Loading…
Loading…
Tender Value
₹46.0 L
EMD Value
₹47,000
Closing Date
10 Jun 2026, 6:00 pm4d left
Executive Engineer, Panchayat R&B Division, Navsari
CDP-5 Year 2025-26 Package No. ( 02 Building ) (1) Construction of Gram Panchayat Bhavan @ Village Sara Ta, Vansda Dist.Navsari. (2) Construction of Gram Panchayat Bhavan @ Village Unai Ta, Vansda Dist.Navsari
310467
25 of 2025-26
Open
Civil Works - Buildings
Navsari
6 documents required · 6 mandatory
₹1,500
Executive Engineer, Panchayat (R and B) Division, Navsari
₹47,000
3 Jun 2026
3 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
Name of Work:- CDP -5 Year 2025-26 Package No. 64 Construction of Gram Panchayat Bhavan @ Village Unai Ta, Vansda
Dist.Navsari.Construction of Gram Panchayat Bhavan @ Village Sara Ta, Vansda Dist.Navsari.
: : 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 109.94 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 39.48 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 90.96 Cum. 133.65
plinth, slides of foundations etc. in layers not exceeding 20 cm
in depth consolidating each deposited layer by ramming and
4 Filling in foundation and plinth with murrum or selected soil in 120.43 Cum. 296.29
layers of 20cm thickness including watering ramming and
consolidating etc. complete
5 Providing and laying cement concrete work 1:2:4 (M-150) (1- 4.20 Cum. 3989.04
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 Mass concrete.
Foundation and Plinth (more than 10 ton)
6 Providing and laying cement concrete 1:1:2 (M-250) and curing 7.70 Cum. 4763.16
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
7 Providing and laying cement concrete 1:1:2 (M-250) and curing 2.00 Cum. 8818.31
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 Providing and laying cement concrete 1:1:2 (M-250) and curing 5.20 Cum. 6361.99
complete including the cost of form work but excluding cost of
reinforcement for reinforced concrete work for Ground Beam.
9 Brick work using common burnt clay building brick having 21.21 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 1:1.5:3 (M 200) and 8.20 Cum. 4607.62
curing complete Including the cost of formwork But Excluding
the cost of reinforcement for reinforced concrete work in
R.C.C. Plinth Slab.
11 Providing and laying cement concrete 1:1.5:3 (M 200) and 7.52 Cum. 8370.77
curing complete including the cost of form work but excluding
cost of reinforcement for reinforced concrete work for
Column in Goround Floor
12 Providing and laying cement concrete 1:1.5:3 (M 200) and 8.33 Cum. 8406.13
curing complete including the cost of form work but excluding
cost of reinforcement for reinforced concrete work for
Column in First Floor
13 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.20 Cum. 8815.28
curing complete including the cost of form work but excluding
cost of reinforcement for reinforced concrete work for
Column in Second Floor
14 Providing laying cement concrete 1:1.5:3 (M 200) and curing 8.80 Cum. 6682.32
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 Ground Floor
15 Providing laying cement concrete 1:1.5:3 (M 200) and curing 6.00 Cum. 6743.66
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 First Floor
16 Providing laying cement concrete 1:1.5:3 (M 200) and curing 0.90 Cum. 7022.53
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 Second Floor
17 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.07 Cum. 9005.99
curing complete including the cost of form work and excluding
the cost of reinforcement for reinforced concrete work in (c)
Lintel in Ground Floor
18 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.07 Cum. 9046.45
curing complete including the cost of form work and excluding
the cost of reinforcement for reinforced concrete work in (c)
Lintel in First Floor
19 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.50 Cum. 10004.06
curing complete including the cost of form work and excluding
the cost of reinforcement for reinforced concrete work in (c)
Chajja in Ground Floor
20 Providing and laying cement concrete 1:1.5:3 (M 200) and 0.50 Cum. 10044.46
curing complete including the cost of form work and excluding
the cost of reinforcement for reinforced concrete work in (c)
Chajja in First Floor
21 Providing and laying cement concrete 1:1.5:3 (M 200) and 16.42 Cum. 8237.30
curing complete including the cost of form work but excluding
cost of reinforcement for reinforced concrete work for Slab in
22 Providing and laying cement concrete 1:1.5:3 (M 200) and 15.64 Cum. 8340.68
curing complete including the cost of form work but excluding
cost of reinforcement for reinforced concrete work for Slab in
23 Providing and laying cement concrete 1:1.5:3 (M 200) and 1.50 Cum. 9570.76
curing complete including the cost of form work but excluding
cost of reinforcement for reinforced concrete work for Slab in
24 Providing and laying cement concrete 1:1.5:3 (M 200) and 2.00 Cum. 7367.95
curing complete including the cost of formwork but excluding
the cost of reinforcement for reinforced concrete work in
R.C.C. Stair Cases for Ground Floor
25 Providing and laying cement concrete 1:1.5:3 (M 200) and 3.14 Cum. 7504.54
curing complete including the cost of formwork but excluding
the cost of reinforcement for reinforced concrete work in
R.C.C. Stair Cases for First Floor
26 Providng TMT bars renforcement of FE 500 / 500D for R.C.C. 13329.91 Kg 77.29
work including bending binding and placing in position
complete for all floor.
27 Brick work using hydraulically pressed common burnt clay 38.61 Cum. 4403.40
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
28 Brick work using hydraulically pressed common burnt clay 38.69 Cum. 4576.39
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
29 Brick work using hydraulically pressed common burnt clay 9.60 Cum. 4485.77
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
30 Half brick masonary in hydraulically pressed common burnt 73.78 Sqmt 709.64
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)
31 Half brick masonary in hydraulically pressed common burnt 90.62 Sqmt 739.17
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) with 2 nos of 6mm mild steel round bars after every
three course embedded in cement mortar in superstructure
above plinth level up to floor two level Conventional (FF)
32 Providing and laying Machine cut, Free edges, Machine 95.47 Sqmt 2354.76
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 R.A.)
33 Providing and fixing 35 mm thick shutters for Doors, windows 5.70 Sqmt 5338.30
and clerestory windows including Indian teak wood frames
cm x 7 cm. size including black enamelled iron oxidixed fixtures
and fastenings including primer coat of approved quality and
two coats of oil painting etc, complete. (ii) Fully Panelled.
34 Providing and fixing FRP frame size 125x65 mm and 35mm 23.40 Sqmt 2019.98
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.
35 Providing and fixing window having extruded aluminum 47.45 Sqmt 1583.95
Colour anodized section frame main outer size 95mm x 24mm
x 1.17mm (of Jindal Section no:2459 @ wt.of 0.738 Kg/mt),
horizontal Three track member size 92mm x 31.75mm x
1.30mm (of Jindal Section no:8688,@ Wt.1.07 Kg/mt), vertical
member of size 92mm x 31.75mm x 1.50mm (of Jindal Section
no:8933,@ Wt. 1.06 Kg/mt) with sliding shutters of horizontal
member size 40 mmx18mm x1.29mm (of Jindal Section
no:8947@ wt.of 0.456 Kg/mt), vertical member of size 40mm x
18mm x 1.29 mm (of Jindal Section no:8949 @ 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
36 Providing and fixing standared extruded of alluminium section 1.50 Sqmt 1175.56
of size 63mm x 38.10mm x 1.2mm (Jindal Section :2434, @ Wt.
0.643 Kg/mt) with colour Powder Coated alluminium frame
for ventilation with 5 mm thick frosted glass as details etc
complete for Ventilation
37 Providing and fixing M.S. grills of required pattern to Wooden 943.49 Kg 115.53
frames of windows etc. with M.S. flats at required spacings
and frame alround, square or round bars with round headed
bolts and nuts or by screws (A) Plain Grill.
38 Providing 15mm thick cement plaster in single coat on Rough 599.00 Sqmt 225.50
(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
39 Providing 20 mm thick double coat mala cement plaster on 373.40 Sqmt 279.29
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 scaffolding curing etc. complete.
40 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 244.63 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 DARK shade.
41 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 8.30 Sqmt 1432.78
(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 antiskit.
42 Providing and laying Ceramic tiles 6mm thick (vitrified 8 mm 158.94 Sqmt 972.58
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
43 Providing and laying polished kota stone slab 25mm thick in 57.17 Sqmt 1054.73
risers of steps,skirting Dedo and pillars laid on 10mm thick
cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with
gray cement slury mixed with pigment to match the shade of
slab including rubbing and polishing etc. complete.
44 Providing and laying water proofing treatment with broken 72.30 Sqmt 1163.62
china mosaic flooring by conventional method including
cleaning the slab surface by wire brush as directed including
provding first layer of C.M. 1 :4 of 40 mm thickness mixed with
water proofing compound at rate prescribed by manufacturer,
including putting of brick bats of average thickness 40 mm
Well immerssed in water laid uniformly on first layer of mortar
including applying cement slurry @ rate of 0.08 bag/sqm. on
fixed layer of brick bats including maintaining necessary slope,
in second layer 40 mm thick C.M 1 :4 mixed with water
proofmg compound as directed, including fmishing smooth
with cement slurry as directed complete.and using 12 mm to
20 mm broken pieces of Glazed tiles to be paid over cement
mortar 1:3 to plain or slope and to be tempered to bring
mortar creme out up to surface using white cement including
rounding offjunctions and extending them up to 15 cm along
the wall, clearing with water and oxalic acid etc. as directed.
45 Providing & laying and jointing in true line and level 40 mm dia 33.00 Rmt 284.31
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
46 Providing & laying and jointing in true line and level 25 mm dia 32.00 Rmt 91.84
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
47 Providing & laying and jointing in true line and level 15 mm dia 40.00 Rmt 72.65
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
48 Providing and fixing Wash down Water closet European type 3.00 Nos 4642.16
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
49 Providing and fixing wash basin with single hole for piller tap 6.00 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
50 Providing and fixing Kitchen sink with C.I. or M.S. brackets, 1.00 Nos 2326.66
painted white including cutting holes in walls and making good
the same but excluding fittings. (C) Vitreous China Sink.(i)
600mm x 450mm x 150mm size
51 Providing and fixing screw down bib taps of following size of 18.00 Nos 186.83
jaquar brand product as approved by engineer in charge (I)
52 providing and fixing SWR nanhi trap of the following nominal 10.00 Nos 602.97
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
53 Providing and fixing S.W. gully trap with C.I. grating brick 3.00 Nos 1277.11
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
54 Providing and fixing brass screw down stop tap.(C) 25mm dia. 10.00 Nos 220.82
55 Providing and fixing UPVC spigot and socket soil, waste and 24.00 Rmt 741.01
ventilating pipes of the following nominal size. (B) 75mm dia.
56 Providing and fixing UPVC spigot and socket soil, waste and 24.00 Rmt 892.39
ventilating pipes of the following nominal size. (B) 100mm dia.
57 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 20.00 Rmt 339.05
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.(G)110 mm
58 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 15.00 Rmt 280.23
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.(F) 75mm
59 Constructing brick masonry chamber for underground C.I. 1.00 Nos 3660.76
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 700 mm and 450mm
deep for pipe line with one or two inlets.
60 providing and fixing in position cowl vent to pipe (II) 100mm 8.00 Nos 505.18
61 Providing and fixing G.I. Rain water spout of 50mm dia. and 33.60 Rmt 101.91
62 Wall painting (two coats) with plastic emulsion paint of 1163.71 Sqmt 83.74
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.
63 Finishing wall with weather proof exterior emulsion paint on 688.55 Sqmt 117.40
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
64 painting two cosat (including priming coats) on new steel and 30.30 Sqmt 128.49
other metal surfece with enamel paint,brushing interior to give
an even shade including cleaning the surfece of all dirt,dust
and other foreign matter.
65 Constructing Brick masonry road gully chamber 500mm x 2.00 Nos 2017.19
450mm x 600mm including 500mm x 450mm C.I. horizontal
grating wih frame complete.
66 Constructing brick masonry chamber for underground 1.00 Nos 52223.06
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 :
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.
67 Providing erecting and fixing double coated Syntex PVC. (ISI) 3000.00 Liter 3.95
water tank of required capacity each with all necessary fittings
and connection etc. complete on terrace.
68 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 4.79 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)
68 Providing and laying controlled cement concrete M.200 and 10.74 Cum. 4309.17
curing complete including the cost of formwork but excluding
reinforcement for reinforced concrete work in (A)
Foundations, footings, Base of columns and Mass concrete.
69 Providing and laying controlled cement concrete M-200 and 2.66 Cum. 8070.48
curing complete including the cost of form work but excluding
cost of reinforcement for reinforced concrete work for
Column upto plinth level.
70 Providing and laying controlled cement concrete M.200 and 6.88 Cum. 5882.11
curing complete including the cost of formwork but excluding
reinforcement for reinforced concrete work in (D) Columns,
Pillars posts and struts, upto floor two level. (more than 10 ton
71 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 9.14 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)
72 Providing and fixing 35mm thick factory made moulded door 29.55 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.
73 Providing 15mm thick cement plaster in single coat on Rough 430.30 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)
74 Providing 10mm thick cement plaster in single coat on 134.41 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.GF+FF
75 20 mm thick sand faced cement plaster with on wall upto all 315.15 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 etc.
76 Providing and laying broken chine mosaic flooring for terrace 60.93 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
77 Providing and fixing water closet squatting Pan (Indian type 3.00 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
78 Providing and fixing Urinal of approved quality inclding 1.00 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
79 Constructing brick masonry chamber for underground C.I. 1.00 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.
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
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
BOQ.pdf
building booklet.pdf
SBD.pdf
Download all tender documents and submit your bid