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Tender ID
Tender Value
₹98.8 L
EMD Value
₹2.5 L
Closing Date
20 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER, S.D.A.U. AT S.K.NAGAR.
CONSTRUCTION OF NEW FARMERS HOSTEL OF KVK, BANASKANTHA-II, SDAU AT THARAD
271601
11 of 2025-26
Open
Civil - All
Works
Banaskantha
1 document required · 1 mandatory
₹2,400
Yes
SDAU FUND A/C, DANTIWADA
₹2.5 L
Yes
31 Jan 2026
31 Jan 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
Excavation for foundation upto 1.50 m. depth in loose or
soft soil including sorting out and stacking of useful
material and dispose of excavated stuff for all lead and
1 lift etc. complete. As per given detail drawing and design
and directed by engineer in charge.
Excavation for foundation from 1.50m to 3.00m depth in
1a hard or dense soil. 82.22 Cum 160.77
Rubble soling :Providing, Laying, spreading and
compacting hard, durable rubble stones (typically 75-
150 mm) laid to a 200mm thickness over a levelled
surface in the footing. The stones must be closely packed
2 and set firmly, with all voids filled by smaller aggregates 54.82 Cum 250.00
like stone dust, sand, or morrum, and the layer
compacted after watering in two layers of 100mm each
i/c compaction etc. complete.
Providing & laying P.C.C. 1:4:8 (1 cement, 4 coarse sand,
8 graded stone aggregates of 40 mm nominal size) for
foundation & plinth (below column footing and G.B) in
3 true line and level including ramming/consolidating 11.01 Cum 3348.00
curing etc. complete. As per given detail drawing and
design as directed by engineer in charge.
Providing & laying P.C.C. 1:5:10 (1 cement, 5 coarse
sand, 10 graded stone aggregates of 40 mm nominal
size) for below brick walls & plinth ramming,
consolidating in true line and level. As per given drawing
and design as directed by engineer in charge.
Carrying out Anti termite treatment to post construction
/existing structure by flooding / spraying chemical
solution using 'DERMET' or equivalent chemical with
50% concentration for termite control treatment
including all labour and material consistent with I.S.I
specificatoin and as per given drawing, design,
instructions as directed by engineer in charge.
Water proofing for sunk slab and terrace : Providing and
laying water proofing treatment for Toilets & Kitchen
including cleaning the RCC slab top surface, Providing on
top of slab surface cement slurry mixed with approved
water proofing compound thereafter providing cement
mortor 1:4 (1 cement 4 course sand) 20mm thick with
approved water proofing compound and filling 200 mm
depth sunk with layer of old/new half broken
5 bricks(coba) including keeping 15mm to 20mm gap
between broken bricks. Providing necessary gradients
for proper flow of water and providing cement slurry
with water proofing compound spread over brick bat
(coba) in cement mortor 1:4: (1 cement 4 course sand)
mixed with approved water proofing compound, top
finished smooth with cement and extending the water
Providing & Filling with available excavated earth
(Excluding rock) in trenches, plinth, sides of foundation
6 etc. in layers not less than 20 cm. in deth, consolidating 311.38 Cum 129.10
each deposited layer by ramming and watering etc.
complete as directed by engineer in charge.
Providing & filling in foundation and plinth with
murrum or selected soil brought from outside ,in layers
6a not exceeding 20 cm in thickness including watering 230.56 Cum 267.62
ramming and consolidating in proper level and slope etc.
complete as directed by engineer in charge.
Providing & Filling in plinth with sand under floors
including watering ramming, consolidation and dressing
as per required line and levels etc. complete. As directed
by engineer in charge.
P/L M 25 grade cement concrete work 1:1:2 (1 cement :
1 course sand : 2 stone aggregate 20 mm nominal size
B.T. kapachi) including the cost of necessary form work
in true line and levels including compacting with
7 vibrator, curing. But excluding cost of reinforcement for 73.53 Cum 4488.00
R.C.C work for COLUMN FOOTING for any cross sectional
area etc. complete. As per given structural drawing,
design and as directed by engineer in charge.
P/L M 25 grade cement concrete work 1:1:2 (1 cement :
1 course sand : 2 stone aggregate 20 mm nominal size
B.T. kapachi) including the cost of necessary form work
in true line and levels including compacting with
7a vibrator, curing. But excluding cost of reinforcement for 7.55 Cum 6880.00
R.C.C work for COLUMN PADESTAL for any cross
sectional area etc. complete. As per given structural
drawing, design and as directed by engineer in charge.
P/L M 25 grade cement concrete work 1:1:2 (1 cement :
1 course sand : 2 stone aggregate 20 mm nominal size
B.T. kapachi) including the cost of necessary form work
in true line and levels including compacting with
7b vibrator, curing. But excluding cost of reinforcement for 56.84 Cum 6312.00
R.C.C work for PLINTH & GROUND BEAM for any cross
sectional area etc. complete. As per given structural
drawing, design and as directed by engineer in charge.
Providing and laying M 25 grade cement concrete work
1:1:2 (1 cement : 1 course sand : 2 stone aggregate
mm nominal size B.T. kapachi) including the cost of
necessary form work in true line and levels including
7c compacting with vibrator, curing. But excluding cost of 34.13 Cum 8063.00
reinforcement for Column work for above plinth level
for any cross sectional area etc. complete. As per given
structural drawing, design and as directed by engineer in
Providing and laying M 20 grade cement concrete work
1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate
20 mm nominal size B.T. kapachi) including the cost of
necessary form work in true line and levels including
7d compacting with vibrator, curing. But excluding cost of 0.06 Cum 6147.00
reinforcement for COPING for any cross sectional area
etc. complete. As per given structural drawing, design
and as directed by engineer in charge.
Providing and laying M 20 grade cement concrete work
1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate
20 mm nominal size B.T. kapachi) including the cost of
necessary form work in true line and levels including
7e compacting with vibrator, curing. But excluding cost of 10.45 Cum 6569.00
reinforcement for LINTEL/ CHHAJJA for any cross
sectional area etc. complete. As per given structural
drawing, design and as directed by engineer in charge.
Providing and laying M 20 grade cement concrete work
1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate
20 mm nominal size B.T. kapachi) including the cost of
necessary form work in true line and levels including
7f compacting with vibrator, curing. But excluding cost of 49.06 Cum 6057.00
reinforcement for SLAB OF ALL FLOORS ( 3.65 mtr. Clear
bottom height of slab from floor level) for any cross
sectional area etc. complete. As per given structural
drawing, design and as directed by engineer in charge.
Providing and laying M 20 grade cement concrete work
1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate
20 mm nominal size B.T. kapachi) including the cost of
necessary form work in true line and levels including
7g compacting with vibrator, curing. But excluding cost of 36.40 Cum 6535.00
reinforcement for BEAMS AT ALL FLOORS for any cross
sectional area etc. complete. As per given structural
drawing, design and as directed by engineer in charge.
Providing and laying M 20 grade cement concrete work
1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate
20 mm nominal size B.T. kapachi) including the cost of
necessary form work in true line and levels including
7h compacting with vibrator, curing. But excluding cost of 3.07 Cum 6192.00
reinforcement for STAIR STEPS & LANDINGS for any
cross sectional area etc. complete. As per given
structural drawing, design and as directed by engineer in
Providing and laying M 20 grade cement concrete work
1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate
20 mm nominal size B.T. kapachi) including the cost of
necessary form work in true line and levels including
7i compacting with vibrator, curing. But excluding cost of 0.27 Cum 9833.00
reinforcement for PARDI AND PARDI BEAMS AT ALL
FLOORS for any cross sectional area etc. complete. As
per given structural drawing, design and as directed by
engineer in charge.
P/L TMT STEEL BAR Fe500 reinforcement for R.C.C work
uo to floor two level including cutting , bending, binding
8 and placing in position with annealed wires etc. 23781.84 KG 76.52
complete as per given structural drawing and design and
as directed by engineer in charge.
Brick work : P/L and constructing Brick work using first
class conventional clay bricks having crushing strength
not less than 35 kg/sq.m. in FOUNDATION AND PLINTH
9 in c.m. 1:6 (1 cement : 6 fine sand) in true line and level 72.91 Cum 4172.60
including curing, scaffolding, racking out the joints etc.
Complete as per given drawing and design and as
directed by engineer in charge.
P/L and constructing Brick work using first class
conventional clay bricks having crushing strength not
less than 35 kg/sq.m. in super structure ABOVE PLINTH
9a UP TO FLOOR TWO LEVEL in c.m. 1:6 (1 cement : 6 fine 177.41 Cum 4451.53
sand) in true line and level including curing, scaffolding,
racking out the joints etc. Complete as per given drawing
and design and as directed by engineer in charge.
Providing, laying and constructing 0.115 Mt. thick brick
work, partition wall with conventional building bricks
having crushing strength not less than 35 kg/sq.m. in
9b plinth and up to floor two level super structure in 16.44 Sq. m 623.60
cement mortar 1:4 (1 cement : 4 fine sand) including
racking out joints, curing scaffolding etc. complete. as
directed by engineer in charge.
P/L and constructing Brick work using first class
conventional clay bricks having crushing strength not
less than 35 kg/sq.m. for super structure PERAPET ON
9c TERRACE in c.m. 1:6 (1 cement : 6 fine sand) in true line 35.90 Cum 4493.23
and level including curing, scaffolding, racking out the
joints etc. Complete as per given drawing and design and
as directed by engineer in charge.
Providing & applying 10 mm. thick cement plaster for
toilet walls in C.M. 1:4 single coat on fair side Brick /
concrete walls for interior plastering upto floor two level
and finished even and smooth in floating coat of neat
cement slurry etc. complete as directed by engineer in
P/A 15mm thick single coat MALA cement plaster on
fair side of brick or concrete wall for interior/ exterior
plastering uo to floor two levels finished even and
smooth in C.M.1:4 (1 cement:4 sand) excluding finishing
10a with floating coat of neat cement slurry including 1282.37 Sq. m 163.39
necessary curing, scaffolding in true line and level etc.
complete as per Architect instructions and drawing or as
directed by engineer in charge.
P/A 20 mm thick double coatTIPPANI cement plaster on
outside wall full height from ground level consisting of
12mm thick backing coat in C.M. 1:3 (1 cement: 3 sand)
and 8 mm thick finished coat of cement 1:1 (1 cement:
sand) including necessary curing, scaffolding in true line
and level etc. complete as per Architect instructions and
drawing or as directed by engineer in charge.
Providing cement vata (10.0 cm. X 10 cm. size) quarter
10c round in cement mortar 1:1 incl. neat cement finishing, 155.80 Rmt. 24.04
watering etc. complet.
Providing thoting drip (TAPAK PATTI) (50mm
wideX10mm embossed )at bottom of chhajjas and
beams in cement mortar 1:1 incl. neat cement finishing,
watering etc. complet.
Providing 20mm wide grooves (20MM WIDE 10MM
DEEP) CUTTING with help off patti and trawel in cement
10e mortar 1:1 incl. neat cement finishing, watering etc. 411.00 Rmt. 24.04
complet AS PER REQUIREMENT OF ELEVATION AND
GIVEN IN DETAIL DRAWINGS
Providing and applying china mosaic flooring on terrace
with glazed tiles piece incl. 40 mm. Thick C.C. 1 :2 :4
bedding including mixing of water proofing compound &
11 top finished with 20 mm cement plaster in cement 399.10 Sq. m 771.98
mortar 1 :6 ( cement : 6 coarse sand ) joints with white
cement, cleaning the surface,finishing, proper slope,
curing etc comp. as directed by E.I.C.
P/A 3 coats of plastic emulsion paint of approved quality
brand and shade on undecorated wall/ ceilings/
plastered surface including one coat of oil based deco
12 wall primer including over layer of full birla white wall 1282.37 Sq. m 164.68
putty including rubbing and cleaning the surface,
scaffolding etc. As per Architect instructions and drawing
or as directed by engineer in charge.
P/A 2 coats of exterior finish acrylic paint of approved
brand and shade colour shade including applying one
coat of approved make exterior wall primer including
throughly brushing, cleaning & brooming the surface to
remove all dirt, dust & mortar drops including
scaffolding, all labour etc. complete as per Architect
instructions and drawing or as directed by engineer in
P/F 30mm thick solid flush door approved brand
including fixing both side 1mm figure wood selected
approved laminate of requered shade including 5mm
clear glass pannel as per given design including
providingand fixing M.S./G.I. sheet metal frame 14 gauge
(2 mm thick ) having minimum weight 3 kg/rmt using
13 100x50 mm size section including P/F approval hardware 52.50 Sq. m 1779.97
such as hinges, handle, aldrop, tadi, stoper etc. of C.P.
brass/M.S/aluminum as per given drawing. Complete
including one coat of primer & two coat of synthetic
enamel oil paint to frame as directed by engineer in
Providing and fixing fully glazed Colour Anodized
aluminium windows, sliding windows, using JINDAL or
equ make section party fixed and partly sliding shutter
with frame section 63.50x38.10x1.20 mm. Weight not
less than 0.6 Kg/Rmt. Shutter section 40mm x 18 mm x
1.55 mm. Weighing not less than 0.6 Kg/Rmt. bottom,
top & vertical channel section 61.85 x 31.75 x 1.50 mm.
weighing not less than 0.70Kg/Rmt. extruded aluminum
colour anodized section frame with sliding shutter with
5mm. thick one way vison colour tinted float glass panel
of modiguard/AIS/Saint Gobin or approved matching
powder coated aluminum fitting and fixtures and
transparent silicon sealant of Daw core, glass fixing to
frame AS 316 MOSQUITO JALI SHUTTER IN EACH
WINDOW , as detailed incl. EPDM RUBBER GASKET
FITTING WITH METAL HANDLE AND LOCKS two nos. PVC
gasket screws alum. joints special runners etc. complete
as per Architect instructions and drawing or as directed
by engineer in charge.
Providing and fixing fully glazed Colour Anodized
aluminium ventilaors using JINDAL or equ make section
party fixed and partly sliding shutter with frame section
63.50x38.10x1.20 mm. Weight not less than 0.6 Kg/Rmt.
Shutter section 40mm x 18 mm x 1.55 mm. Weighing not
less than 0.6 Kg/Rmt. bottom, top & vertical channel
section 61.85 x 31.75 x 1.50 mm. weighing not less than
0.70Kg/Rmt. extruded aluminum colour anodized
section frame with sliding shutter with 5mm. thick one
14a way vison colour tinted float glass panel of 5.40 Sq. m 1278.03
modiguard/AIS/Saint Gobin or approved matching
powder coated aluminum fitting and fixtures and
transparent silicon sealant of Daw core, glass fixing to
frame AS 316 MOSQUITO JALI SHUTTER IN EACH
WINDOW , as detailed incl. EPDM RUBBER GASKET
FITTING WITH METAL HANDLE AND LOCKS two nos. PVC
gasket screws alum. joints special runners etc. complete
as per Architect instructions and drawing or as directed
by engineer in charge.
Toughened glass doors: 'Providing & fixing 12 mm thk.
Thoughened glass with approved S.S. brush finish patch
fittings of Enox/Olive make for fixed glazing as well as
15 openable door. Incl. fixing approved S.S. lock & 40 mm 5.25 Sq. m 5918.00
dia & 450 mm long S.S brush finish handle & double
action door floor spring complete directed by enginner
Toughened glass partitions: 'Providing & fixing 12 mm
thk. Thoughened glass with approved S.S. brush finish
patch fittings of Enox/Olive make for fixed glazing
16 partition with all requirement patch fittings as per given 2.10 Sq. m 5918.00
detail and drawing by architect including filling and
appaying all joints with clear sealent of dau core or equ.
make as directed by enginner in charge.
Providing & laying 600 x 600 mm GLOSSY FINISHED
mm thick double charged/GVT vitrified tiles of
AGL/KAZARIYA/SOMANY make brand and shade
forWALL AND DEDO IN THE
WASH/KITCHEN/PANTRY/LAB./TOILET AREAS over
mm (average) base of cement mortar 1:6 (1 cement :
coarse sand) laid and jointed with grey cement slurry
including cleaning etc. complete as per approved
Architect drawing and design and as directed by
Engineer in charge.
Providing & laying 600 x 600 mm MATT FINISHED 10 mm
thick double charged/GVT vitrified tiles of
AGL/KAZARIYA/SOMANY make brand and shade for
flooring at all floors over 20 mm (average) base of
cement mortar 1:6 (1 cement : 6 coarse sand) laid
Including keeping 4mm grooves between all tiles and
filling it with laticrete epoxy with pricision including
cleaning etc. complete as per approved Architect
drawing and design and as directed by Engineer in
P/L fixing 600 x 600 mm MATT FINISHED 10 mm thick
double charged/GVT vitrified tiles of
AGL/KAZARIYA/SOMANY make brand and shade for
toilet flooring on a using Laticrete 111 plus Laticrete
latex admix to form of thin set adhesive and trowelling
17b material over surface and tiles to wall 1.5 mm. in 1.00 26.97 Sq. m 1453.19
mt. width and fixing & curing finished with flush ponting
in white cement slurry with pigment to match the shade
and colour of the tiles true line & level, curing etc.
complete as per Architect instructions and drawing or as
directed by engineer in charge.
Providing & laying600 x 600 mm glossy FINISHED 10 mm
thick double charged/GVT vitrified tiles of
AGL/KAZARIYA/SOMANY make brand and shade for
Skirtings over 20 mm (average) base of cement mortar
17c 1:6 (1 cement : 6 coarse sand) laid and jointed with grey 26.83 Sq. m 1183.19
cement slurry including cleaning etc. complete as per
approved Architect drawing and design and as directed
by Engineer in charge.
Providing & Fixing GRANITE STONE (SILL/SHELVES) AS
PER APPROVED Quality OF STEEL GEY /RAJASTHAN
BLACK GRANITE) 20mm thick over 20 mm (average)
thick base of cement mortar 1:6 (1 cement : 6 coarse
sand) laid over and jointed with white cement slurry
18 parfaction of Areldite mix sand rough inside surface for 85.18 Sq. m 950.00
fixiy including rubbing and curing with BOTH SIDE
POLISHED round edge molded etc. in true line and
level/slop as per approved pattern as per detailed
drawing As per Architect instructions and drawing or as
directed by engineer in charge.
P/F 20mm thick Polished telephonic black Granite &
mm thick kotah stone sandwitch type platform for
kitchen and washbasin platform, resting on single/
double polished kotah stone of 25 mm thick in C.M. 1:4
18a (1 cement: 4 sand) including fixing 18 mm Granite stone 13.39 Sq. m 4800.00
on top & including providing & fixing 25mm thick
polished kotah stone with round edge as shelves etc.
complete as per Architect design and drawing and detai
as directed by engineer in charge.
P/L 20mm thick black telephonic Double Granite stone
sandwitch moulding/polish/cutting for risers & treads
as stairs steps including cutting /(katra) chamferd
cutting /jointing with airaldite adhesive & joints fill by
black oxide & cement including mirror polishing making
round edge moulding etc. comp. as per Architect
instructions and drawing and as directed by engineer in
P/F 20mm thick Polished telephonic black Granite at
both sides (D.P) for urinal partitions including cutting
18c ,fixing including mirror edge polishing etc. complete as 4.50 Sq. m 1800.00
per Architect design and drawing and detai as directed
by engineer in charge.
P/F M.S. safety grills of required pattern to frames of
window ,ventilations,openings etc. with ,angles,flats at
required spacing and frames all-round, square or round
bars fixed with round headed bolts and nuts or by
19 screws, including oil painting with one coat of primer of 3399.00 kg 120.82
approved quality & brand & two coats of synthetic
enamel oil paint etc. complete As per Architect
instructions and drawing or as directed by engineer in
P/F M.S. safety grills door (jali) of required pattern to
frames of exit doors and main doors etc. with and flats
at required spacing and frames all-round, square or
round bars fixed with round headed bolts and nuts or by
20 screws, including oil painting with one coat of primer of 630.00 kg 120.82
approved quality & brand & two coats of synthetic
enamel oil paint etc. complete As per Architect
instructions and drawing or as directed by engineer in
P/F hollow pipe S.S. Railing 304 grade SS Steel of 50mm
dia pipe in railing ,nevell post and balusters having
horizontal pipes of 20mm dia having required finish
using patch fittings including L & key connections,
21 bending cutting, fixing of pipes, cutting, fixing & drilling 20.00 rmtr 2788.00
in stone or rcc surface fixing with all required
attachments and fixtures as per design provided by
architect. Complete as per Architect instructions and
drawing or as directed by engineer in charge.
PLUMBING WORK :
P/L & jointing to level and slope 110 mm dia rigid PVC
pipes ( Finolex ,Astral ,Prince) of working pressure
kg/Sqm. for RAIN WATER LINE including all
necessary fittings such as bends, "Y" door bend, tees,
one way joints, two way joints, rubber packing ring fixing
the same concealed in the wall in true line and level with
help of PVC clamps at every two meter including jointing
with adhesive solvent cement including cost of all types
of fixing materials and all other necessary fixtures
including fixing air and water tight testing the line etc.
complete As per Architect instructions and drawing or
as directed by engineer in charge.
P/L & Fixing air and water tight to wall, ceiling and floor
U PV C & C PVC for hot water Finolex /astral or
equivelent, tubes (medium grade) of 20mm dia.
nominal bore, including making good the wall, ceiling &
23 floors including necessary tubes fittings and clamps etc. 36.00 Rmt. 297.25
comp. in true line and level and testing the line etc.
comp. As per Architect instructions and drawing or as
directed by engineer in charge.
-do- tubes but for 25 mm dia U PV C Finolex /astral or
equivelent,nominal bore etc. complete As per Architect
instructions and drawing or as directed by engineer in
-do- tubes but for 40 mm dia U PV C Finolex /astral or
equivelent,nominal bore etc. complete As per Architect
instructions and drawing or as directed by engineer in
P/L & jointing to level and slope 75 mm dia rigid PVC
pipes( Finolex ,Astral ,Prince) of working pressure
kg/Sqm. for HORIZONTAL DRAINAGE line in floors
including necessary fittings such as bends, tees, clamps,
rubber packing ring etc. testing of pipe line, jointing with
26 adhesive solvent cement including cost of jointing 42.00 Rmt. 274.68
materials and all other necessary fixtures, fitted air and
water tight testing the line etc. complete As per
Architect instructions and drawing or as directed by
engineer in charge.
P/L & jointing to level and slope 110 mm dia rigid PVC
pipes ( Finolex ,Astral ,Prince) of working pressure
kg/Sqm. for VERTICAL DRAINAGE line including all
necessary fittings such as bends, "Y" door bend, tees,
one way joints, two way joints, rubber packing ring fixing
the same concealed in the wall in true line and level with
27 help of PVC clamps at every two meter including jointing 60.00 Rmt. 332.91
with adhesive solvent cement including cost of all types
of fixing materials and all other necessary fixtures
including fixing air and water tight testing the line etc.
complete As per Architect instructions and drawing or
as directed by engineer in charge.
P/L & 2 level of slops and jointing to level and slope and
jointing with adhesive,rigid PVC pipes( Finolex ,Astral
,Prince) 150 mm (10 KG/cm2) nominal dia pipes and
28 joints including excavation back filling testing of pipes 48.00 Rmt. 350.00
and joints etc. comp. As per Architect instructions and
drawing or as directed by engineer in charge.
P/F PVC "Nahni Trap" of 75 mm dia inlet and 75 mm dia
outlet nominal dia meter of self cleaning design with PVC
grating including fixing PVC reducer of 110 mm dia to
29 mm dia and jointing with adhesive solvent cement 10.00 NOS. 677.25
including cost of cutting and making good the walls and
floors etc. complete As per Architect instructions and
drawing or as directed by engineer in charge.
P/F square mouth S.W. gully trap 100mm x 100mm size
(P or R type) with C.I.grating brick masonry chamber
with 23 cm. thick brick wall incl. inside & outside 15 mm
thick cement plaster in c.m. 1:3 (1 cement : 3 sand) and
finishing with floating coat of neat cement slurry and
water tight C.I. cover with frame of 300 mm x 300 mm
clear size with standard weight including curing in true
line & level/slop etc. As per Architect instructions and
drawing or as directed by engineer in charge.
-do- Brick masonry chamber inside dimension 455 mm x
610 mm inspection chamber as per slope required up to
31 septic tank etc. complete As per Architect instructions 10.00 NOS. 3624.51
and drawing or as directed by engineer in charge.
Extra additional depth for I.C. chamber (i) or 445 mm x
P/F Water Closet Orrissa pan (Indian type W.C.Pan) size
580 mm (earth work,bed concrete,foot rest and trap to
be measured and paid for separately) (A) Vitreous China
(I) Long pattern = White colour + Providing and fixing
100 mm size P or S trap for water closet squatting pan
including jointing the trap with the pan and soil pipe in
32 cement mortar 1:1 (1-cement : 1fine sand) (Vitreous 3.00 NOS. 935.55
China + Providing and fixing in cement mortar 1:3 (1-
cement : 3-coarse sand ),pair of white vitreous china
250mm x 130 mm x 30 mm footrest to long pattern
Orrissa pan water closet of
CERA/HINDWARE/PARYWARE MAKE
Providing and fixing wall hung water closet European
type W.c Pan with integral P or S trap of
CERA/HINDWARE MAKE fixed on c.i.chair bracket
including jointing the trap with soil pipe in Cement
mortar 1:1 including providing and fixing plastic seat and
cover for wash down water closet with C.P brass hinges
33 and rubber buffers. (B) Black plastic seat and cover 2.00 NOS. 6500.00
Including providing and fixing 25mm dia
Plumber/Jaquar/hindware/paryware make metropole
flush cock and G.I inlet connection with W.C pan having
facility of health faucet of plumber/jaqure/hindware
Providing & fixing flat back urinal of
CERA/HINDWARE/PARYWARE MAKE quality connecting
the urinal with bottol trap etc. complete. a. White
earthen ware flat back size 630 mm x 260 mm x 350 mm
34 (I) In white colour(ii) bottol trap (III) 32mm dia. C.P brass 2.00 NOS. 8000.00
waste coupling (IV) 32mm dia. M.I Fisher union (V)
Rubber plug (VIII) CP Brass stop cock 15mm dia.
(JAGUAR cat no. 053)
P/F white colour flats vitreous china "Half pedestal free
standing wash basin" of CERA/HINDWARE /PARYWARE
MAKE having size 550 mm x 400 mm with single hole for
CC101 Areator CERA Ocean pillar tap with C.I. or M.S.
brackets (painted white) including cutting holes and
making good the same, including fixing CM101 bottle
35 trap CERA Accessarioes 40 mm dia. C.P. brass waste, 40 2.00 NOS. 3800.00
mm dia. M.I. Fisher union and 15 mm dia. Angle Valve
CC108A CERA Ocean with Wall flange etc.including fixing
under granite stone platform as per given detail
complete, As per Architect instructions and drawing or
as directed by engineer in charge.
P/F white colour vitreous ciramic "table top wash basin"
of CERA/HINDWARE /PARYWARE MAKE having size
550 mm x 400 mm with single hole for CC101 Areator
CERA Ocean pillar tap with C.I. or M.S. brackets (painted
white) including cutting holes in the granite platform and
fixing with white cement and silicone sealent and making
36 good the same, including fixing CM101 bottle trap CERA 2.00 NOS. 5200.00
Accessarioes 40 mm dia. C.P. brass waste, 40 mm dia.
M.I. Fisher union and 15 mm dia. Angle Valve CC108A
CERA Ocean with Wall flange etc.including fixing under
granite stone platform as per given detail complete, As
per Architect instructions and drawing or as directed by
engineer in charge.
P/F 600 mm x 750 mm beveled edge mirror of superior
glass mounted on 6 mm thick AC sheet or plywood sheet
and fixed to wooden plugs with C.P. brass screws and
washers, including fixing glass shelves of 600 mm x
37 mm size with C.P. brass bracket support and guard rail 4.00 NOS. 825.48
fixed to wooden plugs with C.P. brass screws etc. comp.
As per Architect instructions and drawing or as directed
by engineer in charge.
Providing and fixing C.P. brass towel rack size: 2'0"
length & 1'0" width. complete with C.P.Brass brackets
fixed to wooden plugs with C.P.Brass screws.
P/F 15 mm dia brass chromium plated BIB Cock
(jaguar, plumber, paryware ) in pipeline of approved
39 quality etc. complete As per Architect instructions and 12.00 NOS. 850.00
drawing or as directed by engineer in charge.
P/F 15 mm dia brass chromium plated Angle Cock
(jaguar, plumber, paryware ) in pipeline of approved
40 quality etc. complete As per Architect instructions and 9.00 NOS. 850.00
drawing or as directed by engineer in charge.
P/F 15 mm dia brass chromium plated Two Way BIB
Cock (jaguar, plumber, paryware ) in pipeline of
41 approved quality etc. complete As per Architect 6.00 NOS. 1050.00
instructions and drawing or as directed by engineer in
P/F 15 mm dia brass chromium plated pressmetic flush
Cock for urinals(jaguar, plumber, paryware ) including
42 its 600mm long connection pipe in pipeline of approved 2.00 NOS. 3200.00
quality etc. complete As per Architect instructions and
drawing or as directed by engineer in charge.
Providing and fixing C. P. brass15 mm stop cocks of (A)
43 Brass chromium plated stop cock 5.00 NOS. 650.00
(JAGUAR/PLUMBER/CERA/PARYWARE)
Providing and fixing 25 mm dia flush cock of following
size. (A) Brass chromium plated flush cock (I) 25mm dia
(JAGUAR/PLUMBER/CERA/PARYWARE)
P/F 25 mm dia U.P.V.C check or non return full way Ball
valve in pipeline of approved quality etc. complete As
per Architect instructions and drawing or as directed by
engineer in charge.
P/F 40 mm dia U.P.V.C check or non return full way Ball
valve in pipeline of approved quality etc. complete As
per Architect instructions and drawing or as directed by
engineer in charge.
Providing and fixing S.S. sink with C.I. or M.S. brackets
painted white including cutting holes in walls and making
good the same but excluding fittings: (C) Vitreous china
47 sink (1) 600 mm x 450 mm x 150 mm size/S.S. SINK 1.00 NOS. 3800.00
having size:600 mm x 450 mm x 200 mm of
NIRALI,CYRESIL,JAYANA make as per selection by
P/F 15 mm dia brass chromium plated long body Cock
(jaguar, plumber, paryware ) in pipeline of approved
48 quality etc. complete As per Architect instructions and 4.00 NOS. 2200.00
drawing or as directed by engineer in charge.
P/F HDPE SINTEX double wall construction one piece
moulded cylindrical vertical with close top lead PVC
water storage tank of required capacity on any floor of
approved brand Syntax incl. providing fixing 40mm dia
49 GI pipe connection for in let outlet washout etc. comp. 4000.00 Ltr. 11.00
as directed by eng. in charge incl. P/L necessary brick
masonry platform with plaster to put PVC tank etc. Com.
As per Architect instructions and drawing or as directed
by engineer in charge.
Constructing manhole with R.C.C. top slab 1:2:4 mix (1
cement :2 coarse sand: 4 graded stone aggregate 20 mm
nominal size) foundation concrete 1:3:6 mix (1 cement :3
coarse sand :6 brick bats 40 to 50 mm size) inside
plastering 15 mm thick with c.m. 1:5 (1 cement :5 coarse
sand) finished with a floating coat of neat cement and
50 making channels in c.c. 1:2:4 (1 cement :2 coarse sand :4 2.00 NOS. 23209.64
stone agg. 20 mm nominal size) finished smooth
complete including curing and testing (A) with 230 mm
thick walls of brick masonry using brick having crushing
strength not less than 35 kg/sqcm in c.m 1:5 (1 cement
:5 coarse sand) (1) A type depth 0.90 meter fir 150 mm
Providing & constructing BB masonry in C.M. 1:6 (1
cement : 6 coarse sand) and cement concrete 1:2:4 (1
cement : 2 sand : 4 graded stone agg. of 0 mm size BT
kapchi) septic tank of 3 m x 0.9 m x 1.5 m internal
dimension with necessary compartment of grit chambers
and septic tank with necessary inlet and outlet
connections with cement plaster (15 mm thick) in C.M.
1:4 (1 cement : 4 sand) with water proofing material
51 1:5:10 (1 cement : 4 sand) brick bat concrete bedding 1.00 NOS. 130000.00
RCC 1:2:4 top cover slab 12 cm thick with C.I. cover of
cm x 45 cm size (light duty) 75 mm dia. C.I. ventilating
pipe 2 mtr. long with cowel vent 40 mm thick IPS flooring
10 cm. thick cement vata mild steel for steel and
finishing to exposed faces in C.M. 1:3 (1 cment : 3 sand)
curing etc. complete As per Architect instructions and
drawing or as directed by engineer in charge
Providing & construction soak well of 2.50 mt. dia &
5.00 mt. depth clear dimension including B.K. masonry
solid and honey comb masonry in C.M. 1:6 (1 cement :
sand) R.C.C. 1:2:4 (1 cement : 2 sand ; 4 graded stone
agg. 20 mm nominal size of BT kapchi) top slab 12 thick
with C.I. manhole cover 60 cm x 45 cm size (medium
52 with 75 mm C.I. ventilating pipe 2 m. long with 75 mm 1.00 NOS. 128000.00
dia. cowel vent and including filling brick bats of
required size and depth including cost of reinforcement
excavation refilling, finishing top of slab with CM 1:3 (1
cement : 3 sand) curing etc. complete As per Architect
instructions and drawing or as directed by engineer in
Providing and fixing ball cock of approved quality ad
53 directed (B) Abonite (i) 25 mm dia etc. complete as 1.00 NOS. 136.52
directed by engineer in charge.
Providing laying and fixing 7ltr. Capacity storage gyser
54 including all necessary fixtures. 2.00 NOS. 8206.47
PLINTH PROTECTION
Providing and laying brick edge flooring in cement
mortar 1:4 including 15mm thk. Cement plaster,selected
55 soil filling in true line and level etc. UP TO 600 MM WIDE 76.20 Sq. m 600.00
PATH FROM OUTTER WALL FACE AROUND THE
BUILDING complete as directed by engineer in charge.
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1.(NIT).pdf
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BuildingSpecificationBooklet.pdf
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NEW FARMERS HOSTEL PLAN FOR KVK THARAD 2026.pdf
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