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Tender Value
₹8.2 L
EMD Value
₹9,000
Closing Date
10 Jun 2026, 6:00 pm3d left
Executive Engineer, Panchayat (R and B) Division, Navsari
Construction of Toilet Block in Ashramshala at Village Khambla Ta. Vansda Dist.Navsari.
310979
02 of 2026-27
Open
Civil Works - Buildings
Navsari
6 documents required · 6 mandatory
₹900
Executive Engineer, Panchayat (R and B) Division, Navsari
₹9,000
3 Jun 2026
3 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
It. Rate In
Specification and reference to book of Quantity Unit Amount
No. Figures
specifications)
1 Excavation for foundation upto 1.5 m depth 16.20 Cum. 153.33
including sorting out and stacking of useful
materials and disposing off the excavated
stuff upto 50 Meter lead.(B) Dense or Hard soil
2 Excavation for foundation for depth from 1.5 8.10 Cum. 166.35
m to 3.0 m including sorting out and stacking
of useful materials and disposing off the
excavated stuff upto 50 Meter lead.(B) Dense
or Hard soil
3 Filling available excavated earth (excluding 12.15 Cum. 133.66
rock in trenches plinth, slides of foundations
etc. in layers not exceeding 20 cm in depth
consolidating each deposited layer by
ramming and watering)
4 Filling in foundation and plinth with murrum or 7.10 Cum. 296.30
including watering ramming and consolidating
etc. complete
5 Providing and laying cement concrete 1:2:4 (1- 1.22 Cum. 3713.67
Cement : 2- Coarse sand : 4- graded stone
aggregates 20 mm nominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth (more than 10 ton)
6 Providing and laying controlled cement 4.88 Cum. 4203.42
concrete M.200 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(A) Foundations, footings, Base of columns
and Mass concrete. (more than 10 ton)
7 Providing and laying controlled cement 0.67 Cum. 8948.06
concrete M-200 and curing complete including
the cost of form work but excluding cost of
reinforcement for reinforced concrete work for
Column upto plinth level.
8 Providing and laying controlled cement 4.08 Cum. 6289.04
concrete M.200 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(D) Columns, Pillars posts and struts, upto
floor two level. (more than 10 ton
9 Brick work using common burnt clay building 1.02 Cum. 4121.55
brick having crushing strength not less than
35 kg/sq. cm. in foundation and plinth in
cement mortar 1:6 ( 1 Cement: 6 fine sand)
(B) Convention
10 Providing and laying cement concrete 1:2:4 (1- 3.27 Cum. 3713.67
Cement : 2- Coarse sand : 4- graded stone
aggregates 20 mm nominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth (more than 10 ton)
11 Providng TMT bars renforcement of FE 2402.39 kg 77.29
500/500D for R.C.C. work including bending
binding and placing in position complete for all
12 Providing and laying controlled cement 1.30 Cum. 8948.11
concrete M.200 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(D) Columns, Pillars posts and struts, upto
floor two level. (more than 10 ton)
13 Providing and laying controlled cement 0.31 Cum. 8989.00
concrete M.200 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(D) Columns, Pillars posts and struts, upto
floor two level. (more than 10 ton)
14 Providing and laying controlled cement 3.51 Cum. 6816.49
concrete M.200 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(C) Slabs,landing,shelves,Balconies, Lintels,
Beams, Girders and Cantilever upto floor two
level. (more than 10 ton)
15 Providing and laying controlled cement 4.00 Cum. 7331.59
concrete M.200 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(C) Slabs,landing,shelves,Balconies, Lintels,
Beams, Girders and Cantilever upto floor two
level. (more than 10 ton)
16 Brick work using common burnt clay building 13.50 Cum. 4403.40
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
17 Half brick masonry in common brunt clay 31.08 Sqmt 734.30
building bricks having crushing strength not
less than 35 Kg/Sq.Cm. in Cement mortar 1:3
( 1-Cement : 3-coarse sand ) with 2 Nos of
6mm Mild steel round bars after every three
course embedded in Cement Mortar in
foundation and plinth (B) Conventional
18 Providing and laying Machine cut, Free edges, 24.25 Sqmt 2532.68
Machine polished Granite stone slab 18 mm
thick Single Piece For doors and Windows Cill
and Jambs Cladding as per design including
Full moulded Round front edge and 1 cm
nosing and laid on 20 mm thick cement
mortar 1:6 (1 cement : 6 coarse sand) and
jointed with gray cement slurry including
rubbing and polishing etc. complete (As per
19 Providing and fixing 35mm thick factory made 5.04 Sqmt 2152.31
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 specification and
20 Providing and fixing FRP frame size 125x65 12.60 Sqmt 2615.05
mm and 35mm thick FRP shutter having extra
reinforcement on sides & edges in polish
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 necessary screws
& alluminium S.S fixtures & fastenings &
fastener sleeve.
21 Providing and fixing window having extruded 2.93 Sqmt 1591.88
aluminum Colour anodized section frame
main outer size 95mm x 24mm x 1.17mm @
wt.of 0.738 Kg/mt , horizontal Three track
member size 92mm x 31.75mm x 1.30mm,@
Wt.1.07 Kg/mt , vertical member of size
Kg/mt with sliding shutters of horizontal
member size 40 mmx18mm x1.29mm @ wt.of
0.456 Kg/mt, vertical member of size 40mm x
18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with
mm thick transparent bronze colour tinted
float glass with powder coated aluminum
fittings and fixtures and transparent silicon
sealant glass fixing to frame as per details etc
22 Providing & fixing M.S. grill / M.S. door of 81.00 kg 163.62
required pattern to wooden frames of
windows/ brick masonry with necessary M.S.
angle, M.S. pipe, M.S. flats and other
structural steel at required spacing and frame
alround square or round bars with round
headed bolts and nuts or by screws (Plain
Grills) Including primer coat of approved
quality and two coats of oil paintings etc.
complete as directed.
23 Providing 15mm thick cement plaster in single 93.98 Sqmt 176.10
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)
24 Providing 15mm thick cement plaster in single 13.20 Sqmt 203.49
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)
25 Providing 10mm thick cement plaster in single 32.56 Sqmt 145.12
coat on brick/conceret wall for interior
plastering finished even and smooth (ii)
cement mortar 1:3(1 cement:3 sand) and
mala trovel finished etc. complete.GF
26 20 mm thick sand faced cement plaster with 106.12 Sqmt 339.15
on wall upto all height above ground level
consisting 12 mm thick backing coat of c.m.
1:3 (1 cement : 3 sand ) and 8 mm thick
finishing coat of cm 1:1 (1 cement : 1 sand)
etc. complete.all height etc. complete.
27 Providing throating or plaster drip and 16.02 rmt 43.22
moulding to R.C.C. Chhajja.
28 P & L 24" x 24" vitrified 8 mm thick tile flooring 13.26 Sqmt 1053.32
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 light
shade (more than 10 ton)
29 Providing and laying Ceramic tiles 6mm thick 64.25 Sqmt 994.33
in flooring treads of steps and landing laid on
a bed of 12mm thick cement mortar 1:3 (1-
cement : 3-coarse sand ) finishing with flush
pointing in white cement.
30 Providing and laying polished Kota stone slab 4.65 Sqmt 1010.92
flooring over 20mm (Average) thick base of
cement mortar 1:6 (1-cement : 6-coarse sand)
or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand)
laid over and jointed with grey cement slurry
mixed with pigment to match the shade of
slab including rubbing and polishing etc.
complete. (A) 25mm thick
31 Providing and laying broken chine mosaic 27.30 Sqmt 765.98
flooring for terrace using 12 mm to 20 mm
broken pieces of glazed tiles to be laid over
cement mortar 1:3 to plain or slope and to be
tempered to bring mortar creme out upto
surface using white cement including rounding
off junctions and extending them upto 15 cm
along the wall,clearing with water and oxalic
acid etc. as directed.
32 Finishing wall with water proofing cement 106.12 Sqmt 117.41
paint of on wall surface ( Two coats) to give
an approved brand manufacture and of
requred shape even shade after throughtly
brushing of loose powered materials.
33 Wall painting (two coats) with plastic emulsion 52.93 Sqmt 127.19
paint of approved brand and manufacture with
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
along ceilings and sloping roofs.
34 Providing & laying and jointing in true line and 10.00 rmt 447.73
level 40 mm dia UPVC pipe (SCH-40) line
including fitting make or equivalent as
approved by engineer in charge the pipe
shole be fixed on wall with the hel of clam at
every two mtr center to center or shall be
conseled as direct including necessesary
fitting etc including testing of pipe and jointes
and fixin the sam with adhesive solvent
including cost of matarial (A) 40 mm OD pipe
35 Providing & laying and jointing in true line and 20.00 rmt 91.84
level 25 mm dia UPVC pipe (SCH-40) line
including fitting make or equivalent as
approved by engineer in charge the pipe
shole be fixed on wall with the hel of clam at
every two mtr center to center or shall be
conseled as direct including necessesary
fitting etc including testing of pipe and jointes
and fixin the sam with adhesive solvent
including cost of matarial (A) 25 mm OD pipe
36 Providing & laying and jointing in true line and 20.00 rmt 72.65
level 15 mm dia UPVC pipe (SCH-40) line
including fitting make or equivalent as
approved by engineer in charge the pipe
shole be fixed on wall with the hel of clam at
every two mtr center to center or shall be
conseled as direct including necessesary
fitting etc including testing of pipe and jointes
and fixin the sam with adhesive solvent
including cost of matarial (A) 15 mm OD pipe
37 Providing and fixing water closet squatting 4.00 Nos. 1426.86
Pan (Indian type W.C. Pan) size 580mm
Including Providing and fixing 100mm size P
or S trap for water closet squatting pan
including jointing the trap with the pan and soil
pipe in cement Mortar 1:1 (1-Cement : 1-Fine
sand)(A) Vitreous China. Including of
Providing and fixing in Cement Mortar 1:3 (1-
Cement : 3-coarse sand)a, pair of white
vitreous China 250mm x 130mm x 30mm
footrest to long pattern squatting pan water
closet. (A) Vitreous China.(I) Long pattern =
White colour
38 Providing and fixing washbasin with single 2.00 Nos. 1970.62
hole for pillar tap with C.I. or M.S. brackets
painted white including sutting holes and
making good the Providing and fixing C.P.
brass waste for washbasin or sink. (A)
32mmdia.,Providing and fixing pillar tap,
capstan head, screw down high pressure with
screws, shanks and back nuts. (i) 15mm
dia.,Providing and fixing brass screw down
stop tap.(A) 15mm dia..(A) Vitreous China:(ii)
Flat Back washbasin 550 mm x v 400mm
size. (i) In white colour.
39 Providing and fixing screw down bib taps of 8.00 Nos. 186.83
following size.(B) Brass chromium plated
screws down Bib Tap. (i) 15mm dia
40 providing and fixing cast iron(spun) nanhi trap 10.00 Nos. 629.39
of the 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 complete
41 Providing and fixing ball cock of approved. 4.00 Nos. 189.84
quality as directed.(A) Copper Metal (ii) 50mm
42 Providing and fixing chromium plated brass 4.00 Nos. 263.72
half trun flush cock of approved quality
including fixing in pipe line etc. complete.(ii)
43 Providing and fixing S.W. gully trap with C.I. 4.00 Nos. 1246.92
grating brick masonry chamber and water tight
C.I. 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
44 providing and fixing cast iron spigot and 30.00 rmt 741.01
socket soil waste and ventilating pipe of the
following nominal size 75 mm dia.
45 providing and fixing cast iron spigot and 30.00 rmt 892.39
socket soil waste and ventilating pipe of the
following nominal size 100 mm dia.
46 providing and fixing in position cowl vent to 6.00 Nos. 505.18
pipe (II) 100mm
47 Supplying and Fixing Z clamp with type 20.00 Nos. 222.20
G.I.Brackets for SWR/RWR/Water supply
Plumbing all type of dia pipe with GI Clamp
and Nacessary Fastenrs
48 Providing and fixing G.I. Rain water spout of 2.40 Each 101.91
50mm dia. and 30cm. length.
49 Constructing brick masonry chamber for 1.00 Nos. 2932.93
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.(i) Inside dimensions 455mmx
610mm and 450mm deep for single pipe lin
50 Providing erecting and fixing double coated 1000.00 liter 3.95
ISI water tank of required capacity each with
all necessary fittings and connection etc.
complete on terrace
I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should
Be written in figures and words) of the estimated rate mentioned above Amount of my / our
tender works out as under.
*Estimated amount put to tender *Estimated amount put to tender
Deduct ……. % below Rs…………………… Add ………........% Above
Net Rs. …………………….… Total Rs. ………….…….
In words ………………….……………………………. In words ………………….………………
*( please strike out whichever is not applicable)
1 The Contractor shall exhibition board with detailed specification and details of works
directed by the Engineer – In – Charge for which no extra payment shall bemade.
2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills.
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per
Govt G.R.: PRC-10/2017 Cement Consumption/16/C Date: 11/05/2017 as stated in S.O.R.
therefore in R.C.C. items where the reisa change as per actual mix design the cost of
difference of cement consumption have been deducted from the rate of original item at the
rate of input rate mentioned in all the tender.
Executive Engineer
Signature of the contractor Panchayat (R & B) Division
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