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Tender Value
₹14.1 L
EMD Value
₹14,500
Closing Date
22 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, panchayat, R & B Division, Surat.
Const of Toilet Block in Various Villages Primary School of Umarpada taluka total 6 Nos. 1.CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT GULIUMAR PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 2. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT AMBA VELAVI PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 3. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT DONGRIPADA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT.4. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT HALDHARI PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 5. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT MAULIPADA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 6. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT SAMPURA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. (2ND TIME)
300898
02 OF 2026-27
Open
Civil Works - Others
Surat
5 documents required · 5 mandatory
₹900
Executive Engineer, panchayat R & B Division, surat
₹14,500
4 May 2026
4 May 2026
4 May 2026
22 May 2026
4 May 2026
Name of Work:- મુખ્યમંત્રી આદિમજૂથ સર્વાંગી ઉત્કર્ષ યોજનવ 2025-26. Const of Toilet Block in Various Villages Primary
School of Umarpada taluka total 6 Nos.[1] CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF
NIRMAL GUJARAT 20 AT GULIUMAR PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT.[2]CONSTRUCTION
OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT AMBA VELAVI PRIMARY SCHOOL,
TA:UMARPADA , DIST-SURAT[3]CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL
GUJARAT 20 AT DONGRIPADA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT.[4]CONSTRUCTION OF
MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT HALDHARI PRIMARY SCHOOL,
TA:UMARPADA , DIST-SURAT.[5]CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL
: : BILL OF QUANTITY.' : :
Percentage Rate Tender
It. Description of Item (with brief Specification Rate In
Quantity Unit Amount
No. and reference to book of specifications) Figures
1 Excavation for foundation upto 1.5 m depth 111.90 Cum. 122.93
including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead. (A) Loose or soft soil
2 Excavation for foundation upto 1.5 m to 3.0 m 19.56 Cum. 136.47
depth including sorting out and stacking of
useful materials and disposing off the
excavated stuff upto 50 Meter lead. (A) Loose
3 Filling available excavated earth (excluding rock 100.80 Cum. 136.91
in trenches plinth, slides of foundations etc. in
layers not exceeding 20 cm in depth
consolidating each deposited layer by ramming
4 Providing & filling in plinth with murrum or yellow 11.34 Cum. 301.77
soil or selected soil in layers of 20 cm.
Thickness. Incl. watering, ramming &
consolidation etc. complete.
5 Filling in plinth with sand under floors 3.78 Cum. 481.79
including watering ramming, consolidating and
dressing complete
6 Providing and laying cement concrete 1:2:4 (1- 13.50 Cum. 3923.85
Cement : 2- coarse sand : 4- hand Machine
crushed stone aggregates 40 mmnominal size)
and curing complete including cost of formwork
7 Providing and laying controlled cement concrete 13.08 Cum. 4563.18
M.200 and curing complete inculding the cost
of formwork but Excluding the cost of
reinforcement for reinforced concrete work in
foundation, footings base of column and mass
concrete. (A) Footing
8 Providing and laying cement concrete M.200 7.38 Cum. 8001.22
and curing complete inculding the cost of
formwork but Excluding the cost of
reinforcement for reinforced concrete work in All
Types of Column D) Column, Pillers, posts and
struts , upto Plinth
9 Providing and laying cement concrete M.200 0.48 Cum. 8042.13
and curing complete inculding the cost of
formwork but Excluding the cost of
reinforcement for reinforced concrete work in All
Types of Column D) Column, Pillers, posts and
struts, upto Ground Floor
10 Providing and laying cement concrete M.200 5.64 Cum. 6321.59
and curing complete inculding the cost of
formwork but Excluding the cost of the cost of
reinforcement for reinforced concrete work in
Beams. (E) Beam, upto Plinth
11 Providing and laying cement concrete M.200 4.20 Cum. 6321.59
and curing complete inculding the cost of
formwork but Excluding the cost of
reinforcement for reinforced concrete work in All
Types of Slab,All Thickness (C) Slab upto Plinth
and Ground Floor
12 Providing and laying cement concrete M.200 and 6.12 Cum. 6267.05
curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for
reinforced concrete work in All Types of Slab,All
Thickness (C) Slab upto Plinth and Ground Floor
13 Providing and laying cement concrete M.200 and 1.14 Cum. 5865.05
curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for
reinforced concrete work in Lintel upto Ground
14 Providing and laying cement concrete M.200 and 1.50 Cum. 6886.20
curing complete inculding the cost of formwork
but Excluding the cost of reinforcement for
reinforced concrete work in Chajja. Upto Ground
15 Providing and fixing TMT bars Fe-500D steel 2963.70 kg 77.30
reinforcement for R.C.C. work including binding,
bending and placing in position complete upto
floor two level ,Ground Floor, First Floor
Second Floor, Third Floor, Terrace Floor (all
16 Brick work using common burnt clay building 5.40 Cum. 4214.32
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)
17 Brick work using common brunt clay building 26.88 Cum. 4503.04
bricks having crushing strength not less than
kg/sqcm. in superstructure above plinth level
upto floor two level in cement mortar 1:6 (1
cement :6 fine sand) etc.comp. (B) Conventional
18 Brick work using common brunt clay building 4.14 Cum. 4545.16
bricks having crushing strength not less than
kg/sqcm. in superstructure above plinth level
upto floor two level in cement mortar 1:6 (1
cement :6 fine sand) etc.comp. (B) Conventional
19 Half brick masonry in common brunt clay 31.74 Sqmt 629.83
building bricks having crushing strength not less
than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-
Cement : 4 -coarse sand ) in foundation and
plinth (B) Conventional
20 Providing 15mm thick cement plaster in single 94.62 Sqmt 161.19
coat on Rough (Similar)side of single or Full/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) Ground
21 Providing 15mm thick cement plaster in single 18.12 Sqmt 185.75
coat on Rough (Similar)side of single or Full/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) Ground
22 Providing & laying10 mm. thick cement plaster 41.10 Sqmt 148.31
in single coat on fair side of ceilings for interior
plastering upto floor two level and finishing with
smooth mala plaster.(i) Cement mortar 1:4 (1
cement : 4 sand) Ground Floor
23 20 mm thick sand faced cement plaster with on 223.92 Sqmt 315.68
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.
24 Providing and laying polished Granite Slab 4.32 Sqmt 2190.69
18mm thick in Flooring laid 20mm thick Cement
Mortar 1:4 (1-Cement : 4-Coarse Sand) and
jointed with Grey Cement Slurry including full
molded round front edges , rubbing and
polishing etc. complete.
25 Providing and laying polished Granite Slab 36.84 Sqmt 2159.38
18mm thick in Risers of steps Dedo, window sill,
jembs and pillars laid 10 mm thick Cement
Mortar 1:4 (1-Cement : 4-Coarse Sand) and
jointed with Grey Cement Slurry including full
molded round edges , rubbing an
26 Providing and laying white glazed tiles 6mm 36.18 Sqmt 963.11
thick inflooring treads of steps and landing laid
on a bed of 12mmthick cement mortar 1:3 (1-
cement : 3-coarse sand )finishing with flush
pointing in white cement.
27 Providing and laying white glazed tiles 6mm 102.36 Sqmt 1127.48
thick inskrting risers of steps and dedo on 10mm
thick cement plaster 1:3 (1-cement : 3-coarse
sand) and jointed withwhite cement slurry
28 Providing and fixing FRP frame size 125x65 mm 31.50 Sqmt 2615.04
and 35mmthick FRP shutter having extra
reinforcement on sides &edges in polish finish.
The core of the shutter & frame is to befiled up
with injected polyurethene foam done in situ
alongwith embedded wooden pieces for
stiffening & alsotaking hinges & fintures. The
whole FRP frame & shutter is tobe water proof
weather proof, termite proof & resistance tomild
acid/alkali. Rates are to be inclusive of S.S
hinges withnecessary screws & alluminium S.S
fixtures & fastenings &
fastener sleeve.
29 Providing and fixing standared extruded of 4.32 Sqmt 1175.56
alluminium section of size 63mm x 38.10mm x
1.2mm (Jindal Section :2434, @ Wt.
Kg/mt) with colour anodized alluminium frame
for ventilation with 5 mm thick frosted glass as
details etc complete for Ventilation
30 Providing and fixing M.S. grill of required pattern 43.20 kg 116.15
of windows etc. with M.S.. flats at required
spacing and frame alround square or round
headed bolts and nuts or by screws.including
applying a priming coat of red lead paint and two
coats of oil painting etc complete (A)Plain grill
31 Applying two coats of Birla (white cement 153.84 Sqmt 40.59
based) or (acrylic lapy- putty) or equivalent & two
coats of primer of approved brand and
manufacture on new wall surface,Ceiling surface
to give an even shade including thoroughly
brushing the surface free from mortar dropping
and other foreign matter and sand papered
32 Wall painting (two coats) with plastic emulsion 153.84 Sqmt 84.35
paint of approved brand and manufacture on
undecorated wall surface,Ceiling surface to give
an even shade including throughly brushing the
surface free from mortar droppings and other
foreign matter and sand papered smooth.
33 Finishing wall with weather proof exterior 223.92 Sqmt 120.26
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 complete
34 Applying priming coat over new steel and other 4.32 Sqmt 128.63
metel surface after and including preparing the
surface by throughly cleaning, oil,grease, dirt
and other foreign matter and scoured with
brushes fine steel wood, scrapers and sand
paper with ready mixed priming paint brushing
red lead. and Painting two coats (excluding
priming coat) on new steel and other metal
surface with enamel paint, brushing, interior to
give an even shade including cleaning the
surface an even shade including cleanicn the
surface of all dirt, dust and other foreign matter.
35 Providing and laying broken chine mosaic 38.70 Sqmt 779.69
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
36 Providing and fixing wash down water closet 12.00 Nos 1648.15
(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-fine sand)
Providing Providing
and fixingand fixing plastic
washbasin seat and
with single hole 6.00 Nos 2165.90
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
Providing andor sink.
fixing(A) 32mmdia.,Providing
600mm x 450mm bevelledand 6.00 Nos 859.41
edge mirrror of superior glass mounted on 6mm
thick A.C. sheet or plywood sheet and fixing to
wooden pluge with C.P. brass screws and
washers. and fixing PVC SWR Nahni trap IS
39 Providing 18.00 Nos 599.64
14735 for drain - 100 mm diameter with jali of
the following nominal diameter of self cleansing
design with C.I scread down or hinged grating
40 Providing andcost of screw
fixing cuttingdown
following size.(A) Brass screw down bib tap
polished bright. (i) 15mm dia.
41 Providing and fixing Gun metal check or non- 6.00 Nos 420.63
return fullway wheel valve. 25mm. dia.
42 Providing and fixing chromium plated brass half 12.00 Nos 263.77
trun flush cock of approved quality including
fixing in pipe line etc. complete.(ii) 25mm dia.
43 Providing and fixing ball cock of approved. 6.00 Nos 132.89
quality as directed.(A) Copper Metal (A) 25mm.
44 Providing laying and jointing in true line and level 42.00 rmt 72.65
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
45 the help oflaying
Providing clampand
jointing in metre C/C
true line or level
and shall 31.20 rmt 91.84
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 laying
46 Providing, clampand
at every twoinmetre
jointing C/Cand
true line or shall 51.00 rmt 878.57
level 110mm diametre U.P.V.C (Type B)
conforming to IS 13592-1992 with one end plain
and other end socketed with rubber ring, &
fittings conforming
47 Providing and fixingtoS.W.
ISI 14735-1999 of C.I.
gully trap with 6.00 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
Constructing150mmBrickx masonry
100mm sizeroadPgully
type 6.00 Nos 2017.19
500mm x 450mm x 600mm including 500mm x
450mm C.I. horizontal grating wih frame
49 Constructing brick masonry chamber for 6.00 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
50 frame (Light
Providing duty)
laying (to455mm
level orxslopes)
610mmand intenal
jointing 24.00 rmt 257.19
reinforced concrete Light duty non-pressure
pipes I.S. class NP2 of the following internal
diameter with collars and butt ends prepared for
51 Providing & including
fixing G.I.testing of joints
Rain water complete.
spout of 50 6.00 Nos 101.91
mm.dia & 30 cm length etc.
52 Providing and fixing in position cowel went to 6.00 Nos 505.17
pipes.(C) 100mm dia
53 Providing erecting and fixing double coated 3000.00 Liter 3.94
PVC. (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
*( 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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details.html
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3.Cement Standards -11-05-17 GR 2 Side.pdf
4.Tender Negotiation.pdf
5.Laboratory GR.pdf
6.GST GR.pdf
7.Steel Lap.pdf
11. Other GR.pdf
8.Clause 47 48.pdf
Cement consumption gr.pdf
GST GR 1.pdf
5.GR.pdf
4.0 tender booklet.pdf
3. SBD GR.pdf
Environment GR_11zon.pdf
BOQ Toilet Block.pdf
SBD .pdf
Scan-16.03.2026.pdf
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