm No. 153.00 205.30 31410.90
3 Providing & fixing M.S. holder bat clamps of approved
design to sand cast iron/centrifugally cast (Spun) iron
S & S pipe embeded in & including cement concrete
blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2
coarse : 4 graded stone aggregate 20mm nominal
size). Including cost of cutting holes & making good
the walls etc.
17.37.1 a) for 100mm dia pipe. No. 30 152.90 4587.00
17.37.2 b) for 75mm dia pipe. No. 55 150.60 8283.00
4 Providing & fixing cast iron trap of self cleansing
design with or without ventarm complete, including
cost of cutting & making good the walls & floors.
17.60.2.1 a) 100mm inlet & 75mm outlet. No. 44.00 1020.90 44919.60
5 Providing & fixing cast iron coller.17.57.1.2 a) 100mm dia. No. 57.00 318.35 18145.95
17.57.2.2 b) 75mm dia. No. 107.00 219.75 23513.25
6 Providing and fixing plain cast iron S & S sanitary 17.39.1.2 a) 100mm Nos. 22.00 335.75 7386.50
17.39.2.2 b) 75mm Nos. 13.00 248.80 3234.40
7 Providing and fixing bend of required degree with
access door, insertion rubber washer 3mm thick, bolts
and nuts complete.17.38.1.2 a) 100mm Each 0.00 385.70 0.0017.38.2.2 b) 75mm Nos. 2.00 318.50 637.00
8 Providing and fixing centrifugaly cast iron single equal
plain junction of required degree. 17.44.1.2 100x100x100mm Nos. 16 576.20 9219.20
17.44.2.2 75x75x75mm Nos. 22 405.60 8923.20
SOIL WASTE & VENT PIPES AND FITTINGS
Page 18 / 26
Page 20
9 Providing and fixing cast iron terminal guard. 17.56.1.2 100 mm Nos. 6 434.50 2607.00
17.56.2.2 75 mm Nos. 11 370.75 4078.25
10 DSR
no.19.2.1
Providing and laying cement concrete 1:5:10(1
cement : 5 coarse sand : 10 graded stone aggregate
20mm nominal size) around P.V.C Soil and waste
pipe including bed concrete as per standard
design(embedded in the flooring / ground)100 mm dia metre 65.00 592.60 38519.00
75 mm dia metre 125.00 340.00 42500.00
11 12.41 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 10mm gap for thermal expansion.
12.41.2 110 mm Metre 145.00 231.65 33589.25
12 12.42 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 10mm gap for thermal expansion. 12.42.5.2 Bend 87.5 degree12.42.5.2 110 mm Bend Each 18.00 161.55 2907.90
12.42.6 Shoe (Plain)12.42.6.2 110 mm Shoe Each 18.00 295.10 5311.80
13 12.43 Providing and fixing unplasticised-PVC pipe clips of
approved design to unplasticised-PVC rain water pipes
by means of 50x50x50 mm hard wood plugs, screwed
with MS 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. 12.43.2 110 mm Each 90.00 189.05 17014.50
14 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 PVC sheet 1m x 1 m x 400 micron,
finished with 12 mm cement plaster 1:3 (1 cement : 3
coarse sand) and a coat of neat
cement,punning,rounding the edges and making and Each 18.00 186.65 3359.70
TOTAL [II] 605805.65
III
1 Providing and fixing GI pipes complete with GI
fittings and clamps, including cutting and
making good walls etc. (internal work).Internal work-Exposed on wall
18.10.1 15mm dia nominal bore Metre 175 215.10 37642.50
18.10.2 20mm dia nominal bore Metre 85 249.30 21190.50
18.10.3 25mm dia nominal bore Metre 75 304.15 22811.25
18.10.4 32mm dia nominal bore Metre 100 343.20 34320.00
18.10.5 40mm dia nominal bore Metre 50 425.65 21282.50
18.10.6 50mm dia nominal bore Metre 75 527.20 39540.00
18.12.7 65mm dia nominal bore Metre 0 524.25 0.00
2 Painting GI pipes and fittings with SYNTHETIC enamel
paint over a ready mixed priming coat, both of
approved quality for new work.18.38.1 15mm dia nominal bore Metre 175 9.60 1680.00
18.38.2 20mm dia nominal bore Metre 85 11.35 964.75
18.38.3 25mm dia nominal bore Metre 75 14.95 1121.25
18.38.4 32mm dia nominal bore Metre 100 17.70 1770.00
18.38.5 40mm dia nominal bore Metre 50 21.00 1050.00
18.38.6 50mm dia nominal bore Metre 75 24.75 1856.25
18.40.7 65mm dia nominal bore Metre 0 17.45 0.00
3 Providing and fixing GI Union in GI pipes including
cutting and threading the pipe and making long
screws etc. complete (new work).18.46.1 15mm dia nominal bore Metre 58 165.25 9584.50
18.46.2 20mm dia nominal bore Metre 28 188.50 5278.00
18.46.3 25mm dia nominal bore Metre 25 200.10 5002.50
18.46.4 32mm dia nominal bore Metre 33 240.75 7944.75
INTERNAL & EXTERNAL WATER SUPPLY WORKS
Page 19 / 26
Page 21
18.46.5 40mm dia nominal bore Metre 17 316.25 5376.25
18.46.6 50mm dia nominal bore Metre 25 392.40 9810.00
18.46.7 65mm dia nominal bore Metre 0 636.30 0.00
418.17
Providing and fixing gun metal gate valve with wheel
of approved quality.18.17.1 a) 25mm dia nominal bore Each 1.00 428.85 428.8518.17.2 b) 32mm dia nominal bore Each 4.00 501.50 2006.0018.17.3 c) 40mm dia nominal bore Each 8.00 585.50 4684.0018.17.4 d) 50mm dia nominal bore Each 6.00 750.75 4504.5018.17.5 e) 65mm dia nominal bore Each 0.00 1287.75 0.00
5 18.48 Providing and placing on terrace (at all floor
levels)polyethylene water storage tank ISI : 12701
marked indicating the BIS License No. with cover and
suitable locking arrangement and making necessary
holes for inlet, outlet and over flow pipes but without
fitting and base support for tank.[Sintex, Electroplast,
Star, Lotus or equivalent having valid ISI license].Capcity in Liters Per
Ltrs 20000.00 7.25 145000.00
6 18.16 Providing and fixing brass stop cock of approved 18.16.2 a) 20 mm nominal bore Nos. 1.00 344.85 344.85
7 Over headwater tank as per plinth area rate of 10 kl Nos. 1.00 150000.00
TOTAL[III] 535193.20
IV
1 2.10 Excavating trenches of required width for pipes,
cables etc. including excavation for sockets and
dressing of sides, ramming of bottoms, depth upto
1.5m including getting out the excavated soil, and
then returning the soil as required, in layers not
exceeding 20cm in depth including consolidating each
deposited layer by ramming, watering etc. and
2.10.1 All kinds of soil2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not
exceeding 300mm. metre 50.00 208.30 10415.00
2 19.1 Providing, laying and jointing glazed stoneware pipes
grade 'A' with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete.19.1.1 100mm diameter metre 5.00 206.55 1032.75
19.1.2 150mm diameter metre 45.00 314.35 14145.75
3 19.2 Providing and laying cement concrete 1:5:10 (1
cement: 5 coarse sand : 10 graded stone aggregate
40mm nominal size) all round S.W. pipes including
bed concrete as per standard design19.2.1 100mm dia SW pipe metre 5.00 592.60 2963.00
19.2.2 150mm dia SW pipe metre 45.00 724.70 32611.50
4 19.4 Providing and fixing square-mouth S.W. gully trap
grade‘A’ 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 design19.4.2 150 x 100 mm size P type19.4.2.2 With Sewer bricks conforming to IS : 4885 each 2.00 1664.80 3329.60
SEWERAGE SYSTEM
Page 20 / 26
Page 22
7 19.7 Constructing brick masonry manhole in cement
mortar 1:4 (1 cement :4 coarse sand) RCC top slab
with 1:2:4 mix (1 cement :2 coarse sand :4 graded
stone aggregate 20mm 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 fo
neat cement and making channels in cement concrete
1:2:4 (1 cement :2 coarse sand :4 graded stone
aggregate 20mm nminal size) finished with a floating
8 19.7.1 Inside size 90x80cms and 45cms deep including CI
cover with frame (light duty) 455x610mm internal
diamensions total weight of cover and frame to be not
less than 38 kg (weight of cover 23 kg and weight of 19.7.1.1 With FPS bricks of class designation 75
(i) For Sewer Line each 3.00 8507.00 25521.00
9 Extra for depth for manholes: 19.8.1.1 Size 90x80cm with FPS bricks (class I ). metre 1.50 5638.20 8457.30
10 19.15 Providing M.S. foot rests including fixing in manholes
with 20x20x10 cm cement concrete blocks 1:3:6 (1
cement:3 coarse sand :6graded stone aggregate 20
mm nominal size) as per standard design19.15.1 With 20x20 mm square bar each 6.00 275.50 1653.00
TOTAL[IV] 100128.90
V
1 NSR Extra for providing & fixing 125 mm dia C.P. grating
in place of C.I. grating over floor traps. Each 44.00 80.00 3,520.00
2 NSR Providing & fixing 60x2cm. C.P. brass towelrail
complete with C.P. brass brackets fixed to wooden
cleats with C.P. brass screw.PARRYWARE C9948Each 16.00 1200.00 19200.00
3 NSR Supplying & Fixing of CP soap tray fixed to the wall
with PVC rubber plug with CP brass screws Each 16.00 800.00 12800.00
4 NSR Providing and Fixing C.P. brass Ablution health faucet
assembly with 1.2 m long braided PVC hose with
mounting bracket fixed on wall complete.[FOR EWC]Each 12.00 500.00 6000.00
5 NSR Providing and fixing C.P. brass Two-way angle valve
for EWC points & for fixing Ablution Health Fauct of
approved quality conforming to IS:8931. 15 mm Each 12.00 1400.00 16800.00
6 NSR Providing & fixing Jaquar make C.P. brass bottle trap.Each 24.00 1050.00 25200.00
7 NSR Constructing brick masonary INSPECTION chamber
60x60x60 cm with bricks of class designation 50 in
cement mortar 1:4 (1 cement : 4 coarse sand)
including CI cover with frame LIGHT WEIGHT
complete as per design. With FPS bricksEach 2.00 6500.00 13000.00
TOTAL [V] 96520.00
VI
1 NSR Providing and fixing G.I Inlet fitting with 2 inlets 75
mm size fabricated from 100 mm dia G.I
pipes(approx. length=150mm to 300mm) and welded
G.I sockets, fixed to CI trap with lead caulked joint
and set in cement concrete as per standard drawing
including cost of Bitumastic paint complete. Each 25.00 1200.00 30000.00TOTAL [VI] 30000.00
1795070.55
NON SCHEDULED ITEMS
SANITARY INSTALLATIONS & C.P FITTINGS
GRAND TOTAL (I+II+III+IV+V+VI)
CI PIPES & FITTINGS
Page 21 / 26
Page 23
S.N. Description D.S.R. -
2014
Qty. Unit Rate (Rs.) Amount (Rs.)
SEPTIC TANK
Size :- Length = 7.50 M. Width = 2.65
M Total Depth =2.50M
1 Earth work in excavation over areas
including disposal of excavated earth, lead
upto 50m, disposed earth to be levelled
and neatly dressed.In all kind of soil upto 1.5m depth 2.6.1 39.520 Cum 155.60 6149.31
In all kind of soil upto 1.5m to 3.0m. depth 2.6.1&2.26 29.290 Cum 201.85 5912.19
2 Providing and laying of cement concrete in
base excluding the cost of centring and
shuttering by 1:2:4 (1 cement : 2 coarse
sand : 4 gradded stone aggregae 40mm
nominal size) 4.1.3 4.635 Cum 5466.30 25336.30
3 Brick work with brick of class designation
150 in foundation and plinth in cement
mortar (1 cement : 4 coarse sand)6.1.1 24.897 Cum 4918.65 122459.63
4 Reinforced cement concrete work in slab
with 1:2:4 (1 cement : 2 course sand : 4
graded stone aggregate 20mm normal
size).5.3 4.242 Cum 6778.2 28753.12
5 Reinforcement for R.C.C. work including,
straightening, cutting bending binding and
placing in position complete.
5.22.1 320.000 Kg 64.95 20784.00
6 Centring and shuttering including struting ,
proping etc and removal of form for slab.5.9.3 20.000 Sqm 401.65 8033.00
7 15mm cement plaster on rough side of mix
1:4 (1 cement : 4 coarse sand)13.2.1 65.550 Sqm 189.40 12415.17
8 Providing M.S. foot rest including fixing
with 20x20x10 cm. cement concrete block
1:3:6 (1 cement : 3 coarse sand : 6
gradded aggregate of nominal size 20mm )
as per standard design with 20x20mm sq
bars.19.15.1 12.000 Nos. 275.50 3306.00
9 Providing and fixing C.I. tee at the inlet
and outlet of septic tank. 7087 2.000 Nos. 600.00 1200.00
10 Providing & fixing 75mm dia vent pipes. 17.35.2.1 1.000 Rm. 709.10 709.10
11 Providing & fixing of 75mm dia cast iron
terminal guard. 17.56.2.1 1.000 No. 197.7 197.70
12 Providing and fixing in position precast RCC
manhole cover and frame of required
shape and approved quality.
M.D. -10- Circular shape 500mm internal
diameter 19.19.2.2 2.000 No. 909.25 1818.50
ESTIMATE FOR EXTERNAL PLUMBING WORKSPROPOSED RENOVATION WORK OF HOSTEL BLOCK A FOR N.I.T., RAIPUR (CHATTISGARH)
PART - A (SCHEDULED ITEMS AS PER D.S.R 2014)
22
Page 24
M.D. -2.5- Circular shape 450mm internal
diameter 19.19.1.3 4.000 No. 902.80 3611.20
13 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,
1.8m long complete as per standard
design.With F.P.S. bricks 19.32.1 2.000 No. 18309.50 36619.00
TOTAL 277304.22
1 Excavating trenches in all kind of soil of
required width for pipes, cables etc.
including excavation for sockets and
dressing of sides, ramming of bottoms,
depth upto 1.5 m. including getting out
the excavated soil & then returning the soil
as required,
in layers not exceeding 20cm in depth
including consolidating each deposited
layer by ramming, watering, etc & disposig
of surplus excavated soil as directed within
a lead of 50m.
a) Pipes 80mm to 300mm diameter. 2.10.1.2 150 RM 208.30 31245.00
2 Providing, laying and joining glazed stone
ware pipes grade 'A' with stiff mixture of
cement mortar in the proportion of 1:1 (1
cement : 1 fine sand) including testing of
joints etc. complete.
a) 150mm diameter 19.1.2 150 M 314.35 47152.50
3 Providing & laying cement concrete 1:5:10
(1 cement :5 coarse sand :10 graded
stone aggregate 40mm nominal size)
alround S.W. Pipes including bed concrete
as per standard design.
a) 150mm diameter S.W. Pipe 19.2.2 150 M 724.70 108705.00
4 Constructing brick masonry manhole in
cement mortar 1:4 (1 cement :4 coarse
sand) RCC top slab with 1:2:4 mix (1
cement :2 coarse sand :4 graded stone
aggregate 20mm 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 fo
neat cement and making channels in
cement concrete 1:2:4 (1 cement :2
coarse sand :4 graded stone aggregate
20mm nminal size) finished with a floating
coat of neat cement complete as per
19.7
Inside size 90x80cms and 45cms deep
including CI cover with frame (light duty)
455x610mm internal diamensions total
weight of cover and frame to be not less
than 38 kg (weight of cover 23 kg and
weight of frame 15kg).
SCHEDULE OF QUANTITIES FOR EXTERNAL
SEWERAGE SYSTEM
23
Page 25
With common burnt clay FPS (non
modular) bricks of class designation 75
(i) For Sewer Line 19.7.1 6.00 each 8507.00 51042.00
Inside size 90x120cms and 90cms deep
including CI cover with frame (MEDIUM
duty) 455x610mm internal diamensions
total weight of cover and frame to be not
less than 116 kg (weight of cover 58 kg
and weight of frame 58kg).
With common burnt clay FPS (non
modular) bricks of class designation 75 19.7.2
(i) For Sewer Line 19.7.2.1 3.00 each 18304.45 54913.35
Extra for depth for manholes: Size 90x80cm with With common burnt
clay FPS (non modular) bricks of class
designation 7.519.8.1.1 3.00
metr
e 5638.20 16914.60
Size 90x120cm with With common burnt
clay FPS (non modular) bricks of class
designation 7.519.8.2.1 1.50
metr
e 6753.65 10130.48
5 Providing orange colour safety foot rests
of minimum 6 mm thick plastic
encapsulated as per IS:10910 on 12 mm
dia steel bar conforming to IS:1786 having
minimum cross section as 23 mm x 25 mm
and over all minimum length 263 mm and
width as 165 mm with minimum 112 mm
space between protruded legs having 2
mm thread on top surface by ribbing or
chequering besides necessary and
adequate anchoring projections on tail
length on 138 mm as per standard drawing
and suitable to with stand the bend test
and chemical resistance test as per
specifications and having manufacture's
permanent identification mark to be visible
even after fixing, including fixing in
manholes with 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm 19.16 18.00 each 311.60 5608.80
TOTAL 325711.73
EXTERNAL WATER SUPPLY SYSTEM
1 Providing & fixing G.I. pipes complete with
G.I. fittings including trenching and
refilling etc. (external work)
65mm nominal bore. 18.12.7 100 Rm. 524.25 52425.00
50mm nominal bore. 18.12.6 100 Rm. 399.50 39950.00
40mm nominal bore. 18.12.5 30 Rm. 334.15 10024.50
2 Supplying and fixing of specials for
pressure pipe.
10% of item no.7 10239.95
3 Providing and fixing gate valve (with cap
complete with bolts, nuts, rubber insertion
etc.
65mm nominal bore. 18.17.5 1 Nos. 1287.75 1287.75
50mm nominal bore. 18.17.4 2 Nos. 750.75 1501.50
40mm nominal bore. 18.17.3 30 Nos. 585.50 17565.00
24
Page 26
4 Constructing brick masonry chamber
600 x 600 x 750 mm inside with F.P.S.
brick work in cement mortar 1:4 (1
cement : 4 coarse sand) for Sluice Valve
/ Air Valve, with C. I. surface box 100
mm top diameter, 160 mm bottom
diameter and 180mm deep (inside) with
chained lid and RCC top slab with 1 : 2 : 4
mix (1 cement : 2 coarse sand : 4 grade
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 18.33.1 2.00 Each 6754.30 13508.60
5 Constructing brick masonry chamber
900 x 900 x 1000 mm inside with F.P.S.
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 with 1:2:4 mix (1 cement: 2
coarse sand:4 grade stone aggregate
20mm nominal size); necessary
excavation, foundation concrete 1:5:10 (1
cement :5 fine sand: 10 graded stone
aggregate 40mm nominal size) and inside
plastering with cement mortar 1:3 (1
cement:3 coarse sand ) 12 mm thick
finished with a floating coat of neat cement 18.34.1 1.00 Each 11672.35 11672.35
TOTAL 158174.65
DRAINAGE SYSTEM
1 Constructing brick masonry open surface
drain with bricks of class designation 75 in
cement mortar 1:4 (1 cement : 4 fine
sand) including earth excavation, 10cm
thick bed concrete 1:5:10 (1 cement : 5
fine sand : 10 graded stone aggregate
40mm nominal size) and 25mm thick
cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate
12.5mm nominal size) for filling haunches
including 12mm cement plaster 1:4 (1
cement : 4 coarse sand ) with a floating
coat of neat cement inside the drain, its
top and exposed side including disposal of
30cm drain 45cm average depth A.R. 150.00 Metre 1970.00 295500.00
45cm drain 60cm average depth A.R. 100.00 Metre 3000.00 300000.00
2 OVER HEAD WATER TANK AT PLINTH AREA
RATE OF 10KL150000.00
TOTAL 745500.00
GRAND TOTAL 1506690.60
25
Page 27
Sl.No
.Description Unit Qty. Rate
Non DSR
Amount
Sub Head (I) - Fire Suppression
System
15 Supply and fixing CO2 type fire
extinguishers 4.5 kg. capacity(ISI
Marked IS: 2878 & TAC
approved) complete with initial
charge and wall bracket, along
with supply of all materials and
labour for proper completion of
work.Each 8 9874.00 78992.00
16 Supply and fixing of fire
extinguishers dry chemical type 6
kg. capacity (ISI Marked IS:
15683 & TAC approved)
complete with initial charge and
wall bracket, along with supply of
all materials and labour for proper
completion of work. Each 8 8842.00 70736.00
17 Supply and fixing of fire bucket,
round bottom made of G.I. sheet
9-11 litres capacity duly painted
as per fire brigade design,
supported on hanging bracket
chained and locked, initially filled
with fine river sand, water as per
directions of Engineer-in-Charge. Each 4 281.00 1124.00
Total Sub Head (I) 150852.00
NIT RAIPUR HOSTEL BLOCK A &B
Estimate of Fire Fighting System
26/26
Page 28
1 2 3
1 CIVIL WORKS 9744493.00
2 ELECTRICAL WORK 11451648.67
3 INTERNAL PLUMBING 3576342.20
4 EXTERNAL PLUMBING 3111881.00
5 Fire 375444.00
TOTAL 28259808.87
Add Labour cess 1% 282598.09
TOTAL BLOCK D AND F 28542406.96
Renovation Hostel D and F at NIT raipur
PRICE SCHEDULE FOR D & F
SI. No. DESCRIPTIONESTIMATED COST
(Rs.)
Page 29
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
(1) (2) (3) (4) (5) (6) (7) (8)
CONCRETE WORK
4.170 1 Making plinth protection 50mm thick of cement
concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone
aggregate 20mm nominal size) over 75mm bed by dry
brick ballast 40mm nominal size well rammed and
consolidated and grouted with fine sand including
sqm
558.00 419.30 233969.40
REINFORCED CEMENT CONCRETE
FORM WORK
5.900 2 Centering and shuttering including strutting, propping
etc. and removal of form for :
5.9.3 a Suspended floors, roofs, landings, balconies and access
platform.
sqm
15.12 401.65 6072.95
5.9.5 b Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
sqm
77.40 332.15 25708.41
STEEL REINFORCEMENT
5.220 3 Reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete.
kg
435.98 68.10 29690.32
5.22.6 Thermo-Mechanically Treated bars.
DESIGN MIX CONCRETE
5.330 4 Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement
concrete for reinforced cement concrete work, using
cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the
cost of centering, shuttering, finishing and
reinforcement, including admixtures in recommended
proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing
strength and durability as per direction of Engineer-in-
charge.
(Note :- Cement content considered in this item is @
330 kg/cum Excess/less cement used as per design mix 5.33.2 a All works above plinth level upto floor V level cum 3.95 7014.55 27739.74
HALF BRICK MASONRY
6.130 5 Half brick masonry with F.P.S. bricks of class
designation 75 in superstructure above plinth level up
to floor V level.
6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 309.20 665.80 205868.02
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
Page 30
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
6.150 6 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
309.20 69.50 21489.68
MARBLE & GRANITE WORK
8.200 7 Providing and fixing 18 mm thick gang saw cut, mirror
polished, premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills ,
facias and similar locations of required size, approved
shade, colour and texture laid over 20 mm thick base
cement mortar 1:4 (1 cement : 4 coarse sand), joints
treated with white cement, mixed with matching
pigment, epoxy touch ups, including rubbing, curing,
moulding and polishing to edges to give high gloss
finish etc. complete at all levels.8.2.2 Granite of any colour and shade
8.2.2.2 a Area of slab over 0.50 sqm sqm 25.92 3907.40 101279.81
8.600 8 Mirror polishing on marble work/Granite work/stone
work where ever required to give high gloss finish
complete.
sqm
25.92 212.85 5517.07
ANODISED ALUMINIUM FITTINGS (ALL
FITTINGS SHALL BE ISI MARKED)9.830 9 Providing and fixing IS : 3564 marked Aluminium die
cast body tubular type universal hydraulic door closer
with necessary accessories and screws etc. complete.
Each
96.00 753.75 72360.00
9.960 10 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 :
Each
192.00 229.65 44092.80
9.96.1 300x16 mm
9.100 11 Providing and fixing aluminium handles ISI marked
anodised (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 a 125 mm each 240.00 69.80 16752.00
9.100.2 b 100 mm each 192.00 55.10 10579.20
9.101 12 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.
9.101.2 Twin rubber stopper each 96.00 83.95 8059.20
9.103 13 Providing and fixing bright finished brass 100 mm
mortice latch and lock ISI marked with six levers and a
pair of anodised (anodic coating not less than grade AC
10 as per IS : 1868) aluminium lever handles with
necessary screws etc. complete (Best make of approved
quality).
each
96.00 815.45 78283.20
9.108 14 Providing and fixing PTMT Tower Bolts with 12 mm
one piece rod inside and necessary screws etc.,
complete.
9.108.1 a 152x42x18 mm weighing not less than 60 gms each 300.00 88.50 26550.00
Page 31
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
9.108.2 b 202x42x18 mm weighing not less than 78 gms each 240.00 11.65 2796.00
9.119 15 Providing and fixing factory made P.V.C. door frame
of size 50x47 mm with a wall thickness of 5 mm, made
out of extruded 5mm rigid PVC
foam sheet, mitred at corners and joined with 2 Nos of
150 mm long brackets of 15x15 mm M.S. square tube,
the vertical door frame profiles to be reinforced with
19x19 mm M.S. square tube of 19 gauge, EPDM
rubber gasket weather seal to be provided through out
the frame. The door frame to be fixed to the wall using
M.S. screws of 65/100 mm size, complete as per
manufacturer’s specification and direction of
Engineerin-Charge.
m
68.04 458.95 31226.96
9.124 16 Providing and fixing factory made 30 mm thick door
shutter made of solid PVC foam profile. The styles &
rails shall be of size 75 mm x 30 mm having wall
thickness 5 mm. The styles, top & bottom rails shall
have one side wall thickness of 15 mm integrally
extruded on the hinge side of the profile for better
screw holding power. The styles and rails shall be
reinforced with M.S. tubes of size 33 mm x 17 mmx 1
mm, painted with primer , all four corners of
reinforcement to be welded or sealed. Solid PVC
extruded bidding (push fit type) will be set inside the
styles and the rails with a cavity, to receive single piece
extruded 5 mm PVC sheet as panel. The styles and
rails will be mitred cut and joint with the help of PVC
solvent cement & self driven self tapping screws.
Single piece extruded solid PVC lock rail of size 100
mm x 30 mm with wall thickness 5 mm & 15 mm
integrally extruded in the middle of the lock rail &
fixed with styles with the help of PVC solvent cement
& self driven self tapping screws of size 100 mm x 8 9.124.1 a Non decorative finish sqm 34.02 2691.55 91566.53
STEEL WORK
9.200 17
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 veneers on both
faces of shutters.
9.20.135 mm thick including ISI marked Stainless Steel butt
hinges with necessary screwssqm
315.18 2,606.45 821500.91
9.480 18
Providing and fixing M.S. grills of required pattern in
frames of windows etc. with M.S. flats, square or
round bars etc. including priming coat with approved
steel primer all complete.
9.48.2Fixed to openings /wooden frames with rawl plugs
screws etc.kg
6755.27 116.90 789691.11
Page 32
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
10.140 19 Providing and fixing pressed steel door frames
conforming to IS: 4351, manufactured from
commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if
required angle threshold of mild steel angle of
section 50x25 mm, or base ties of 1.60 mm, pressed
mild steel welded or rigidly fixed together by
mechanical means, including M.S. pressed butt hinges
2.5 mm thick with mortar guards, lock strike plate and
shock absorbers as specified and applying a coat of
approved steel primer after pre-treatment of the
surface as directed by Engineerin-charge:10.14.2 Profile C
10.14.2.1 Fixing with carbon steel galvanised dash fastener of
required dia and size (to be paid for separately)
m
3069.60 400.95 1230756.12
10.110 20 Providing and fixing factory made ISI marked steel
glazed doors, windows and ventilators, side /top /centre
hung, with beading and all members such as F7D, F4B,
K11 B and K12 B etc. complete of standard rolled steel
sections, joints mitred and flash butt welded and sash
bars tenoned and riveted, including providing and
fixing of hinges, pivots, including priming coat of
approved steel primer, but excluding the cost of other
fittings, complete all as per approved design, (sectional
weight of only
10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in
cement
concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement :
3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) kg 583.20 114.15 66572.28
KOTA STONE FLOORING
11.260 21 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) :
11.26.1 25 mm thick sqm 1919.98 1141.40 2191459.47
11.310 22 Extra for pre finished nosing in treads of steps of Kota
stone/ sand stone slab. Rm 297.60 75.80 22558.08
11.320 23 Extra for Kota stone/ sand stone in treads of steps and
risers using single length up to 1.05 metre . sqm 131.54 16.90 2223.09
Page 33
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
CERAMIC GLAZED TILES
11.360 24 Providing and fixing Ist quality ceramic glazed 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.
sqm
772.55 836.65 646352.28
VITRIFIED FLOOR TILES
11.410 25 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.,
sqm
533.60 1405.95 750214.92
11.41.2 Size of Tile 600x600 mm
FINISHING
CEMENT PLASTER (IN FINE SAND)
13.100 26 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement : 4 fine sand) sqm 661.52 163.35 108058.97
13.200 27 15 mm cement plaster on the rough side of single or
half brick wall of mix :
13.2.2 1:6 (1 cement: 6 fine sand) sqm 367.47 172.80 63498.33
13.480 29
Finishing with deluxe multi surface paint syestem for
imteriors and exterier using primer as manufacturur
specification;
13.48.2
painting wood work with deluxe multi surface paint of
required shade.two or more coat [email protected] /10
sqm over an under coat of primer [email protected] /10 ltr
sqm of approved brand and manufacture
sqm
315.10 88.2 27791.82
13.520 30
Finishing with Epoxy paint (two or more coats) at all
locations prepared and applied as per manufacturer's
specifications including appropriate priming coat,
preparation of surface, etc. complete.
13.52.1 On steel work sqm 315.18 116.55 36734.23
INTERIOR FINISHING
13.410 31 Distempering with oil bound washable distemper of
approved brand and manufacture to give an even shade
13.41.1 New work two coats over and including priming coat
with cement primer.
sqm
661.52 89.70 59338.16
EXTERIOR FINISHING
13.800 32 Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and
manufacturer, over the plastered wall surface to
prepare the surface even and smooth complete.
sqm
1029.09 89.55 92154.58
Page 34
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
13.470 33 Finishing walls with Premium Acrylic Smooth exterior
paint with Silicone additives of required shade :
sqm
367.57 94.95 34900.51
Page 35
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10
sqm over and including priming coat of exterior primer
applied @ 2.20 kg/ 10 sqm)
13.620 34 Painting with synthetic enamel paint of approved brand
and manufacture of required colour to give an even
shade :
13.62.1 Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand
and manufacture
sqm 787.95 106.25 83719.69
DEMOLISHED ITEM
15.700 35 Demolishing brick work manually/ by mechanical
means including stacking of serviceable material and
disposal of unserviceable material within 50 metres
lead as per direction of Engineer-in-charge.
15.7.4 In cement mortar Cum 314.84 754.10 237423.48
15.120 36 Dismantling doors, windows and clerestory windows
(steel or wood) shutter including chowkhats,
architrave, holdfasts etc. complete and stacking within
50 metres lead :
15.12.1 a Of area 3 sq. metres and below each 316.20 141.25 44663.25
15.12.2 b Of area beyond 3 sq. metres each 16.32 193.85 3163.63
15.230 37 Dismantling tile work in floors and roofs laid in
cement mortar including stacking material within 50
15.23.1 For thickness of tiles 10 mm to 25 mm sqm Sq.m 1306.15 28.20 36833.37
15.420 38 Dismantling C.I. or asbestos rain water pipe with
fittings and clamps including stacking the material
within 50 metres lead :
15.42.2 a 100 mm dia pipe RM 520.00 28.60 14872.00
14.430 39 Removing white or colour wash by scrapping and sand
papering and preparing the surface smooth including
necessary repairs to scratches etc. complete Sq.m 4474.50 7.60 34006.22
ALUMINIUM WORK
21.300 40 Providing and fixing glazing in door, window,
ventilator shutters and partitions etc. with EPDM
rubber / neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in-
charge.
sqm
366.96 1054.20 386849.23
21.3.2 With float glass panes of 5.50 mm thickness
Page 36
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
21.100 41 Providing and fixing aluminium work for doors,
windows, ventilators and partitions with extruded built
up standard tubular sections/ appropriate Z sections
and other sections of approved make conforming to IS:
733 and IS : 1285, fixed with rawl plugs and screws or
with fixing clips, or with expansion hold fasteners
including necessary filling up of gaps at junctions, at
top, bottom and sides with required EPDM
rubber/neoprene gasket etc. Aluminium sections shall
be smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle,
Aluminium snap beading for glazing / paneling, C.P.
brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-
in-charge. (Glazing and paneling to be paid for
separately) :
21.1.1 a For fixed portion
21.1.1.3 Polyester powder coated aluminium (minimum
thickness of polyester powder coating 50 micron)
kg
36.75 385.10 14152.43
21.1.2 b For Openable portion
21.1.2.3 Polyester powder coated aluminium (minimum
thickness of polyester powder coating 50 micron)
kg
110.25 443.20 48862.80
WATER PROOFING
22.500 42 Providing and laying water proofing treatment in
sunken portion of WCs, bathroom etc., by applying
cement slurry mixed with water proofing cement
compound consisting of applying : a) First layer of
slurry of cement @ 0.488 kg/sqm mixed with water
proofing cement compound @ 0.253 kg/sqm. This
layer will be allowed to air cure for 4 hours. b) Second
layer of slurry of cement @ 0.242 kg/sqm mixed with
water proofing cement compound @ 0.126 kg/sqm.
This layer will be allowed to air cure for 4 hours
followed with water curing for 48 hours. The rate
includes preparation of surface, treatment and sealing
of all joints, corners, junctions of pipes and masonry
sqm
293.80 283.10 83174.78
MR 43 (a)Plastering and repairing the surface .After removing
the kota stone and bedding mortar the surface is to be
plastered with KEM PROOF/Sika Top
77/POWERCRETE or equivalent (Acrylic emulsion
and water proof addictive with having a density 1.03
kg/ltr at 27deg C and solid content 40%) modified
cement moratr.It will be applied with aproportion of
1:4 by volume of additive to water.
Page 37
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
(b)Waterproofing Treatment :
Surface preparation: Cleaning all loose particles like
cement, sand, and substrate making than even surface
free from dust, dirt, grease using the steel/nylon wire
brush for cleaning.
Surface to be treated should be sound, clean and free
from dirt oil and other loose material. Washing the
surface with adequate water ensuring complete
cleaning.
Treatment :
Providing and applying two coats of elastomeric, single
component Polyurethane based, liquid applied
waterproof coating membrane system with fiber glass
mesh after application of priming material as per
manufacturer’s specification on the prepared substrate.
There should be minimum interval of 4-6 Hrs after
between priming the surface and waterproof PU based
membrane coating. Interval between two coats of PU
based coating membrane should be minimum 12 Hrs.
Immediately after the 2nd and final coat on the surface
spray of fine washed sand to be done @6 CUDM/Sqm
Details of PU based coating :
Standard Compliance : ASTM D412, E96-05, ASTM
G154, ASTM836-05, ASTM 836-84M, BS 476: Part
III, ISO 1523,1983 /ASTM 836-89, / ASTM 836-84, C-
898.
Product Base : Polyurethane
© After the above coating laying of average 50mm
thick PCC over the coating and finishing smooth and
mixing of rich polymer of 40% @1kg per bag of
cement (Polymer solid contents as per ASTM
C1059),ensuring that screed gently slopes towards the
sqm
314.66 1250.00 393322.00
9.510 52 Providing and fixing fly proof galvanized M.S. wire
gauge to windows and clerestory windows using wire
gauge with average width of aperture 1.4 mm in both
directions with wire of dia 0.63 mm all complete.9.51.2 With 12 mm mild steel U beading sqm 358.56 578.30 207355.25
Page 38
DSR No. Sl.No. Description Unit Qty. Rate DSR Amount NDSR Amount
SCHEDULE OF QUANTITIES FOR CIVIL WORKS
CIVIL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
MARKET RATE ITEMS
M.R 52 Providing and laying light cinder filling under floors of
toilets and kitchen and other sunken roofs rammed and
compacted complete.
cum
107.10 579.00 62010.9
M.R 54 Providing & laying, polished 18mm to 20mm thick
Granite flooring with water absoption,s less than
0.08% and conforming to IS : 15622 of approved make
in all colours and shade , laid on 20 mm thick cement
mortar 1:4 ( 1 cement : 4 coarse sand ) including
grouting the joint with white cement and mathching
sqm
25.92 4270.00 110678.4
TOTAL 9178482.00 566011.00
TOTAL COST OF CIVIL 9744493.00
Page 39
S. No. CODE DESCRIPTION QTY. UNIT RATE D.S.R. ITEM N.S. ITEM
SUB HEAD (I):- POINT WIRING (Copper Wiring in
PVC Conduits)1.1 1.10 Wiring for light point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable in surface / recessed
medium class pvc conduit, with modular switch, modular
plate, suitable GI box and earthing the point with 1.5
sq.mm. FRLS PVC insulated copper conductor single core
cable etc as required.1.1.a 1.10.3 Group C 718 Point 718.00 515524.00
1.2 1.10 Wiring for fan point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable in surface / recessed
medium class pvc conduit, with modular switch, modular
plate, suitable GI box and earthing the point with 1.5
sq.mm. FRLS PVC insulated copper conductor single core
cable etc as required.1.2.a 1.10.3 Group C 300 Point 718.00 215400.00
1.3 1.10 Wiring for exhaust fan point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable in surface /
recessed medium class pvc conduit, with modular switch,
modular plate, suitable GI box and earthing the point with
1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc as required.
1.3.a 1.10.3 Group C 50 Point 718.00 35900.00
1.4 1.10 Wiring for call bell point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable in surface /
recessed medium class pvc conduit, with modular switch,
modular plate, suitable GI box and earthing the point with
ESTIMATE FOR NIT HOSTEL Raipur(C.G)
SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR (CHATTISGARH)
modular plate, suitable GI box and earthing the point with
1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc as required.1,4,a 1.10.3 Group C Point 718.00 0.00
1.5 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS
PVC insulated copper conductor single core cable in
surface / recessed PVC conduit, 2 way modular switch,
modular plate, suitable GI box and earthing the point with
1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc as required.
48 Point 770.00 36960.00
1.6 1.14 Wiring for circuit/ submain wiring alongwith earth wire
with the following sizes of FRLS PVC insulated copper
conductor, single core cable in surface/ recessed medium
class PVC conduit as required1.6.a 1.14.1 2X1.5 Sqmm+1X1.5 sqmm earth wire 400 Meter 106.00 42400.00
1.6.b 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 5700 Metre 131.00 746700.00
1.6.c 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 440 Metre 162.00 71280.00
1.6.d 1.14.10 4 X 10 sq. mm + 2 X 10 sq. mm earth wire 500 Metre 597.00 298500.00
1.6.e 1.14.11 4 X 16 sq. mm + 2 X 16 sq. mm earth wire 480 Metre 883.00 423840.00
1.6.f 1.14.4 2X6 6Sqmm+1X6 Sqmm earth Wire 480 Meter 221.00 106080.00
1.6.g NA Additional payment Usind Recommended Company FRLS
ISI Single Core Multi Stranded wire in place of ISI wire in
CPWD Point & Circuit Wiring Items
Meter 10% of Related
Items Rate
TOTAL SUB HEAD (I) 2,492,584.00
SUB HEAD (II):- ERECTION OF LIGHTING
FIXTURES AND FANS2.1 1.41 Installation, testing and commissioning of pre-wired,
fluorescent fitting / compact fluorescent fitting of all types,
complete with all accessories and tube etc. directly on
ceiling/ wall, including connection with 1.5 sq. mm FRLS
PVC insulated, copper conductor, single core cable and
earthing etc. as required.
432 Each 91.00 39312.00
2.2 1.45 Installation, testing and commissioning of ceiling fan,
including wiring the down rods of standard length (upto 30
cm) with 1.5 sq. mm FRLS PVC insulated, copper
conductor, single core cable, including providing and fixing
phenolic laminated sheet cover on the fan box etc. as
required.
300 Each 122.00 36600.00
12 of 31
Page 40
S. No. CODE DESCRIPTION QTY. UNIT RATE D.S.R. ITEM N.S. ITEM
2.3 1.46 Installation, testing and commissioning of resistance type
ceiling fan regulator, in existing switch box including
connection with 1.5 sq. mm FRLS PVC insulated, copper
conductor, single core cable, earthing the regulator etc. as
required.
300 Each 52.00 15600.00
2.4 The fixing and testing of lighting fixture shall include
connection with 3 x 1.5 sqmm flexible fire retardant copper
connecting wire of required length complete with all
accessories, control gears, transformer, including screws,
nuts, wooden cleats, making hole in wall or ceiling and
making good the same as required.
2.4.a NA Down lighter luminaire of all types with all accessories
directly on recess
176 Each 75.00 13200
2.4.b NA Mirror type light fittings of all types with all accessories
directly on recess
32 Each 20.00 640
NA Wall Bracket CFL 78 Each 20.00 1560
2.5 1.33 Supplying and fixing 3 pin, 5 amp ceiling rose on the
existing junction box/ wooden block including connection
etc as required.
300 Each 43.00 12900.00
2.6 1.50 Installation of exhaust fan in the existing opening,
including making good the damage, connection, testing,
commissioning etc. as required.2.6.a 1.50.1 Upto 450 mm sweep 50 Each 204.00 10200.00
2.7 1.51 Extra for fixing the louvers/ shutters complete with frame
for a exhaust fan of all sizes.
50 Each 90.00 4500.00
2.8 1.31 Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
providing and fixing 3 pin 5/6 amps modular socket outlet
and 5/6 amps modular switch, connection etc. as required.
(For light plugs to be used in non residential buildings).
428 Each 303.00 129684.00
(For light plugs to be used in non residential buildings).
2.9 1.32 Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
providing and fixing 6 pin 5/6 & 15/16 amps modular
socket outlet and 15/16 amps modular switch, connection
etc. as required.
22 Each 395.00 8690.00
2.1 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial
type, socket outlet, with 2 pole and earth, metal enclosed
plug top alongwith 20 amps "C" curve, SP, MCB, in sheet
steel enclosure, on surface or in recess, with chained metal
cover for the socket out let and complete with connections,
testing and commissioning etc. as required.
24 Each 954.00 22896.00
TOTAL SUB HEAD (II) 280382.00 15400.00
SUB HEAD (III):- TELEPHONE, TELEVISION AND
DATA NETWORK3.1 1.21 Supplying and fixing of following sizes of PVC conduit
along with the accessories in surface / recess including
cutting the wall and making good the same in case of
recessed conduit as required: (For Telephone / T.V. 3.1.a 1.21.1 20mm 200 Meter 53 10600.00
3.1.b 1.21.2 25mm 200 Meter 65 13000.00
3.2 1.24 Supplying and fixing following modular switch/ socket on
the existing modular plate & switch box including
connections but excluding modular plate etc. as required.
3.2.a 1.24.6 Telephone socket outlet 0 Each 95.00 0.00
3.2.b 1.24.7 TV antenna socket outlet 4 Each 94.00 376.00
3.3 1.27 Supplying and fixing following size/ modules, GI box
alongwith modular base & cover plate for modular switches
in recess etc as required.3.3.a 1.27.1 1 or 2 Module (75mmX75mm) 4 Each 166.00 664.00
3.4 1.18 Supplying & drawing telephone wire following pair, 0.5 sq
mm FRLS PVC insulated annealed copper conductor,
unarmoured telephone cable in the existing surface /
recessed PVC conduit as required.3.4.a 1.18.2 2 Pair 0 Meter 18 0.00
3.4.b N.A 10 Pair 0 Meter 68.00
13 of 31
Page 41
S. No. CODE DESCRIPTION QTY. UNIT RATE D.S.R. ITEM N.S. ITEM
3.5 1.19 Supplying & drawing co-axial TV cable RG-6 grade, 0.7
mm solid copper conductor PE insulated, shielded with fine
tinned copper braid and protected with PVC sheath in the
existing surface / recessed conduit as required.
100 Meter 18 1800.00
3.6 Providing, fixing, connecting & testing of Krone box
(Telephone Tag Block) in a thermoplastic, IP 65 (weather
proof) enclosure, internally embedded gasket, anti
corrosive, insulated and shock proof with provision for
cable through IP 65 glands complete in all respects. 3.6.a N.A 10 pairkrone 0 Each 844.00
3.7 N.A Supply & installation of Cat 6 information outlet complying
fully or exceeding with category 6 connecting hardware
specification for all pair combination upto 250 MHz.
Outlets shall use lead frame technology, non PCB pyramid
type. (Blue in colour for data).
0 Each 330.00
3.8 N.A Supply & Installation of single port face plates along with
clearly printed lables and holders.
0 Each 192.00
3.9 Providing, drawing, connecting and testing of enhanced
category 4 pair LAN (local area network) cable, UL and
CUL listed, in existing MS/PVC conduit or floor raceways
including connections etc as required complete in all 3.9.a N.A CAT- 6 network cable 0 Meter 78.00
3.11 1.38 Supplying and fixing call bell/ buzzer suitable for single
phase,230 volts, complete as required.
0 Each 61.00 0.00
TOTAL SUB HEAD (III) 26,440.00
SUB HEAD (IV):- SUPPLY OF LIGHTING
FIXTURES AND FANS(The sample of all lighting fixtures & fans should be
approved by Engineer In charge or Architect beforeapproved by Engineer In charge or Architect before
procurement)4.1 Supply of Recess mounted 600 X600 mm Module 2
X36 watt Compact CFL type Mirror optic Fitting with
required CFL lamps, control gear box etc. complete in
all respect as required as per the standard catalogue
item. Make: philps or equivalent
4.1.a N.A. FBS 300 2XPL-L36 W P EBT 96 Nos 6954.00 667584
4.2 Supply of Wall mounted Deco Battons T-5 type Fitting
with T-5 lamps, control gear box etc. complete in all respect
as required as per the standard catalogue item. Make:
Phillips or equivalent(TCS019 1xTL-D 36W EBT)4.2.a N.A. 1 x 36W T-5 surface mounted 336 Nos 749.00 251664
4.3 Supply of recess mounted CFL type ceiling light fixtures
down lighter with required nos. lamps etc. complete in all
respect as required as per the standard catalogue item.4,3,b N.A. 18W 176 Nos 1605.00 282480
N.A. Supply of 14 Watt Wall Bracket CFL 78 Nos 227.00
4.4 Supply of wall mounted Mirror type light fixtures with
required nos. lamps etc. complete in all respect as required
as per the standard catalogue item.4.4.a N.A. 2x13W 64 Nos 1109.66 71018.2016
4.5 Supply of AC 230/250 volts, 50Hz ceiling fan with standard
down rod, blades, 2 nos caps etc. complete. Make: Havells
or equivalent4.5.a N.A. 1200 mm sweep 300 Nos 2942.00 882600
4.6 Supply of AC 230/250 volts, 50Hz exhaust fans including
providing nuts, bolts, mounting frame and other accessories
etc. complete (Havells make or equivalent)4,6,a N.A. 250 mm sweep 50 Nos 2213.00 110650
TOTAL SUB HEAD (IV) 2,265,996.20
SUB HEAD (V):- DISTRIBUTION BOARDS, MCB'S
AND POWER DISTRIBUTION SYSTEM
14 of 31
Page 42
S. No. CODE DESCRIPTION QTY. UNIT RATE D.S.R. ITEM N.S. ITEM
5.1 N.A Design, manufacture, supply, installation, testing and
commissioning of main distribution board fabricated out of
14 SWG sheet steel, wall / floor mounting type, with seven
tank treatment process followed by powder coat painting
having a paint thickness of 60 microns., 415 V electrolitic
Al. Bus bar having short circuit current is 50kA and,
removable gland plates as per SLD . including connection
with outgoing feeders complete in all respect. panels will be
provided with suitable gasket to make it dust/vermin proof. The above board shall be complete with 3 nos. phase
indicating lights, flush mounted Ammeter, Voltmeter, CT's,
PT's selector switches, protective fuses etc. at Incomer with
all inter connetions by min. 2.5 sq mm Copper wires.Main panel 2 SET 504791.90 1009583.795
INCOMER:
400 Amp FP MCCB 36 KA
250 Amp FP MCCB 36 KA
BUS BAR: 600 AMP TPN AL.
Automatic Change Over : 600 A Manual Change Over
OUTGOINGS:
100A FP MCCB 36kA 4 nos
63A FP MCCB 36kA 1 nos
63A TP MCB 36kA 2 nos
40A TP MCB 36kA 4nos
5.3 N.A Supply, installation, testing and commissioning of weather
and vermin proof outdoor type External Lighting feeder
pillar (IP-65) fabricated from 14 SWG thick CRCA sheet
steel construction suitable for 3 phase, 4 wire, 415 volt, 50
Hz A.C. distribution complete with Al. bus bars, switch
fuse unit, timer, contactor, fitting with fuse link, locking
arrangement complete as per specification required.INCOMER:-
1 No. 100 Amp. TPN MCCB with neutral link.
1 set of time switch contactor push button changeover
switch etc. complete as per drawing suitable for automatic
operation of external lighting.BUS BAR : 200AMP TPN Al.
OUTGOING :-
1 No. 63 Amp. TPN MCB with neutral link.
5 No. 32 Amp. TPN MCB with neutral link.
20 mm x 3mm GI earth busbar to be fixed inside the pillar
and for connection outside earth strip on both sides of pillar
earthing
2 Set 109080 218160.888
5.4 NA Supply Installation Testing & Commissioning of Out door
Type weather and insect proof pole mounted distribution
junction box Made out of 14 SWG CRCA Sheet steel
construction with approved Colour paintrd having following
incomer and out going
1 Nos Incomer MCB Isolator 32 Amp
1 Nos Outgoing Singal pole MCB 10 Amp
Internaly cnnected with 16 Sqmm Flexible PVC Insulatrd
FR Copper conductor.
120 SEt 8211 985358.088
5.4 2.5 Supplying and fixing of following ways surface/ recess
mounting, vertical type, 415 volts, TPN MCB distribution
board of sheet steel, dust protected, duly powder painted,
inclusive of 200 amps tinned copper bus bar, common
neutral link, earth bar, din bar for mounting MCB's (but
without MCB's and incomer ) as required . (Note : Vertical
type MCB TPDB is normally used where 3 phase outlets 5,4,a 2.5.4 4 way (4 + 12), Double door 2 Each 4478 8956.00
2.5.5 8 Way(4+24) Double Door 2 5641 11282.00
5.5 2.4 Supplying and fixing following way, horizontal type three
pole and neutral, sheet steel, MCB distribution board, 415
volts, on surface/ recess, complete with tinned copper bus
bar, neutral busbar, earth bar, din bar, interconnections,
powder painted including earthing etc. as required. (But
without MCB/ RCCB/
Isolator)5,5,b 2.4.5 6 way (4 + 18), Double door 2 Each 2636 5272.00
5,5,c 2,4,4 4 way (4 + 12), Double door 2 Each 2175 4350.00
2.4.6 8 Way(4+24) Double Door 13 Each 3148 40924.00
15 of 31
Page 43
S. No. CODE DESCRIPTION QTY. UNIT RATE D.S.R. ITEM N.S. ITEM
5.6 N.A Supplying and fixing following rating, four pole, 415 volts,
MCCB in the existing MCB DB complete with
connections, testing and commissioning etc. as required.5,6,a N.A 100 amps FP MCCB 8 Each 11189.00 89512
5,6,c N.A 63 amp FP MCB 64 Each 2190.07 140164.7232
5,6,d N.A 40 amp FP MCB 16 Each 2190.07 35041.1808
5.7 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415
volts, "C" curve, miniature circuit breaker suitable for
inductive load of following poles in the existing MCB DB
complete with connections, testing and commissioning etc. 5,7,a 2.10.1 Single pole 322 Each 169 54418.00
5.8 2.11 Supplying and fixing single pole blanking plate in the
existing MCB DB complete etc. as required.
26 Each 7 182.00
TOTAL SUB HEAD (V) 125384.00 2477820.67
SUB HEAD (VI):- EXTERNAL LIGHTING
6.1 N.A Supply of pole mounted Street Light for external lighting
suitable for CDMT lamps complete with required nos.
lamps and control gear etc. complete as required as per the
standard catalogue item.6.1.a N.A BGWRL 150 SV FFG (MH T 150W) 14 Each 9528.00 133392
6.2 N.A Supply of pole mounted post top lantern for external
lighting suitable for CDMT lamps complete with required
nos. lamps and control gear etc. complete as required as
per the standard catalogue item.6,2,a N.A SPC101 1xSON70W E 38 Each 6161.00 234118
6.3 N.A Supply of bollard garden light suitable for CFL lamps
complete with required nos. lamps, control gear etc.
complete as required as per the standard catalogue item.6,3,a N.A HCS 360 1xPLC/2P18W GR 40 Each 7241.00 289640
6.4 N.A Installation, testing and commissioning of Street Light with 14 Each 400 56006.4 N.A Installation, testing and commissioning of Street Light with
required lamps complete with control gear box, ballast,
capacitor etc. including connection with 3 x 1.5 sq.mm
flexible fire retardant copper connecting wire of required
length complete as required.
14 Each 400 5600
6.5 N.A Installation, testing and commissioning of CDMT type post
top lantern with required lamps complete with control gear
box, ballast, capacitor etc. including connection with 3 x
1.5 sq.mm flexible fire retardant copper connecting wire of
required length complete as required.
38 Each 400 15200
6.6 N.A Installation, testing and commissioning of CFL type bollard
garden light fixtures with required lamps, control gear box,
including connection with 3 x 1.5 sq.mm flexible fire
retardant copper connecting wire of required length
complete as required.
38 Each 300 11400
6.7 N.A Supply and fixing of steel tubular pole 7.50 m long of
designation 410 SP-6 fixed in 1:3:6 cement concrete
foundation, including excavation, back filling etc. complete
in all respects.
24 Each 6000.00 144000
6.8 NA Supply and fixing of GI Octagonal 11 Mtr hight Pole
Complete with all acessories like base plate foundation
acessories top canopy for high mast light mounting
etc.fixed in 1:3:6 cement concrete foundation, including
excavation, back filling etc. complete in all respects.
4 Each 21900.00 87600
6.9 N.A Supply and fixing of steel tubular pole 4.50 m long of
designation 410 SP-6 fixed in 1:3:6 cement concrete
foundation, including excavation, back filling etc. complete
in all respects.
38 Each 5764.00 219032
7 11.4 Erection of steel tubular or rail pole strut in cement concrete
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
40 mm nominal size ) foundation including excavation and
refilling and secured with holding clamps, bolts, nuts, etc.
as required.
60 Each 4318 259080.00
7.10 Supply of Façade Lighting Luminaries integral flood light(
Fitting+Controll gear+Bulb) single piece pressure die cast
aluminiam housing toughned glass cover (IP65 ) ingress
protection and rectangular reflacter for planer symetic
optical distribution.
16 Each 10544.00 168704
SWF33I IXSONT250W S
7.11 Installation and commissioning of Flood Light Luminaries
with all acessories in suitale high angle frame stand
Complete in All Respect etc.
16 Each 1000 16000
16 of 31
Page 44
S. No. CODE DESCRIPTION QTY. UNIT RATE D.S.R. ITEM N.S. ITEM
7.12 Supply And Fixing of angle frame stand made 25 X 5 mm
angle for flood Light
8 Each 3000 24000
TOTAL SUB HEAD (VI) 259080.00 1348686.00
SUB HEAD (VII):- Cable and its Laying
7.1 N.A. Supply of ISI marked XLPE insulated cable as per IS
7098, armoured, served, sheathed 1100 volts grade,Make:-
(Havells or Equivalent)7.1.a N.A. 3.5CX400 Sqmm Al XLPE insulated Armoured Cable 500 Metre 2577.00 1288500
7.1.c N.A. 3.5CX150 Sqmm Al XLPE insulated Armoured Cable 400 Metre 1075.00 430000
7.1.d N.A. 3.5CX70 Sqmm Al XLPE insulated Armoured Cable 800 Metre 585.00 468000
7.1.e N.A. 3.5CX35 Sqmm Al XLPE insulated Armoured Cable 210 Metre 323.00 67830
7,1,h N.A. 4CX16 Sqmm AL XLPE insulated Armoured Cable 1000 Metre 218.00 218000
7,1,g N.A. 3CX16 Sqmm AL XLPE insulated Armoured Cable 100 Metre 184.00 18400
7.2 7.1 Laying of one number PVC insulated and PVC sheathed /
XLPE power cable of 1.1 KV grade of following size direct
in ground including excavation, sand cushioning, protective
covering and refilling the trench etc as required.7.2.a 7.1.1 Upto 35 sq. mm 1200 Metre 196.00 235200.00
7.2.b 7.1.2 Above 35 sq. mm and upto 95 sq. mm 1000 Metre 202.00 202000.00
7.2.c 7.1.3 Above 95 sq. mm and upto 185 sq. mm 600 Metre 210.00 126000.00
7.2.d 7.1.4 Above 185 sq. mm and upto 400 sq. mm 600 Metre 233.00 139800.00
7.3 9.1 Supplying and making indoor end termination with brass
compression gland and aluminium lugs for following size of
PVC insulated and PVC sheathed / XLPE aluminium
conductor cable of 1.1 KV grade as required.7.3.a 9.1.31 3½ X 400 sq. mm (82mm) 8 Each 1369.00 10952.00
7.3.c 9.1.26 3½ X 150 sq. mm (50mm) 8 Each 576.00 4608.00
7.3.d 9.1.23 3½ X 70 sq. mm (38mm) 16 Each 382.00 6112.00
7.3.e 9.1.21 3½ X 35 sq. mm (32mm) 8 Each 270.00 2160.00
7,3,f 9.1.33 4 X 16 sq. mm (28mm) 32 Each 245.00 7840.00
TOTAL SUB HEAD (VII) 734,672.00 2,490,730.00
SUB HEAD (VIII):- EARTHING
8.1 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3
mm thick including accessories, and providing masonry
enclosure with cover plate having locking arrangement and
watering pipe of 2.7 metre long etc. with charcoal/ coke and
salt as required.
8 Set 9292.00 74336.00
8.2 5,4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm
thick including accessories, and providing masonry
enclosure with cover plate having locking arrangement and
watering pipe of 2.7 metre long etc. with charcoal/ coke and
40 Set 4490.00 179600.00
8.3 5.10 Providing and fixing 25 mm X 5 mm copper strip in 40 mm
dia G.I. pipe from earth electrode including connection with
brass nut, bolt, spring, washer excavation and re-filling etc.
as required.
160 Metre 1082.00 173120.00
8.4 5,11 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm
dia G.I. pipe from earth electrode including connection with
G.I. nut, bolt, spring, washer excavation and re-filling etc.
600 Metre 421.00 252600.00
8.5 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia
including
accessories, and providing masonry enclosure with cover
plate
having locking arrangement and watering pipe etc. with
charcoal/
24 Nos 3926.00 94224.00
8.5 5.12 Providing and laying earth connection from earth electrode
with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from
earth electrode
including connection with G.I. thimble excavation and
re-filling as required.
240 Meter 151.00 36240.00
TOTAL SUB HEAD (VIII) 810,120.00
SUB HEAD (IX) : LIGHTNING CONDUCTORS
9.1 6.1 Providing and fixing of lightning conductor finial, made of
25 mm dia 300 mm long, copper tube, having single prong
at top, with 85 mm dia 3 mm thick copper base plate
including holes etc. complete as required.
2 Each 764.00 1528.00
9.2 6.4 Jointing copper / G.I. tape (with another copper/ G I tape,
base of the finial or any other metallic object) by riveting /
nut bolting/ sweating and soldering etc as required.
20 Each 72.00 1440.00
9.3 6.5 Providing and fixing copper tape 20 mm X 3 mm thick on
parapet or surface of wall for lightning conductor complete
as required.(For horizontal run)
300 Metre 376.00 112800.00
17 of 31
Page 45
S. No. CODE DESCRIPTION QTY. UNIT RATE D.S.R. ITEM N.S. ITEM
9.4 6.6 Providing and fixing copper tape 20 mm X 3 mm thick on
parapet or surface of wall for lightning conductor complete
as required.(For vertical run)
135 Metre 406.00 54810.00
TOTAL SUB HEAD (IX) 170,578.00
SUB HEAD (X):- MISCELLANEOUS
10.1 2.21 Providing and fixing M.V. danger notice plate of 200 mm X
150mm, made of mild steel, at least 2 mm thick, and
vitreous enameled white on both sides, and with inscription
in single red colour on front side as required.
6 Each 141 846.00
10.2 N.A Supply and fixing of shock treatment chart (prescribed
under I.E. rules) duly framed with glass and supported from
back with hard board with supply of all material labour T &
P etc for proper completion of work.
2 Each 1458.00 2916
10.3 N.A Supply, fixing, testing, commissioning of 1800mm x
900mm x 20mm thick chequered rubber matting of tested
quality to with stand 11 KV dielectric strength complete in
2 Each 5787.00 11574
10.4 N.A Supply of 11 KV grade rubber hand gloves in pair as per IS
4770
4 Each 1104.00 4416
10.5 N.A Supply and fixing of fan box with hexagonal side of approx.
80mm in length fabricated from 18 SWG MS sheet
incorporating with 10 mm dia MS round bar duly bent for
supportiong fan hanger painted with red oxide and screwing
arrangement with wiring conduit laid in the RCC roof
before concreting along with supply of all materials, labour,
T&P etc. for proper completion of work.
410 Each 122.00 50020
10.6 NA Dismantling of Electrical Existing Lighting Equipment Like
Fitting, Conduit Pipe, Wire,SDB, Switch Board, Fan,
Exhaust, Panel etc And All material hand over to
department in their relative store
2 Job 75000.00 150000
Total Of Sub Head (X) 846 218926
11 NA Supplying of following KVA compact packaged silent type
D.G Set (With acoustic enclosure to reduce the noise levelD.G Set (With acoustic enclosure to reduce the noise level
as per requirements of central pollution control board)
415Volts, 3 phase, 50 Hz AC alternator coupled to diesel
engine complete with all accessories, standard
specifications tool kits, service manual, self starting device,
fly wheel, coupling with guard, V velt, radiator, instrument
panel (starting switch with key, Water Temperature
indicator gauge, Lub OIl Pressure gauge, Lube oil
temperature gauge, Battery Charging AmMetre, indicating
lamp, hour counter etc.), residential type silencer, common
bed plate, anti vibration isolation pads, grouting bolts, first
charge of engine oil, gear oil, high speed diesel oil, 24 volt /
12 volt chargeable battery set with Trickle / Boost Battery
charger complete as required including erecting, testing
and commissioning of following type 415 Volts, 3 phase, 125 KVA D.G. Set (with fuel tank for 6 hrs full load
operation outside the Canopy)
0 Nos 596000.00
TOTAL SUB HEAD (XI)
4900086.00 6551562.67
11451648.67
Total
Net Total
18 of 31
Page 46
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)
ISanitary Instatllations
1 17.1 Providing and fixing 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, Parryware/Hindware/Seabird/Orient
(Coral) with all fittings and fixtures complete
including cutting and making good the walls
17.1.1 White Vitreous china Orissa pattern W.C. pan
of size 580x440mm with integral type foot each 8.00 3392.80 27142.40
2 17.2 Providing and fixing white vitreous china
pedestal type water closet (European type
W.C. pan) with seat and lid, 10 litre low level
white P.V.C. flushing cistern with manually
controlled device (handle lever), conforming
to IS : 7231, Parryware/Hindware/Seabrid
/Orient (Coral) with all fittings and fixtures
complete including cutting and making good
17.2.2 W.C. pan with ISI marked black solid plastic
seat and lid each 32.00 3294.05 105409.60
3 17.7.4 Providing & fixing white vitreous china wash
basin with C.I. brackets painted white, 15 mm
C.P. brass pillar taps, C.P. brass chain with
rubber plug, 32mm C.P. brass waste of
standerd pattern including cutting & making
good the walls wherever required. a)White Vitreous China Flat back wash Basin
size 550x400 mm with single 15 mm C.P.
brass pillar tap.each 40.00 1807.10 72284.00
4 17.28 Providing and fixing P.V.C. waste pipe for sink
or wash basin including P.V.C. waste fittings
complete.17.28.1 Semi rigid pipe 17.28.1.1 32 mm dia each 8.00 76.75 614.00
17.28.1.2 40 mm dia each 4.00 82.60 330.40
5 17.31 Providing and fixing 600x450mm bevelled
edge mirror of superior glass (of approved
quality) complete with 6mm thick hard board
ground fixed to wooden cleats with C.P. brass
screws and washers complete. each 40.00 793.95 31758.00
6 17.80 Providing and fixing white vitreous china
battery based infrared sensor operated urinal
of approx. size 610 x 390 x 370 mm having
pre & post flushing with water (250 ml & 500
ml consumption), having water inlet from
back side, including fixing to wall with suitable
brackets all as per manufacturers specification
and direction of Engineer-in-charge.
each 32.00 16724.95 535198.40
SANITARY INSTALLATIONS & C.P FITTINGS
SCHEDULE OF QUANTITIES FOR PLUMBING WORKS PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR
INTERNAL PLUMBING WORKS
Page 19 / 31
Page 47
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)7 8.10 Providing and fixing stone slab table rubbed,
edges rounded and polished of size 75x50cm
deep and 1.8cm thick fixed in Urinal partitions
by cutting a chase of appropriate width with
chase cutter and embedding the stone in the
chase with epoxy grout or with cement
concrete 1:2:4 (1cement: 2coarse sand:
4graded stone aggregate 6mm nominal size)
8.10.2 Granite Stone of approved shade Sqm. 40.00 3263.50 130540.00
8 17.10 Providing and fixing Stainless Steel AISI 304
(18/8) kitchen sink as per I.S. 13983 with C.I.
brackets and stainless steel plug 40 mm
including painting of fittings and brackets,
cutting and making good the walls wherever 17.10.1 Kitchen sink with drain board 17.10.1.1 510x1040mm bowl depth 250mm each 4.00 7052.15 28208.60
CP Brass fittings9 18.21 Providing and fixing unplasticised PVC
connection pipe with brass unions18.21.2 45 cm length18.21.2.1 15 mm nominal bore each 120.00 68.60 8232.00
10 18.49 Providing and fixing C.P. brass bib cock of
approved quality conforming to IS:893118.49.1 a) 15 mm nominal bore each 40.00 459.50 18380.00
11 18.51 Providing and fixing C.P. brass long body bib
cock of approved quality conforming to IS
standards and weighing not less than 690 18.51.1 a) 15 mm nominal bore each 88.00 610.65 53737.20
12 18.53 Providing and fixing C.P. brass angle valve for
basin mixer and gyser points of approved
quality conforming to IS:893118.53.1 a) 15 mm nominal bore each 88.00 507.70 44677.60
13 18.22 Providing and fixing C.P. brass shower rose
with 15 or 20mm inlet18.22.2 150 mm diameter each 40.00 86.35 3454.00
14 Providing and fixing C.P. brass stop cock
(concealed) of standard design and of
approved make conforming to IS:8931:18.52.1 15mm nominal bore each 40.00 619.75 24790.00
TOTAL 1084756.20
II
1 Providing & fixing soil, waste and vent pipes.17.35.1.2 a) 100mm dia centrifugally cast iron S & S Rm. 300.00 917.75 275325.00
17.35.2.2 b) 75mm dia centrifugally cast iron S & S Rm. 350.00 791.30 276955.00
2 Providing lead caulked joints to sand cast
iron/centrifugally cast (spun) iron pipes &
fitting of diameters.17.58.1 a) 100mm No. 214.00 243.75 52162.50
17.58.2 b) 75mm No. 250.00 205.30 51325.00
SOIL WASTE & VENT PIPES AND FITTINGS
Page 20 / 31
Page 48
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)3 Providing & fixing M.S. holder bat clamps of
approved design to sand cast
iron/centrifugally cast (Spun) iron S & S pipe
embeded in & including cement concrete
blocks 10x10x10cm. of 1:2:4 mix (1 cement :
2 coarse : 4 graded stone aggregate 20mm size). Including cost of cutting holes &
making good the walls etc.17.37.1 a) for 100mm dia pipe. No. 100.00 152.90 15290.00
17.37.2 b) for 75mm dia pipe. No. 60.00 150.60 9036.00
4 Providing & fixing cast iron trap of self
cleansing design with or without ventarm
complete, including cost of cutting & making
good the walls & floors.17.60.2.1 a) 100mm inlet & 75mm outlet. No. 116.00 1020.90 118424.40
5 Providing & fixing cast iron coller.17.57.1.2 a) 100mm dia. No. 150.00 318.35 47752.50
17.57.2.2 b) 75mm dia. No. 174.00 219.75 38236.50
6 Providing and fixing plain cast iron S & S
sanitary bend.17.39.1.2 a) 100mm Nos. 60.00 434.50 26070.00
17.39.2.2 b) 75mm Nos. 16.00 248.80 3980.80
7 Providing and fixing bend of required degree
with access door, insertion rubber washer
3mm thick, bolts and nuts complete.17.38.1.2 a) 100mm Each 0.00 385.70 0.00
17.38.2.2 b) 75mm Nos. 4.00 318.50 1274.00
8 Providing and fixing centrifugaly cast iron
single equal plain junction of required degree. 17.44.1.2 100x100x100mm Nos. 48.00 576.20 27657.60
17.44.2.2 75x75x75mm Nos. 48.00 405.60 19468.80
9 Providing and fixing cast iron terminal guard. 17.56.1.2 100 mm Nos. 20.00 434.50 8690.00
17.56.2.2 75 mm Nos. 12.00 370.75 4449.00
10 DSR
no.19.2.1
Providing and laying cement concrete
1:5:10(1 cement : 5 coarse sand : 10 graded
stone aggregate 20mm nominal size) around
P.V.C Soil and waste pipe including bed
concrete as per standard design(embedded in
the flooring / ground)100 mm dia metre 140.00 592.60 82964.00
75 mm dia metre 250.00 340.00 85000.00
11 12.41 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 10mm gap for
thermal expansion. 12.41.2 110 mm Metre 390.00 231.65 90343.50
12 12.42 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 10mm gap for thermal expansion.
Page 21 / 31
Page 49
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)12.42.5.2 Bend 87.5 degree12.42.5.2 110 mm Bend Each 48.00 161.55 7754.40
12.42.6 Shoe (Plain)12.42.6.2 110 mm Shoe Each 48.00 295.10 14164.80
13 12.43 Providing and fixing unplasticised-PVC pipe
clips of approved design to unplasticised-PVC
rain water pipes by means of 50x50x50 mm
hard wood plugs, screwed with MS 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. 12.43.2 110 mm Each 240.00 189.05 45372.00
14 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
PVC sheet 1m x 1 m x 400 micron, finished
with 12 mm cement plaster 1:3 (1 cement : 3
coarse sand) and a coat of neat
cement,punning,rounding the edges and Each 48.00 186.65 8959.20
TOTAL 1310655.00
III
1 Providing and fixing GI pipes complete
with GI fittings and clamps, including
cutting and making good walls etc. Internal work-Exposed on wall
18.10.1 15mm dia nominal bore Metre 290.00 215.10 62379.00
18.10.2 20mm dia nominal bore Metre 60.00 249.30 14958.00
18.10.3 25mm dia nominal bore Metre 90.00 304.15 27373.50
18.10.4 32mm dia nominal bore Metre 170.00 343.20 58344.00
18.10.5 40mm dia nominal bore Metre 260.00 425.65 110669.00
18.10.6 50mm dia nominal bore Metre 120.00 527.20 63264.00
18.12.7 65mm dia nominal bore Metre 0.00 524.25 0.00
2 Painting GI pipes and fittings with SYNTHETIC
enamel paint over a ready mixed priming
coat, both of approved quality for new work.18.38.1 15mm dia nominal bore Metre 290.00 9.60 2784.00
18.38.2 20mm dia nominal bore Metre 60.00 11.35 681.00
18.38.3 25mm dia nominal bore Metre 90.00 14.95 1345.50
18.38.4 32mm dia nominal bore Metre 170.00 17.70 3009.00
18.38.5 40mm dia nominal bore Metre 260.00 21.00 5460.00
18.38.6 50mm dia nominal bore Metre 120.00 24.75 2970.00
18.40.7 65mm dia nominal bore Metre 0.00 17.45 0.00
3 Providing and fixing GI Union in GI pipes
including cutting and threading the pipe and
making long screws etc. complete (new 18.46.1 15mm dia nominal bore Metre 96.00 165.25 15864.00
18.46.2 20mm dia nominal bore Metre 20.00 188.50 3770.00
18.46.3 25mm dia nominal bore Metre 30.00 200.10 6003.00
18.46.4 32mm dia nominal bore Metre 56.00 240.75 13482.00
18.46.5 40mm dia nominal bore Metre 86.00 316.25 27197.50
18.46.6 50mm dia nominal bore Metre 40.00 392.40 15696.00
18.46.7 65mm dia nominal bore Metre 0.00 636.30 0.00
INTERNAL & EXTERNAL WATER SUPPLY WORKS
Page 22 / 31
Page 50
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)4
18.17Providing and fixing gun metal gate valve with
wheel of approved quality.18.17.1 a) 25mm dia nominal bore Each 2.00 428.85 857.70
18.17.2 b) 32mm dia nominal bore Each 8.00 501.50 4012.00
17.17.3 c) 40mm dia nominal bore Each 16.00 585.50 9368.00
18.17.4 d) 50mm dia nominal bore Each 8.00 750.75 6006.00
18.17.5 e) 65mm dia nominal bore Each 0.00 1287.75 0.00
5 18.48 Providing and placing on terrace (at all floor
levels)polyethylene water storage tank ISI :
12701 marked indicating the BIS License No.
with cover and suitable locking arrangement
and making necessary holes for inlet, outlet
and over flow pipes but without fitting and
base support for tank.[Sintex, Electroplast,
Star, Lotus or equivalent having valid ISI Capcity in Liters Per
Ltrs ##### 7.25 217500.00
618.16
Providing and fixing brass stop cock of
approved quality.18.16.2 a) 20 mm nominal bore Nos. 0.00 344.85 0.00
TOTAL[III] 672993.20
IV
1 2.10 Excavating trenches of required width for
pipes, cables etc. including excavation for
sockets and dressing of sides, ramming of
bottoms, depth upto 1.5m including getting
out the excavated soil, and then returning the
soil as required, in layers not exceeding 20cm
in depth including consolidating each
deposited layer by ramming, watering etc.
2.10.1 All kinds of soil2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not
exceeding 300mm. metre 100.00 208.30 20830.00
2 19.1 Providing, laying and jointing glazed
stoneware pipes grade 'A' with stiff mixture of
cement mortar in the proportion of 1:1 (1
cement : 1 fine sand) including testing of
joints etc. complete.19.1.1 100mm diameter metre 10.00 206.55 2065.50
19.1.2 150mm diameter metre 90.00 314.35 28291.50
3 19.2 Providing and laying cement concrete 1:5:10
(1 cement: 5 coarse sand : 10 graded stone
aggregate 40mm nominal size) all round
S.W. pipes including bed concrete as per
standard design19.2.1 100mm dia SW pipe metre 10.00 592.60 5926.00
19.2.2 150mm dia SW pipe metre 90.00 724.70 65223.00
4 19.4 Providing and fixing square-mouth S.W. gully
trap grade‘A’ 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 design19.4.2 150 x 100 mm size P type19.4.2.2 With Sewer bricks conforming to IS : 4885 each 4.00 1664.80 6659.20
SEWERAGE SYSTEM
Page 23 / 31
Page 51
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)
7 19.7 Constructing brick masonry manhole in
cement mortar 1:4 (1 cement :4 coarse sand)
RCC top slab with 1:2:4 mix (1 cement :2
coarse sand :4 graded stone aggregate 20mm
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 fo neat cement and making
channels in cement concrete 1:2:4 (1 cement
:2 coarse sand :4 graded stone aggregate
20mm nminal size) finished with a floating
8 19.7.1 Inside size 90x80cms and 45cms deep
including CI cover with frame (light duty)
455x610mm internal diamensions total weight
of cover and frame to be not less than 38 kg
(weight of cover 23 kg and weight of frame 19.7.1.1 With FPS bricks of class designation 75
(i) For Sewer Line each 6.00 8507.00 51042.00
9 Extra for depth for manholes: 19.8.1.1 Size 90x80cm with FPS bricks (class I ). metre 3.00 5638.20 16914.60
10 19.15 Providing M.S. foot rests including fixing in
manholes with 20x20x10 cm cement concrete
blocks 1:3:6 (1 cement:3 coarse sand
:6graded stone aggregate 20 mm nominal
size) as per standard design19.15.1 With 20x20 mm square bar each 12.00 275.50 3306.00
TOTAL[IV] 200257.80
Page 24 / 31
Page 52
SL.
NO
DSR
2014
DESCRIPTIONUNIT QTY
RATE
(in Rs)
AMOUNT
(in Rs)
V
1 NSR Extra for providing & fixing 125 mm dia C.P.
grating in place of C.I. grating over floor Each 116.00 80.00 9280.00
2 NSR Providing & fixing 60x2cm. C.P. brass
towelrail complete with C.P. brass brackets
fixed to wooden cleats with C.P. brass
screw.PARRYWARE C9948Each 40.00 1200.00 48000.00
3 NSR Supplying & Fixing of CP soap tray fixed to
the wall with PVC rubber plug with CP brass
screws Each 40.00 800.00 32000.00
4 NSR Providing and Fixing C.P. brass Ablution health
faucet assembly with 1.2 m long braided PVC
hose with mounting bracket fixed on wall
complete.[FOR EWC]Each 32.00 500.00 16000.00
5 NSR Providing and fixing C.P. brass Two-way angle
valve for EWC points & for fixing Ablution
Health Fauct of approved quality conforming
to IS:8931. 15 mm nominal boreEach 32.00 1400.00 44800.00
6 NSR Providing & fixing Jaquar make C.P. brass
bottle trap. Each 64.00 1050.00 67200.00
7 NSR Constructing brick masonary INSPECTION
chamber 60x60x60 cm with bricks of class
designation 50 in cement mortar 1:4 (1
cement : 4 coarse sand) including CI cover
with frame LIGHT WEIGHT complete as per
design. With FPS bricksEach 8.00 6500.00 52000.00
TOTAL [V] 269280.00
VI
1 NSR Providing and fixing G.I Inlet fitting with 2
inlets 75 mm size fabricated from 100 mm dia
G.I pipes(approx. length=150mm to 300mm)
and welded G.I sockets, fixed to CI trap with
lead caulked joint and set in cement concrete
as per standard drawing including cost of
Bitumastic paint complete. Each 32.00 1200.00 38400.00
TOTAL [VI] 38400.00
3576342.20
NON SCHEDULED ITEMS
SANITARY INSTALLATIONS & C.P FITTINGS
Total Internal Plumbing
CI PIPES & FITTINGS
Page 25 / 31
Page 53
S.N. Description D.S.R. -
2014
Qty. Unit Rate
(Rs.)
Amount (Rs.)
SEPTIC TANK
Size :- Length = 7.50 M. Width =
2.65 M Total Depth =2.50M
1 Earth work in excavation over areas
including disposal of excavated earth,
lead upto 50m, disposed earth to be
levelled and neatly dressed.
In all kind of soil upto 1.5m depth2.6.1 79.040 Cum 155.60 12298.624
In all kind of soil upto 1.5m to 3.0m.
depth 2.6.1&2.26 58.580 Cum 201.85 11824.373
2 Providing and laying of cement
concrete in base excluding the cost of
centring and shuttering by 1:2:4 (1
cement : 2 coarse sand : 4 gradded
stone aggregae 40mm nominal size)4.1.3 9.270 Cum 5466.30 50672.601
3 Brick work with brick of class
designation 150 in foundation and
plinth in cement mortar (1 cement : 4
coarse sand)6.1.1 49.794 Cum 4918.65 244919.2581
4 Reinforced cement concrete work in
slab with 1:2:4 (1 cement : 2 course
sand : 4 graded stone aggregate
20mm normal size).5.3 8.484 Cum 6778.2 57506.2488
5 Reinforcement for R.C.C. work
including, straightening, cutting
bending binding and placing in
position complete.5.22.1 640.000 Kg 64.95 41568
6 Centring and shuttering including
struting , proping etc and removal of
form for slab.5.9.3 40.000 Sqm 401.65 16066
7 15mm cement plaster on rough side
of mix 1:4 (1 cement : 4 coarse
sand) 13.2.1 131.100 Sqm 189.40 24830.34
8 Providing M.S. foot rest including
fixing with 20x20x10 cm. cement
concrete block 1:3:6 (1 cement : 3
coarse sand : 6 gradded aggregate of
nominal size 20mm ) as per standard
design with 20x20mm sq bars.19.15.1 24.000 Nos. 275.50 6612
ESTIMATE FOR EXTERNAL PLUMBING WORKS
PROPOSED RENOVATION WORK OF HOSTEL BLOCK D & F FOR N.I.T., RAIPUR
(CHATTISGARH)PART - A (SCHEDULED ITEMS AS PER D.S.R 2014)
26
Page 54
9 Providing and fixing C.I. tee at the
inlet and outlet of septic tank.7087 4.000 Nos. 600.00 2400
10 Providing & fixing 75mm dia vent
pipes. 17.35.2.1 2.000 Rm. 709.10 1418.2
11 Providing & fixing of 75mm dia cast
iron terminal guard.
17.56.2.1 2.000 No. 197.7 395.4
12 Providing and fixing in position
precast RCC manhole cover and
frame of required shape and
approved quality.M.D. -10- Circular shape 500mm
internal diameter 19.19.2.2 4.000 No. 909.25 3637
M.D. -2.5- Circular shape 450mm
internal diameter 19.19.1.3 8.000 No. 902.80 7222.4
13 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, 1.8m long
complete as per standard design.
With F.P.S. bricks 19.32.1 4.000 No. 18309.50 73238
TOTAL 554608.44
1 Excavating trenches in all kind of soil
of required width for pipes, cables
etc. including excavation for sockets
and dressing of sides, ramming of
bottoms, depth upto 1.5 m. including
getting out the excavated soil & then
returning the soil as required,
in layers not exceeding 20cm in depth
including consolidating each
deposited layer by ramming,
watering, etc & disposig of surplus
excavated soil as directed within a
lead of 50m.
a) Pipes 80mm to 300mm diameter. 2.10.1.2 300.000 RM 208.30 62490
2 Providing, laying and joining glazed
stone ware pipes grade 'A' with stiff
mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine
sand) including testing of joints etc.
complete.
a) 150mm diameter 19.1.2 300.000 M 314.35 94305
SCHEDULE OF QUANTITIES FOR
27
Page 55
3 Providing & laying cement concrete
1:5:10 (1 cement :5 coarse sand :10
graded stone aggregate 40mm
nominal size) alround S.W. Pipes
including bed concrete as per
standard design.
a) 150mm diameter S.W. Pipe 19.2.2 300.000 M 724.70 217410
4 Constructing brick masonry manhole
in cement mortar 1:4 (1 cement :4
coarse sand) RCC top slab with 1:2:4
mix (1 cement :2 coarse sand :4
graded stone aggregate 20mm
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 fo neat cement and
making channels in cement concrete
1:2:4 (1 cement :2 coarse sand :4
graded stone aggregate 20mm
nminal size) finished with a floating
coat of neat cement complete as per
standard design.
19.7
Inside size 90x80cms and 45cms
deep including CI cover with frame
(light duty) 455x610mm internal
diamensions total weight of cover and
frame to be not less than 38 kg
(weight of cover 23 kg and weight of
frame 15kg).
With common burnt clay FPS (non
modular) bricks of class designation
75
19.7.1
(i) For Sewer Line 19.7.1 12.000 each 8507.00 102084
Inside size 90x120cms and 90cms
deep including CI cover with frame
(MEDIUM duty) 455x610mm internal
diamensions total weight of cover and
frame to be not less than 116 kg
(weight of cover 58 kg and weight of
frame 58kg).With common burnt clay FPS (non
modular) bricks of class designation
7519.7.2
(i) For Sewer Line 19.7.2.1 6.000 each 18304.45 109826.7
Extra for depth for manholes: Size 90x80cm with With common
burnt clay FPS (non modular) bricks
of class designation 7.5 19.8.1.1 6.000 metre 5638.20 33829.2
Size 90x120cm with With common
burnt clay FPS (non modular) bricks
of class designation 7.519.8.2.1 3.000 metre 6753.65 20260.95
28
Page 56
5 Providing orange colour safety foot
rests of minimum 6 mm thick plastic
encapsulated as per IS:10910 on 12
mm dia steel bar conforming to
IS:1786 having minimum cross
section as 23 mm x 25 mm and over
all minimum length 263 mm and
width as 165 mm with minimum 112
mm space between protruded legs
having 2 mm thread on top surface
by ribbing or chequering besides
necessary and adequate anchoring
projections on tail length on 138 mm
as per standard drawing and suitable
to with stand the bend test and
chemical resistance test as per
specifications and having
manufacture's permanent
identification mark to be visible even
after fixing, including fixing in
manholes with 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 19.16 36.000 each 311.60 11217.6
TOTAL 651423.45
EXTERNAL WATER SUPPLY SYSTEM
1 Providing & fixing G.I. pipes complete
with G.I. fittings including trenching
and refilling etc. (external work)
65mm nominal bore. 18.12.7 200.000 Rm. 524.25 104850
50mm nominal bore. 18.12.6 200.000 Rm. 399.50 79900
40mm nominal bore. 18.12.5 60.000 Rm. 334.15 20049
2 Supplying and fixing of specials for
pressure pipe.
10% of item no.7 20479.90
3 Providing and fixing gate valve (with
cap complete with bolts, nuts, rubber 65mm nominal bore. 18.17.5 2.000 Nos. 1287.75 2575.5
50mm nominal bore. 18.17.4 4.000 Nos. 750.75 3003
40mm nominal bore. 18.17.3 60.000 Nos. 585.50 35130
4 Constructing brick masonry
chamber 600 x 600 x 750 mm
inside with F.P.S. brick work in
cement mortar 1:4 (1 cement : 4
coarse sand) for Sluice Valve / Air
Valve, with C. I. surface box 100 mm
top diameter, 160 mm bottom
diameter and 180mm deep (inside)
with chained lid and RCC top slab
with 1 : 2 : 4 mix (1 cement : 2
coarse sand : 4 grade 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 18.33.1 4.000 Each 6754.30 27017.2
29
Page 57
5 Constructing brick masonry
chamber 900 x 900 x 1000 mm
inside with F.P.S. 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 with
1:2:4 mix (1 cement: 2 coarse
sand:4 grade stone aggregate 20mm
nominal size); necessary excavation,
foundation concrete 1:5:10 (1 cement
:5 fine sand: 10 graded stone
aggregate 40mm nominal size) and
inside plastering with cement mortar
1:3 (1 cement:3 coarse sand ) 12
mm thick finished with a floating coat 18.34.1 2.000 Each 11672.35 23344.7
TOTAL 316349.30
DRAINAGE SYSTEM
1 Constructing brick masonry open
surface drain with bricks of class
designation 75 in cement mortar 1:4
(1 cement : 4 fine sand) including
earth excavation, 10cm thick bed
concrete 1:5:10 (1 cement : 5 fine
sand : 10 graded stone aggregate
40mm nominal size) and 25mm thick
cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone
aggregate 12.5mm nominal size) for
filling haunches including 12mm
cement plaster 1:4 (1 cement : 4
coarse sand ) with a floating coat of
neat cement inside the drain, its top
and exposed side including disposal
of surplus earth complete as per
30cm drain 45cm average depth A.R. 350.000 Metre 1970.00 689500
45cm drain 60cm average depth A.R. 200.000 Metre 3000.00 600000
2 UNDER GROUND WATER TANK AT
PLINTH AREA RATE OF 100KL
3 OVER HEAD WATER TANK AT PLINTH
AREA RATE OF 10KL 300000
TOTAL 1589500.00
GRAND TOTAL 3111881.19SAY 3111881.00
30
Page 58
Sl.No
.Description Unit Qty. Rate
Non DSR
Amount
Sub Head (I) - Fire Suppression
System
15 Supply and fixing CO2 type fire
extinguishers 4.5 kg. capacity(ISI
Marked IS: 2878 & TAC
approved) complete with initial
charge and wall bracket, along
with supply of all materials and
labour for proper completion of
work.Each 20 9874.00 197480.00
16 Supply and fixing of fire
extinguishers dry chemical type 6
kg. capacity (ISI Marked IS:
15683 & TAC approved)
complete with initial charge and
wall bracket, along with supply of
all materials and labour for proper Each 20 8842.00 176840.00
17 Supply and fixing of fire bucket,
round bottom made of G.I. sheet
9-11 litres capacity duly painted
as per fire brigade design,
supported on hanging bracket
chained and locked, initially filled
with fine river sand, water as per
directions of Engineer-in-Charge. Each 4 281.00 1124.00
Total Sub Head (I) 375444.00
NIT RAIPUR HOSTEL BLOCK D&F
Estimate of Fire Fighting System
31/31