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Tender Value
₹6.5 L
EMD Value
₹6,500
Closing Date
16 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat R&B Division, Navsari
Construction of Toilet Block at Vaniyamil Highschool And Late Shri Kikiben Dhirubhai Naik HigherSecondary School,Antaliya.Tal.Gandevi, Dist.-Navsari (3rd Re-invite)
301694
18 of 2025-26 (Re-invite)
Open
Civil Works - Buildings
Navsari
6 documents required · 6 mandatory
₹900
Executive Engineer, Panchayat (R&B) Division, Navsari
₹6,500
5 May 2026
5 May 2026
5 May 2026
16 May 2026
5 May 2026
Name of work :- Construction of Toilet Block at Vaniyamil Highschool And Late Shri Kikiben
Dhirubhai Naik Higher Secondary School,Antaliya.Tal.Gandevi, Dist.-Navsari
Memorandum showing items of works to be carried out
It. Quantities Item of work Estimated Unit Total
No. estimated but In figures Amount
may be more Rs. Ps. according to
1 19.50 Cmt Excavation for foundation up to 1.5 mt. Depth 120.01 Cmt
including sorting out and stacking of useful
materials and disposing of the excavated stuff up
to 50 meter lead(A) Loose or soft soil
2 6.50 Cmt Excavation for foundation for depth from 1.5 m 133.05 Cmt
to 3.0 m including sorting out and stacking of
useful materials and disposing off the excavated
stuff upto 50 Meter lead. (A) Loose or soft soil
3 21.80 Cmt Filling available excavated earth (excluding rock 133.65 Cmt
in trenches plinth, slides of foundations etc. in
layers not exceeding 20 cm in depth
consolidating each deposited layer by ramming
4 15.50 Cmt and watering)
Filling in foundation and plinth with murrum or 296.29 Cmt
selected soil in layers of 20cm thickness
including watering ramming and consolidating
5 1.00 Cmt etc. complete
Providing and laying cement concrete work 1:2:4 3989.04 Cmt
(M-150) (1- Cement : 2- Coarse sand : 4- graded
stone aggregates 20 mm nominal size) and
curing complete excluding cost of formwork and
reinforcement for reinforced concrete work in
(A) Foundations, footings, Base or columns and
6 3.10 Cmt Providing and laying cement concrete 1:1.5:3 (M- 4435.92 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work in Foundations,
footings bases of columns and the like and Mass
concrete for Footing
7 1.20 Cmt Providing and laying cement concrete1:1.5:3 (M- 9200.09 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work in Foundations,
footings bases of columns and the like and Mass
concrete for below plinth columns.
8 3.20 Cmt Providing and laying cement concrete 1:1.5:3 (M- 5855.98 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work for Ground Beam.
9 3.50 Cmt Brick work using common burnt clay building 4121.55 Cmt
brick having crushing strength not less than
kg/sq. cm. in foundation and plinth in cement
mortar 1:6 ( 1 Cement: 6 fine sand) (B)
10 3.20 Cmt Providing and laying Cement Concrete 1:1.5:3 4305.63 Cmt
(M-200) and curing complete Including the cost
of formwork But Excluding the cost of
reinforcement for reinforced concrete work in
R.C.C. Plinth Slab.
11 1.50 Cmt Providing and laying cement concrete 1:1.5:3 (M- 9770.74 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work for Column in
12 2.70 Cmt Providing laying cement concrete 1:1.5:3 (M- 6976.07 Cmt
200) and curing complete including the cost of
formwork but cost of form work but excluding
the cost of reinforcement of reinforced concrete
work in (C) Beams, Girders and Cantileve for
13 4.80 Cmt Providing and laying cement concrete 1:1.5:3 (M- 8761.75 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work for Slab in Ground
14 1922.00 Kg Providing I.S.mark TMT FE-500 / 500D bar 77.29 Kg
reinforcement for RCC work including bending
& placing in position complete For all floor
15 13.30 Cmt level
Brick work using hydraulically pressed common 4403.40 Cmt
burnt clay building brick having crushing
strength not less than 35 kg/sq. cm. in super
structure above plinth level up to floor two level
in cement mortar 1:6 ( 1 Cement: 6 fine sand)
(B) Convention for G.F
16 18.90 Smt. Half brick masonary in hydraulically pressed 734.29 Smt.
common burnt clay building bricks having
crushing strenght not less than less than 35 kg/sq.
cm. in cement Mortar 1:3 ( 1 Cement : 3 coarse
sand) in superstructure above plinth level up to
floor two level Conventional (GF)
17 5.10 Smt. Providing and fixing 35mm thick factory made 2152.31 Smt.
moulded door shuter consisting of solid core
single/two leaf flush door of 30mm thickness,
lipped with 15mm (5mm x 3) thick x 30mm
width on one stiles and top rail and 10mm (5mm
x 2) thick x 30mm width on the other stiles and
bottom rails. The inner panel laminated with
2mm thick termite proof, water proof and fire
resistant moulded PVC sheet with 2,4,6 raised
panel design in different plain and /or prelim
colours on one side after routing the moulded
design on flush door and 2mm plain and/or
prelim PVC sheet on other side using rubber
adhesive on flush door and solvent cement
adhesive on the PVC liping etc. complete as per
direction of Engineer in charge, manufacture’s
18 9.50 Smt. specification
Providing andand drawing.
fixing FRP frame size 125x65 mm 2019.98 Smt.
and 35mm thick FRP shutter with wood grain
raised panneled design finish shutter having extra
reinforcement on sides & edges in Gel coat
finish. The core of the shutter & frame is to be
filed up with injected polyurethene foam done in
situ alongwith embedded wooden pieces for
stiffening & also taking hinges & fintures. The
whole FRP frame & shutter is to be water proof
weather proof, termite proof & resistance to mild
acid/alkali. Rates are to be inclusive of S.S
hinges with fastener sleeve & alluminium
fixtures & fastenings.
19 2.60 Smt. Providing and fixing standared extruded of 1175.56 Smt.
alluminium section of size 63mm x 38.10mm x
1.2mm (Jindal Section :2434, @ Wt.
Kg/mt) with colour Powder Coated alluminium
frame for ventilation with 5 mm thick frosted
glass as details etc complete for Ventilation
20 152.90 Smt. Providing 15mm thick cement plaster in single 176.09 Smt.
coat on Rough (Similar)side of single or half
brick walls for interior plastering upto floor two
level and finished even and smooth in (ii)
Cement mortar 1:4 (1-cement :4-sand) and Extra
add for finishing with a floating coat of neat
cement slurry with all lead and lift.
21 69.20 Smt. Providing 20 mm thick double coat mala cement 249.47 Smt.
plaster on interior brick / concrete work for
plastering comprising of base coat of 12 mm
thick cement plaster in cement mortar (1 Cement
: 4 coarse sand) in rough finishing and 8 mm
thick top coat of cement mortar 1:2 (1 Cement :
2 Coarse sand) finished with trovel including
22 2.30 Smt. Constructing Sandwitch Platform of 18 mm 3963.24 Smt.
thick Polished Black Granite at top and 25 mm
thick Kota stone slab using cement mortar 1:3
for sandwitch and fitting at Bottom and
edgeswith water proof regid adhesives including
making necessary grooves in wall with Vertical
Kota stone 30 mm x 2 No. sandwitch thick
every 60 cm center to center including all labour
material of approved quality including full
moulded round front edge fixed in wall for
partition and jointed with grey cement slurry
including rubbing and polishing etc. complate.
23 31.40 Smt. P & L 24" x 24" vitrified 8 mm thick tile flooring 1053.32 Smt.
over 20 mm (average) base of cement mortar 1:6
( 1 cement: 6 coarse sand) on new surface or
fixing on existing flooring by adhesive material
including dismentaling of existing flooring and
jointed with color cement slurry including finised
with flush pointing & cleaning the surface etc.
complete for DARK shade.
24 12.46 Smt. Providing and laying Ceramic tiles 6mm thick 997.88 Smt.
(vitrified 8 mm thick tile) in skrting risers of
steps and dedo on 10mm thick cement plaster 1:3
(1-cement : 3-coarse sand) and jointed with
white cement slurry
25 5.30 Smt. Providing and laying Marbo Grenite tiles 8 to 1169.98 Smt.
10 mm thick , 24'' x 24'' in skrting risers of steps
and dedo on 10mm thick cement plaster 1:3 (1-
cement : 3-coarse sand) and jointed with white
26 15.00 Rmt Providing laying and jointing in true line and 148.12 Rmt
level 40mm dia.U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings asapproved by
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every two metre
C/C or shall be
concealed as directed including necessary fittings
etc. includingtesting of pipe and joints and fixing
the same with adhesive solvent, including cost of
27 12.00 Rmt all materials.(A)
Providing laying40mm OD pipein true line and
and jointing 91.84 Rmt
level 25mm dia.U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings as approved by
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every two metre
C/C or shall be
concealed as directed including necessary fittings
etc. including testing of pipe and joints and
fixing the same with adhesive solvent, including
cost of all materials.(A) 25mm OD pipe
28 8.00 Rmt Providing laying and jointing in true line and 72.65 Rmt
level 15mm dia.U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings as approved by
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every two metre
C/C or shall be concealed as directed including
necessary fittings etc. including testing of pipe
and joints and fixing the same with adhesive
solvent, including cost of all materials.(A) 15mm
29 3.00 Nos. OD pipe and fixing Wash down Water closet
Providing 4214.23 Nos.
European type W.C. pan with integral P or S trap
including jointing the trap with soil pipe in
cement mortar 1:1 (1 cement : 1 find sand)
(A)Viterous china pattern - I (i)in white colour
With Providing and fixing 12.5 litres low level
flushing cistern with a pair of C.I. or mild
brackets complete with fittings such as lead
value less syphon 15 mm nominal size brass ball
valve with polythene float C.P. brass handle
unions and couplings for connection with inlet,
outlet and overflow pipes. 40 mm dia porcelain
enamelled flush bend including cutting holes in
walls and making good the same conecting the
flush bend with cistren and closed Providing and
fixing plastic seat and cover for wash down
water closet with C.P. brass hinges and rubber
buffersProviding and fixing toilet paper
holder(A) C.P. brass.Providing and fixing screw
down bib taps of follwing size(B) Brass
chromium plated screw down bib tap(i) 15 mm
30 2.00 Nos. dia
Providing and fixing water closet squatting Pan 970.17 Nos.
(Indian type W.C. Pan) size 580mm (Earthwork,
bed concrete, foot reste and trap to be measured
and paid for separately) (A) Vitreous China.(I)
Long pattern = White colour
31 4.00 Nos. Providing and fixing wash basin with single hole 1456.06 Nos.
for piller tap with C.L. or M.S. brackets painted
white including cutting holes and making good
the same including piller tap brass waste,
stopckok and MI fisher union fitting waste
pipe:(ii) flat back wash basin 500mm x 400mm
size including all nesessary fitiings
32 5.00 Nos. Providing and fixing Urinal of approved quality 1062.18 Nos.
inclding connection the urinal the urinal with
waste pipe tap etc complete (A) white
earthnware flat back or corner type size 430mm
x 260mm x 3500 mm including fixing CP Brass
waste pipe white earthen ware flate back or
corner type size 130 x 260 x 350mm
33 2.60 Smt Providing and laying Both side mirror polished 2174.73 Smt
Granite stone slab 18 mm thick of approved
quality including Full moulded Round front
edge fixed in wall for urinal patition and jointed
with gray cement slurry including rubbing and
polishing etc. complete
34 9.00 Nos. Providing and fixing screw down bib taps of 186.83 Nos.
following size of jaquar brand product as
approved by engineer in charge (I) 15 mm dia.
35 4.00 Nos. providing and fixing SWR nanhi trap of the 629.38 Nos.
following nominal dia of self cleaning design
with C L screwed down of hinged grating
including cost of cutting and making good the
walls floos 100 mm inlet and 50 mm out let etc
36 complete and fixing S.W gully trap with C.I
5.00 Nos. Providing 1246.92 Nos.
grating brick masonry chamber and water tight
PVC cover with frame of 300mm x 300mm size
(inside) with standard weight.(i) Square mouth
traps.(B) 150mm x 100mm size P or R type
37 5.00 Nos. Providing and fixing brass screw down stop 240.38 Nos.
tap.(A) 15mm dia.
38 9.00 Nos. Providing and fixing brass screw down stop 220.82 Nos.
tap.(C) 25mm dia.
39 2.00 Nos. Providing and fixing UPVC spigot and socket 741.01 Nos.
soil, waste and ventilating pipes of the following
nominal size. (B) 75mm dia.
40 2.00 Nos. Providing and fixing UPVC spigot and socket 892.39 Nos.
soil, waste and ventilating pipes of the following
nominal size. (B) 100mm dia.
41 5.00 Rmt Providing and fixing to wall ceiling and floor 339.05 Rmt
10.0 Kg. F/Cm2 working pressure poluthene
pipes of the following outside Dia. Low densidy,
complete with special falnge compression type
fittings, wall clipsetc. including making good the
wall ceiling and floor.(B)25 mm
42 8.00 Rmt Providing and fixing to wall ceiling and floor 280.23 Rmt
10.0 Kg. F/Cm2 working pressure polythene
pipes of the following outside Dia. Low densidy,
complete with special falnge compression type
fittings, wall clipsetc. including making good the
wall ceiling and floor.(A) 20mm
43 1.00 Nos. Constructing brick masonry chamber for 3660.76 Nos.
underground C.I. Inspection chamber and bends
with briocks having croshing strength not less
than 35Kg. Cm2 in C.M. 1:5 C.I. cover with
frame (Light duty) 455mm x 610mm intenal
dimensions total weight of cover with frame to
be not less than 38Kg. (Wt. of cover 23 Kg.) and
Wt. of frame 15Kg. ) (R.C.C. top slabe with
1:2:4 mix (1-cement :2- coarse sand :4-graded
stone aggregate 20mm size) foundation concrete
1:5:10 inside plaster 15mm thick with cement
mortar 1:3 finished smooth with a floating coat
of neat cement on walls and bed concrete etc.
complete.(ii) Inside dimensions 500mm x
mm and 450mm deep for pipe line with one or
44 4.00 No. providing and fixing in position cowl vent to 505.17 No.
pipe (II) 100mm
45 8.80 Rmt. Providing and fixing G.I. Rain water spout of 101.91 Rmt.
50mm dia. and 30cm. length.
46 152.90 Smt Wall painting (two coats) with plastic emulsion 81.05 Smt
paint of approved brand and manufacture on
undecorated wall surface to give an even shade
including throughly brushing the surface free
from mortar droppings and other foreign matter
and sand papered smooth.
47 69.20 Smt Finishing wall with weather proof exterior 117.40 Smt
emulsion paint on wall surface (two coats) to
give an required shape even shade after
thoroughly brushing the surface to remove all
dirt, and remains of loose powdered materials.etc
48 2.00 No. Constructing Brick masonry road gully chamber 2017.19 No.
500mm x 450mm x 600mm including 500mm x
450mm C.I. horizontal grating wih frame
49 1.00 No. Constructing brick masonry chamber for 37104.37 No.
underground chamber (Kharkuva) with bricks
having croshing strength not less than 35Kg.
Cm2 in C.M. 1:5 with (R.C.C. top slab with
1:2:4 mix including Beams (1-cement : 2- coarse
sand : 4-graded stone aggregate 20mm size)
foundation concrete 1 : 4 : 8 inside plaster 15mm
thick with cement mortar 1:3 finished smooth
with a floating coat of neat cement on walls and
bed concrete etc. complete.(ii) Inside dimensions
2.00 mt. dia x 1.25 mt deep = 5.00 Cu.mt. for
pipe line with one or two inlets.
50 1000.00 Lit. Providing erecting and fixing double coated 3.95 Lit.
Syntex PVC. (ISI) water tank of required
capacity each with all necessary fittings and
connection etc. complete on terrace.
Rs. Six Lack Fourty Nine Thousand Four Hundred Ninty Nine and Paise Thirty Eight Only.
I/We am/are willing to carry out the work at _____________ ___ % above/below (percent
should be written in figures and in words) of the estimated rates mentioned above. Amount of my/our tender
works out as under.
*Estimated amount *Estimated amount
put to tender Rs. _____________ put to tender Rs. _______________
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note 1:- All Works shall be carried out as per Public Work Department Handbook and other
specification of Division or as Directed.
Note 2 :- All the columns Is Schedule Should be filled in ink and the total of the entries in the last
column should be struck by the contractor under his signature.
Note 3:- Rates Quated include clearance of site (prior commencement of work and at its close) in all
respect and hold good for work under all conditions, site, moisture, weather etc.
Note 4:- to be continued on additional sheets , if found necessary.
Signature of Bidder Executive Engineer
Panchayat (R&B) Division
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02-SBD Toilet Block.pdf
05-Extra Specification.pdf
04-Building-Specification Book.pdf
06-GR.pdf
07-Sch-B Toilet Block.pdf
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