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Tender Value
₹40.8 L
EMD Value
₹41,000
Closing Date
10 Jun 2026, 6:00 pm5d left
Executive Engineer, Panchayat R&B Division, Navsari
CDP-5 Year 2025-26 Package No. ( 02 Building ) (1) Construction of Gram Panchayat Bhavan @ Village Manpur Ta, Vansda Dist.Navsari. (2) Construction of Gram Panchayat Bhavan @ Village Charanvada Ta, Vansda Dist.Navsari.
310366
25 of 2025-26 (Re-invite)
Open
Civil Works - Buildings
Navsari
6 documents required · 6 mandatory
₹1,500
Executive Engineer, Panchayat (R and B) Division, Navsari
₹41,000
1 Jun 2026
1 Jun 2026
1 Jun 2026
10 Jun 2026
1 Jun 2026
Name of Work:- CDP -5 Year 2025-26 Package No. 62 Construction of Gram Panchayat Bhavan at Village
Manpur Ta, Vansda Dist.Navsari.Construction of Gram Panchayat Bhavan @ Village Charanvada Ta, Vansda
: : BILL OF QUANTITY.' : :
Percentage Rate Tender
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
1 Excavation for foundation upto 1.5 m depth including sorting 136.08 Cum. 261.82
out and stacking of useful materials and disposing off the
excavated stuff upto 50 Meter lead.(C) Hard Murrum
2 Excavation for foundation for depth from 1.5 m to 3.0 m 45.36 Cum. 292.87
including sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead. (D) Soft
rock not requiring Blasting
3 Filling available excavated earth (excluding rock in trenches 90.72 Cum. 133.66
plinth, slides of foundations etc. in layers not exceeding
cm in depth consolidating each deposited layer by ramming
4 Filling in foundation and plinth with murrum or selected soil 59.66 Cum. 296.30
in layers of 20cm thickness including watering ramming and
consolidating etc. complete
5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 9.57 Cum. 3713.67
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 concrete M.200 and 21.48 Cum. 4309.17
curing complete the cost of formwork but excluding
reinforcement for reinforced concrete work in (A)
Foundations, footings, Base of columns and Mass concrete.
(more than 10 ton)side and disposing off remaining stuff.
7 Providing and laying controlled cement concrete M-200 and 5.32 Cum. 8070.48
curing complete including the cost of form work but
excluding cost of reinforcement for reinforced concrete
work for Column upto plinth l
8 Providing and laying controlled cement concrete M.200 and 13.76 Cum. 5882.11
curing complete the cost of formwork but excluding
reinforcement for reinforced concrete work in (D) Columns,
Pillars posts and struts, upto floor two level. (more than
9 Brick work using common burnt clay building brick having 9.62 Cum. 4121.55
crushing strength not less than 35 kg/sq. cm. in foundation
and plinth in cement mortar 1:6 ( 1 Cement: 6 fine sand) (B)
10 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 18.27 Cum. 4083.72
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 500/500D for R.C.C. 12056.83 kg 77.29
work including bending binding and placing in position
complete for all floor.
12 Providing and laying controlled cement concrete M.200 and 8.24 Cum. 8070.48
curing complete the cost of formwork but excluding
reinforcement for reinforced concrete work in (D) Columns,
Pillars posts and struts, upto floor two level. (more than
13 Providing and laying controlled cement concrete M.200 and 9.86 Cum. 8151.71
curing complete the cost of formwork but excluding
reinforcement for reinforced concrete work in (D) Columns,
Pillars posts and struts, upto floor two level. (more than
14 Providing and laying controlled cement concrete M.200 and 9.39 Cum. 6455.84
curing complete the cost of formwork but excluding
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 concrete M.200 and 9.20 Cum. 6671.05
curing complete the cost of formwork but excluding
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 Providing laying controlled cement concrete M 200 R.C.C 0.94 Cum. 9539.55
lintel including finishing smooth with,curing etc. complete
including the cost of formwork but excluding the cost of
17 Providing laying controlled cement concrete M 200 R.C.C 0.94 Cum. 9580.09
lintel including finishing smooth with,curing etc. complete
including the cost of formwork but excluding the cost of
18 Providing and laying controlled cement concrete M.200 and 16.44 Cum. 6987.68
curing complete the cost of formwork but excluding
reinforcement for reinforced concrete work in (C) Slabs,
landing, shelves, Balconies, Lintels, Beams, Girders and
Cantilever upto floor two level. (more than 10 ton)
19 Providing and laying controlled cement concrete M.200 and 14.87 Cum. 7028.59
curing complete the cost of formwork but excluding
reinforcement for reinforced concrete work in (C) Slabs,
landing, shelves, Balconies, Lintels, Beams, Girders and
Cantilever upto floor two level. (more than 10 ton)
20 Providing and laying controlled cement concrete M.200 and 2.27 Cum. 7673.88
curing complete the cost of formwork but excluding
reinforcement for reinforced concrete work in (C) Slabs,
landing, shelves, Balconies, Lintels, Beams, Girders and
Cantilever upto floor two level. (more than 10 ton)
21 Brick work using common burnt clay building brick having 37.62 Cum. 4403.40
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
22 Brick work using common burnt clay building brick having 42.38 Cum. 4685.25
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
23 Half brick masonry in common brunt clay building bricks 66.76 Sqmt 679.80
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)
24 Half brick masonry in common brunt clay building bricks 37.44 Sqmt 734.30
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)
25 Providing and laying Machine cut, Free edges, Machine 99.11 Sqmt 2451.88
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 :
coarse sand) and jointed with gray cement slurry including
rubbing and polishing etc. complete
26 Providing and fixing 35mm thick factory made moulded door 59.09 Sqmt 2152.31
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 drawing.
27 Providing and fixing window having extruded aluminum 48.10 Sqmt 1583.96
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 92mm x 31.75mm x 1.50mm
@ Wt. 1.06 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 5 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
28 Providing & fixing M.S. grill / M.S. door of required pattern to 266.98 kg 176.75
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.
29 Providing 15mm thick cement plaster in single coat on Rough 860.60 Sqmt 176.10
(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)
30 Providing 10mm thick cement plaster in single coat on 268.82 Sqmt 145.12
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.
31 20 mm thick sand faced cement plaster with on wall upto all 630.31 Sqmt 339.15
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
32 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 249.65 Sqmt 1053.32
(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)
33 Providing and laying white glazed tiles 6mm thick in skrting 139.38 Sqmt 940.18
risers of steps and dedo on 10mm thick cement plaster 1:3 (1-
cement : 3-coarse sand) and jointed with white cement slurry
34 Providing and laying polished Kota stone slab flooring over 50.33 Sqmt 1010.92
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
35 Providing and laying broken chine mosaic flooring for terrace 121.85 Sqmt 765.98
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
cm along the wall,clearing with water and oxalic acid etc. as
36 Finishing wall with water proofing cement paint of on wall 630.31 Sqmt 117.41
surface ( Two coats) to give an approved brand manufacture
and of requred shape even shade after throughtly brushing of
loose powered materials.
37 Wall painting (two coats) with plastic emulsion paint of 1129.42 Sqmt 86.60
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
38 Providing & laying and jointing in true line and level 40 mm 30.00 Rmt 447.73
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)
39 Providing & laying and jointing in true line and level 25 mm 40.00 Rmt 91.84
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 Providing & laying and jointing in true line and level 15 mm 40.00 Rmt 72.65
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)
41 Providing and fixing water closet squatting Pan (Indian type 6.00 Nos 970.17
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
42 Providing and fixing wash basin with single hole for piller tap 4.00 Nos 1456.06
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
43 Providing and fixing Urinal of approved quality inclding 2.00 Nos 1062.18
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
44 Providing and fixing screw down bib taps of following size.(B) 22.00 Nos 186.83
Brass chromium plated screws down Bib Tap. (i) 15mm dia
45 providing and fixing cast iron(spun) nanhi trap of the 12.00 Nos 585.37
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
46 Providing and fixing S.W. gully trap with C.I. grating brick 4.00 Nos 1292.20
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
47 providing and fixing cast iron spigot and socket soil waste and 40.00 Rmt 741.01
ventilating pipe of the following nominal size 75 mm dia.
48 providing and fixing cast iron spigot and socket soil waste and 40.00 Rmt 892.39
ventilating pipe of the following nominal size 100 mm dia.
49 providing and fixing in position cowl vent to pipe (II) 100mm 8.00 Nos 505.18
50 Providing and fixing G.I. Rain water spout of 50mm dia. and 4.80 Rmt 101.91
51 Constructing brick masonry chamber for underground C.I. 2.00 Nos 2932.93
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 line.
52 Providing erecting and fixing double coated ISI water tank of 2000.00 liter 3.95
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.
Deputy Executive Engineer Executive Engineer
Panchayat ( R & B) Sub Division Panchayat (R & B) Division
Signature of the contractor
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