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| # | Company | Amount |
|---|---|---|
| 1 | ₹1.1 Cr 1 FLOOR F 08 DLF CENTRE POINT BUILDING SECTOR 11 HINDUSTAN SECURITY FARIDABAD HARYANA 126006 91 95551 24104 | ₹1.1 Cr |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
29 Oct 2025, 11:00 amClosed
The work of sound proofing of music rooms, including misc. repair i.e. water proofing of terrace, repair to damaged plaster, concrete pavement, replacement of damaged wooden door and window shutters etc. of Student Activity Centre, The work of provision of finishing work in the all Academic buildings at NIT Kurukshetra. Finishing walls with exterior paints and misc repair., and Construction of Fountain in the Guest House at NIT Kurukshetra, Haryana
NITKKRACADEMICPAINTING
NITKKRACADEMICPAINTING
Open Tender-Domestic
Civil Works General
Kurukshetra, Haryana
₹11,800
₹1.0 L
16 Jul 2026
22 Oct 2025
29 Oct 2025
29 Oct 2025
14 Nov 2025
Bill of Quantity
Name of work: The work of sound proofing of music rooms, including misc. repair i.e. water proofing of terrace, repair to damaged plaster, concrete pavement,
replacement of damaged wooden door and window shutters etc. of Student Activity Centre, The work of provision of finishing work in the all Academic buildings at NIT
Kurukshetra. SH: Finishing walls with exterior paints & misc repair., and Construction of Fountain in the Guest House at NIT Kurukshetra, Haryana
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
The work of provision of sound proofing of music rooms, including misc. repair i.e. water proofing of terrace, repair to damaged
A.) plaster, concrete pavement, replacement of damaged wooden door and window shutters etc. of Student Activity Centre at NIT
Kurukshetra, Haryana.
1 2 Earthwork
Earth work in surface excavation not exceeding 30 cm in depth but
exceeding 1.5 m in width as well as 10 sqm on plan including getting out
and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed
by Engineer-in-Charge:
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
2 4.00 CONCRETE WORK
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth level:
1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources:
2.1.1 4.1.3 4 graded stone aggregate 20 mm nominal size derived from natural 10.05 cum 7,365.15 74,019.76
1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources:
2.1.2 4.1.10 10 graded stone aggregate 40 mm nominal size derived from natural 5.02 cum 6,050.65 30,374.26
3 6.00 MASORY WORK
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in :
3.1.1 6.1.12 Cement mortar 1:6 (1 cement: 6 coarse sand) 16.97 cum 6,658.25 1,12,990.50
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
4 9.00 WOOD AND PVC WORK
Providing and fixing glazed shutters for doors, windows and clerestory
4.1 9.90 windows using 4 mm thick float glass panes, including ISI marked M.S.
pressed butt hinges bright finished of required size with necessary screws
4.1.1 9.9.1 Second class teak wood
Providing and fixing ISI marked flush door shutters conforming to IS:
2202 (Part 1) non-decorative type, core of block board construction with
4.2 9.21 frame of 1st class hard wood and well matched commercial 3 ply
veneering with vertical grains or cross bands and face veneers on both
faces of shutters:
35 mm thick including ISI marked Stainless Steel butt hinges with
necessary screws
Extra for providing lipping with 2nd class teak wood battens 25 mm
4.3 9.23 minimum depth on all edges of flush door shutters (over all area of door 19.19 sqm 401.40 7,702.87
shutter to be measured).
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts
and screws etc. complete:
Providing and fixing ISI marked oxidised M.S. tower bolt black finish,
(Barrel type) with necessary screws etc. complete:
Providing and fixing ISI marked oxidised M.S. handles conforming to
IS:4992 with necessary screws etc. complete:
Providing and fixing fly proof stainless steel grade 304 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. 0.50 mm all
4.7.1 9.135.1 With 2nd class teak wood beading 62X19 mm 13.43 sqm 1,404.25 18,859.08
5 10.00 STEEL WORK
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,
5.1 10.30 with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel
pulleys, complete with bolts, nuts, locking arrangement, stoppers,
handles, including applying a priming coat of approved steel primer.
Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slury admixed with pigment of matching shade including rubbing.
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.
Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or
7 12.00 ROOFING
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse
7.1 12.21 sand: 4 stone aggregate 10 mm and down gauge), Including finishing
with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:
8 13.00 FINISHING
8.1 13.40 12 mm cernent plaster of mix:
8.2 13.50 15 mm cement plaster on rough side of single or half brick wall of mix
Cement plaster 1:3 (1 cement: 3 coarse said) finished with a floating coat
of neat cement.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC
8.4 13.42 content less than 50 gms/litre, of approved manufacturer, of required
shade and colour complete, as per manufacturer's specification.
8.4.1 13.42.1 Two or more coats on new work 1120 sqm 92.75 1,03,880.00
Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade:
8.5.1 13.61.1 Two or more coats on new work 200 sqm 131.45 26,290.00
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
Painting with synthetic enamel paint of approved brand and manufacture
of required colour to give an even shade
Two or more coats on new work over an under coat of suitable shade with
8.6.1 13.62.1 ordinary paint of approved brand and manufacture additives of required 150 sqm 191.40 28,710.00
8.7 13.11 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
Old work (Two or more coats applied @ 1.43 Ltr/ 10 sqm) over existing
cement paint surface
9 15.00 DISMANTLING AND DEMOLISHING
Demolishing cement concrete manually by mechanical means including
9.1 15.20 disposal of material within 50 metres lead as per direction of Engineer-in-
9.1.1 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2.91 sqm 2,007.10 5,840.66
Dismantling doors, windows and clerestory windows (steel or wood)
9.2 15.12 shutter including chowkhats, architrave, holdfasts etc. complete and
stacking within 50 metres lead:
9.2.1 15.12.1 Of area beyond 3 sq. metres 1 each 414.55 414.55
Taking out doors, windows and clerestory window shutters (steel or wood)
including stacking within 50 metres lead:
9.3.1 15.13.1 Of area 3 sq. metres and below 79 each 118.30 9,345.70
Dismantling old plaster or skirting raking out joints and cleaning the
9.4 15.56 surface for plaster including disposal of rubbish to the dumping ground 775.66 sqm 45.05 34,943.48
within 50 metres lead.
10 16.00 18 ROAD WORK
Cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone
aggregate 40 mm nominal size) in pavements, laid to required slope and
camber in panels as required including consolidation finishing and tamping
11 26.00 NEW TECHNOLOGIES AND MATERIALS
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
Non combustible as per BS 476 (part 4)-1970 and light reflectance of
85% (minimum) to be laid in true horizontal level suspended on
interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm
thick (galvanized @ 120 grams per sqm including both sides) comprising
of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size
15x32 mm of length 1200 mm and secondary intermediate cross-T of size
15x32 mm of length 600mm to form grid module of size 600 x 600 mm,
suspended from ceiling using galvanised mild steel items (galvanizing @
80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash
fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and
L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter
wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on
periphery wall / partition with the help of plastic rawl plugs at 450 mm
center to center and 40 mm long dry wall wood screws. The work shall be
carried out as per specifications, drawing and as per directions of the
Engineer-in-Charge.
With fully perforated 12 mm thick micro tegular edged
or 10 mm thick square edged GRG false ceiling tiles.
Perforated GRG (Glass Fiber Reinforced Gypsum) panels/tiles of size 595 x
595mm of approved testure, design and pattems having moisture content
less than 2%, having NRC (Noise Reduction coefficient) of 0.80 to 0.85 as
per IS 8225:1987, Light reflectance of 75% to 85% (minimum). Non
combustible as per BS:478 (part-4)-1970, fire performance as per BS:476
(part 6 87), humidity resistance of 99%, comprising of a frame made
from especially fabricated galvanised mild steel sheet 0.50 mm thick
pressed section (galvanizing 120 grams per sqm Including both sides) le.
12 MR vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to 223.29 sqm 2,681.80 5,98,819.12
center in a floor and ceiling channel section of size 50 x 32m foxed to the
floor and soffit at 600mm centers using 12mm dia, 50mm long wedge
type expanded zinc alloy dash fastener with 10mm bolt. This same
channel is then to be fixed in horizontal direction at 600mm center to
center so as to form a grid of 600mm x 600mm. Glass wool of 50mm
thickness is then to be inserted in the slots and finally calcium silicate non
combustible panels/tiles are to be screw fixed with self tapping pan head
nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving.
Providing and foảng 50mm thick glass wool of approved brand and
manufacture of density 24 Kg/m3 on top of GRG tile Including applying
adhesive and pasting glass wool on tile and placing in position as per
direction of Engineer-in-charge.
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
Providing and laying integral cement based water proofing treatment
Including preparation of surface as required for treatment of roofs,
balconies, terraces etc consisting of following operations: (a) Applying a
slurry coat of neat cement using 2.75 kg/sqm of cement admixed with
water proofing compound conforming to IS. 2645 and approved by
Engineer-in-charge over the RCC slab including adjoining walls upto 300
mm height including cleaning the surface before treatment. (d) Finishing
the surface with 20 mm thick jointless cement mortar of mix 1:4 (1
cement 4 coarse sand) admixed with water proofing
compound.conforming to IS: 2645 and approved by Engineer-in-charge
including laying glass fibre cloth of approved quality in top layer of plaster
and finally finishing the surface with trowel with neat cement slurry and
making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace
so finished shall be flooded with water for a minimum period of two weeks
for curing and for final test. All above operations to be done in order and
as directed and specified by the Engineer-in-Charge:
Total Amount (Student Activity Centre)-A 29,52,964.31
Total Amount (Student Activity Centre)-A 29,52,964.31
The work of provision of finishing work in the all Academic buildings at NIT Kurukshetra. SH: Finishing walls with exterior paints &
1 13 FINISHING
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade:
New work (Two or more coats applied @ 1.43 Itr/10 sqm over and
including priming coat of exterior primer applied @2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture
of required colour to give an even shade:
1.2.1 13.99.1 One or more coats on old work 6625 Sqm 86.55 5,73,393.75
Painting (one or more coats) with black Japan paint of approved brand
and manufacture to give an even shade
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade
Old work (Two or more coats applied @ 1.43 Itr/ 10 sqm) over existing
cement paint surface
1.4.2 13.112.2 Old work (one or more coats applied @ 0.83 Itr/10 sqm). 52125 Sqm 74.10 38,62,462.50
2 14 REPAIRS TO BUILDING
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5
sq.meters and under, including cutting the patch in proper shape, raking
out joints and preparing and plastering the surface of the walls complete,
including disposal of rubbish to the dumping ground, all complete as per
direction of Engineer-in-Charge. With cement mortar 1:4 (1cement: 4
2.1.1 14.1.2 With Cement mortar 1:4 (1 cement: 4 coarse sand) 500 Sqm 478.00 2,39,000.00
Total Amount (Academic bulldings)-B 66,75,182.25
Total Amount (Academic bulldings)-B 66,75,182.25
C.) The construction of Fountain in the Guest House at NIT Kurukshetra, Haryana
1 2 Earthwork
Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
1.1 2.6 well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means in foundation trenches or drains (not exceeding 1.5 m in
1.2 2.8 width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m.
2 4 CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement concrete of specified grade
2.1 4.1 excluding the cost of centering and shuttering - All work up to plinth level
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources :
2.1.1 4.1.3 4 graded stone aggregate 20 mm nominal size derived from natural 2.95 cum 7365.15 21727.19
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources
2.1.2 4.1.10 : 10 graded stone aggregate 40 mm nominal size derived from natural 5.17 cum 6050.65 31281.86
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
3 6 MASONRY WORK
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
3.1.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 14.92 cum 6882.00 102679.44
4 8 CLADDING WORK
Providing edge moulding to 18 mm thick marble stone counters, Vanities
4.1 8.3 etc., including machine polishing to edge to give high gloss finish etc.
complete as per design approved by Engineer-in-Charge.
5 11 FLOORING
Providing and fixing Glass mossaic tiles on finished plain wall surface of
size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize
design as per direction of Engineer-in- Charge. The glass mosaic tiles to
5.1 11.53 be fixed on the wall surface with the help of approved adhesive applied at 51.53 sqm 3282.50 169147.23
the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive
of all operation, material and required pattern approved by Engineer-in-
Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.
5.2.1 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 28.23 sqm 3908.80 110345.42
6 13 FINISHING
6.1 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating
coat of neat cement.
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
7 18 WATER SUPPLY
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c
7.1 18.10 cutting and making good the walls etc.
Internal work - Exposed on wall
7.1.1 18.10.2 20 mm dia nominal bore 40 metre 373.35 14934.00
7.1.2 18.10.6 50 mm dia nominal bore 40 metre 893.20 35728.00
Making connection of G.I. distribution branch with G.I. main of following
7.2 18.13 sizes by providing and fixing tee, including cutting and threading the pipe
etc. complete :
Providing and fixing gun metal gate valve with C.I. wheel of approved
quality (screwed end) :
7.3.1 18.17.1A 20 mm nominal bore 2 Each 461.75 923.50
Constructing masonry Chamber 60x60x75 cm inside, in brick work in
cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.
surface box 100mm top diameter, 160 mm bottom diameter and 180 mm
deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2
7.4 18.33 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c
necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand
: 10 graded stone aggregate 40 mm nominal size) and inside plastering
with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished
with a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of class designation
Painting G.I. pipes and fittings with synthetic enamel white paint with two
7.5 18.38 coats over a ready mixed priming coat, both of approved quality for new
7.5.1 18.38.2 20 mm diameter pipe 20 metre 19.65 393.00
7.5.2 18.38.6 50 mm diameter pipe 25 metre 43.05 1076.25
Providing and fixing G.I. Union in G.I. pipe including cutting and threading
the pipe and making long screws etc. complete (New work) :
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
8 22 WATER PROOFING
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
(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 mixed slurry.
9 Non Schedule
9.1 MR Providing and fixing Crown Jet Nozzle 3/8" 30 Each 275.45 8263.50
9.2 MR Providing and fixing submersible pump 2 HP, single phase. 2 Each 25838.05 51676.10
9.3 MR Providing and fixing Brass Bell Jet Nozzel 25mm. 6 Each 3278.95 19673.70
9.4 MR Providing and fixing LED based waterproof nozzle SS 304 LED light. 12 Each 4590.50 55086.00
9.5 MR Providing and fixing LED light controller R.G.B 12V. 1 Each 9836.80 9836.80
9.6 MR Providing and fixing LED light stand. 12 Each 655.80 7869.60
9.7 MR Providing and fixing G.I. Ring 5 f.t dia 40mm with socket 30 nos. 1 Each 19673.65 19673.65
9.8 MR Providing and fixing CPVC Plumbing material charge. 1 Per Job 12459.95 12459.95
9.9 MR Providing and fixing Electrical material charge. 1 Per Job 9836.80 9836.80
Providing and fixing Executions, Supervision Ins. Testing & commissioning
9.11 MR Cartage charge 1 Per Job 7869.45 7869.45
Total Amount (Fountain in the Guest House)-C 8,07,216.16
Total Amount (Fountain in the Guest House)-C 8,07,216.16
Gross Amount (A+B+C) 1,04,35,362.72
Digitally signed by AKSHIT
Item No. of DSR-
Sr.No Description Quantity Unit Rate Amount Remarks
Digitally signed by AKSHIT
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