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Tender Value
₹35.9 L
EMD Value
₹36,000
Closing Date
8 Jun 2026, 6:00 pm3d left
Executive Engineer Panchayat R&B Division Amreli
Construction of Anganvadi - Nandghar (Frame structure) at Various Village of Lathi Taluka Pkg No.03, Ta.Lathi, Dist. Amreli
310131
Tender Notice No.3/2026-27, Sr.No.11
Open
Civil Works - Buildings
Amreli
6 documents required · 5 mandatory · 1 optional
₹1,500
Executive Engineer Panchayat R&B Division Amreli
₹36,000
31 May 2026
31 May 2026
31 May 2026
8 Jun 2026
31 May 2026
Name of Work :- Construction of Anganvadi - Nandghar (Frame structure) at Various Village of
Lathi Taluka Dist. Amreli (Package AMR/Anganvadi/Pac-03) (Damnagar-2,
Damnagar-3, Damnagar-16)
Bill of Quantities
Memorandum showing items of works to be carried out
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
1 119.100 Cum Excavation for foundation upto 1.50 157.16 Rupees One One
M.depth including sorting out Hundred Fifty Cubic
&stacking of useful materials i.e. Seven and Paise metre
dispositing the excavated stuff up to Sixteen only
all lead (a)Dense or Hard soil.
2 73.200 Cum Excavation for foundation upto 1.5 268.92 Rupees Two One
m depth including sorting out and Hundred Sixty Cubic
stacking of useful materials and Eight and Paise metre
disposing off the excavated stuff Ninety Two only
upto all lead.(C) Hard Murrum.
3 38.100 Cum Providing and laying cement 2927.46 Rupees Two One
concrete 1:4:8 (1 cement, 4sand,8 Thousand Nine Cubic
Crushed stone aggregates 40 Hundred Twenty metre
mm.Nominal size)and curing Seven and Paise
complete, excluding cost of
formwork in(a) Foundation and
4 84.900 Cum Brickwork using common burnt clay 4214.33 Rupees Four One
building brick shaving crushing Thousand Two Cubic
strength not less than 35 Kg/Sqcm. Hundred Fourteen metre
in foundation and plinth in cement and Paise Thirty
mortar 1:6(1 Cement ; 6 Fine sand)
Conventional bricks.
5 17.100 Cum Providing and laying ordinary 7193.40 Rupees Seven One
cement concrete1:1:2 Thousand One Cubic
(1cement,1sand, 2 gradedstone Hundred Ninety metre
aggregates 20 mm.Nominal size) Three and Paise
and finishing smooth with curing
etc. complete excluding cost of form
work and reinforcement for
reinforced cement concrete work in
in A) Foundations, footings, base of
columns and mass concrete
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
6 117.000 Cum Filling in foundation and plinth with 301.78 Rupees Three One
murrum or selected soil in layers of Hundred One and Cubic
20cm. thickness including watering, Paise Seventy metre
ramming and consolidating etc. Eight only
7 30.300 Cum Brickwork using common burnt clay 4496.05 Rupees Four One
building brick shaving crushing Thousand Four Cubic
strength not less than 35 Kg/Sqcm. Hundred Ninety metre
in super structure for all floors. in Six and Paise
cement mortar 1:6(1 Cement ;6 Fine
8 69.000 Sqm Half brick masonry in comon burnt 746.03 Rupees Seven One
clay building bricks having crushing Hundred Forty Six Squere
strength not less than 35Kg./Sq.Cm. and Paise Three metre
in cement mortar 1:3 (1 Cement : 3 only
coarse sand) with 2 nos of 6mm
mild steel round bars after every
three course embedded in cement
mortar in foundation and
plinth.Conventional
9 6.600 Cum Providing and laying ordinary 10839.25 Rupees Ten One
cement concrete1:1.5:3 (1cement, Thousand Eight Cubic
1.5sand, 3 graded stone aggregates Hundred Thirty metre
20 mm .Nominal size) and finishing Nine and Paise
Twenty Five only
smooth with curing etc. complete
including the cost of formwork but
excluding the cost of reinforcement
of R.C.C. work in Column (iii)
Having cross-sectional area more
than 0.085 Sq.M. and up to
10 0.900 Cum Providing & laying ordinary C.C. 8888.17 Rupees Eight One
1:1 1/2:3 ( 1 cement ,1 1/2 course Thousand Eight Cubic
sand, 3 graded stone agg. of 20 mm Hundred Eighty metre
nominal size )and for R.C.C. Eight and Paise
LINTELS incl. Finishing smooth
with curring of formwork but excl.
the cost of reinforcement.for above
floor upto Floor ALL level.
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
11 0.600 Cum Providing and laying cement 7207.30 Rupees Seven One
concrete1:1.5:3 (1cement, 1.5sand, Thousand Two Cubic
3 gradedstone aggregates20 Hundred Seven metre
mm.Nominal size) and curing and Paise Thirty
complete, including cost of
formwork in sill and sides (R.C.C.
band) but excluding the cost of
reinforcement upto floor all level
12 2.100 Cum Providing & laying cement concrete 7063.33 Rupees Seven One
1:11/2:3 (1 cement ,11/2 course Thousand Sixty Cubic
sand,3graded stone agg.of 20 mm Three and Paise metre
nominal size) for rein-forcement Thirty Three only
concrete CHHAJJAS not exceeding
10cm. thickness upto floor two level
incl. finishing the exposed surface
with C.M. 1:3 (1 cement ,3 fine
sand) to give a smooth and ever
surface, centering, formwork and
curring comp.Excl. the cost of
reinforcement. above plinth Upto
floor all level.
13 22.500 Cum Providing & laying C.C. 1:1/2:3 (1 8035.64 Rupees Eight One
cement ,1/2 course sand,3 graded Thousand Thirty Cubic
stone agg.of 20 mm nominal size) Five and Paise metre
and finishing smooth with curring Sixty Four only
etc. comp. incl. the cost of
formwork but excl. the cost of
reinforcement for R.C.C. work in.
(A) Beam :- Having cross sectional
Area 0.085 to 0.12 Sqm.upto floor
14 23.400 Cum Providing & laying ordinary cement 7258.19 Rupees Seven One
concrete1:11/2:3 (1 cement ,11/2 Thousand Two Cubic
course sand,3 graded stone agg.of Hundred Fifty metre
20 mm nominal size) exposed work Eight and Paise
with curring etc.comp. incl. the cost
of formwork but excluding the cost
of reinforce ment for R.C.C. work
in. SLAB :- having more then 10cm.
and end upto 13cm. thickness.upto
floor all level
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
15 7056.000 Kg Providing TMT Bar FE 500/500D 77.29 Rupees One
reinforcement for R.C.C. work Seventy Seven Kilogram
including bending, binding and and Paise Twenty
placing in position complete upto Eight only
floor all level
16 43.200 Sqm Providing fixing of Polished Marble 3205.70 Rupees Three One
Colour or Black frame for Doors & Thousand Two Squere
Windows, Platform including Hundred Five and metre
necessary holdfasts, holes for Paise Seventy
fixtures and fastenings incl. all
labour & materials etc. comp
17 6.900 Sqm Providing and fixing 35mm. Thick 3933.51 Rupees Three One
Panelled,glazed orPanelled and Thousand Nine Squere
glazed shutters for doors,windows Hundred Thirty metre
andclearstory windows including Three and Paise
anodised alluminiumbutt hinges
with necessary screws and Indian
TeakWood shutters with-(B)
Partical board panells.12mm. thick
including applying primer and two
coats of oil painting etc. complete
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
18 4.800 Sqm Providing and fixing 30mm thick FACTORY 2236.14 Rupees Two One
MADE SOLID BOTH SIDE PRELAM PANEL Thousand Two Squere
PVC DOOR SHUTTER consisting of frame
made out of M.S. tubes of 19 gauge thickness
Hundred Thirty metre
and size of 19mm x 19mm for stiles, top and Six and Paise
bottom rails. M.S. frame shall have a coat of steel Fourteen only
primer of approved makde and manufactures.
M.S frame covered with 5mm thick heat moulded
prelim PVC ‘C’ channel of siz 30mm thickness,
70 mm width of which 50mm shall be flat and
20mm shall be tapered in 45 degree Angle on
either side forming stiles, and 5mm thick, 95mm
wide pream PVC sheet out of which 75mm shall
be flat and 20mm shall be tapered in 45 degree
on the inner side ot form top and bottom rail and
115mm wide prelim PVc sheet out of which
75nmm shall be flat and 20mm shall be tapered
on both side to form lock rail, Top, bottom and
lock rails shall be provided either side of the
panel. 10mm (5mm x 2) thick 20mm wide cross
PVC sheet shall be provided as gap insert for top
rail and bottom rails. Panelling of 5mm thck both
side prelim PVC sheet to be fitted in the M.S.
frame welded,sealed to the stiles and rails with
7mm (5mm + 2 mm) thick x 15mm wide PVC
sheet beading on inner side, and joined togeth
with solvent cement adhesive. An additional
5mm thick PVC strip of 20mm width is to be
stuck on the interior side of the ‘C” chanel using
PVC solvent adhesive etc. complete as per
direction of Engineering in charge, manufacture’s
specification and rawing.
19 312.000 Sqm 20mm thick sand faced cement 342.41 Rupees Three One
plaster on wall up to height Hundred Forty Squere
10meters above ground level Two and Paise metre
consisting of 12mm thick backing Forty One only
coat of C.M. 1:3 (1 cement : 3 sand)
and 8mm thick finishing coat of
C.M. 1:1 (1 cement : 1 sand) etc.
20 477.000 Sqm Providing 10mm thick cement 145.65 Rupees One One
plaster in single coat on Hundred Forty Squere
brick/concrete walls for interior Five and Paise metre
plastering upto floor all level and Sixty Five only
finished even and smooth in
(i)Cement mortar 1:3 (1-cement:3-
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
21 122.400 Sqm Providing and laying 24" x 24" 1264.41 Rupees One One
vitrified 8MM thick tile flooring Thousand Two Squere
over 20MM (average) base of Hundred Sixty metre
cement mortar 1:6 (1- Cement : 6- Four and Paise
Coarse Sand) on new surface or
fixing on existing flooring by adhe-
sive material including
dismentalling of existing flooring
and jointed with colour cement
slurry including finished with flush
pointing and cleaning the surface
etc. complete. For Light shade
22 15.300 Sqm Providing and laying Ceramic tiles 992.15 Rupees Nine One
6mm thick in flooring treads of steps Hundred Ninety Squere
and landing laid on a bed of 12mm Two and Paise metre
thick cement mortar 1:3 (1cement : Fifteen only
3-coarse sand ) finishing with flush
pointing in white cement
23 116.700 Sqm Providing and layingCeramic tiles 1023.89 Rupees One One
6mm thick in skrting risers of steps Thousand Squere
and dedo on 10mm thick cement Twenty Three metre
plaster 1:3 (1-cement : 3coarse sand) and Paise Eighty
and jointed with white cement slurry
24 428.400 Sqm Applying two coats of Birla or 40.59 Rupees Forty One
Asian acrylic lapy ( putty) & two and Paise Fifty Squere
coats of primer of approved brand Nine only metre
and manufacture on new wall
surface to give an even shade
including thoroughly brushing the
surface free from mortar dropping
and other foreign matter and sand
25 342.300 Sqm Finishing wall with weather proof 120.26 Rupees One One
exterior emulsion paint on wall Hundred Twenty Squere
surface(two coats) to give an and Paise Twenty metre
required shape even shade after Six only
thoroughly brushing the surface to
remove all dirt, and remains of loose
powdered materials etc complete
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
26 429.000 Sqm Distempering (Two coats) with oil 75.68 Rupees One
bound distemper of approved brand Seventy Five and Squere
and manufacture and of required Paise Sixty Eight metre
shade on wall surface to give an only
even shade over and including a
priming coat with distemper primer
of approved brand and manufacture
after thoroughly brushing the
surface free from mortar dropping
and other foreign matter and also
including preparing the surface even
and papered smooth
27 3.000 No Providing and fixing C.I. Manhole
Rupees Nine One
cover 0.60 M. x 0.45M. Size having Hundred Fifty Number
weight not less than 35Kg. Eight and Paise
28 3.000 No Proving and fixing water closet 1436.33 Rupees One One
squatting pan (Indian type W.C.Pan) Thousand Four Number
size 580 mm. incl. 100mm. Size P Hundred Thirty
trap & Foot rest(Earthwork, bed Six and Paise
Thirty Three only
concrete,foot rests and trap to be
measured and paid for separately)
(A) Vitreous china (I) Long pattern
29 3.000 No Providing and fixing PVC SWR 586.27 Rupees Five One
Nahni trap IS 14735 for drain - 100 Hundred Eighty Number
mm diameter with jali of the Six and Paise
following nominal diameter of self Twenty Seven
cleansing design with C.I scread
down or hinged grating including
the cost of cutting and making good
30 9.000 Rm Proving and fixing cast iron spigot 892.39 Rupees Eight One
and socket soil, waste and Hundred Ninety Running
ventilating pipes of the following Two and Paise metre
nominal size.(C) 100 mm. Dia. Thirty Nine only
31 3.000 No Proving and fixing in position cowl 505.17 Rupees Five One
vent to pipes(C) 100 mm. Dia. Hundred Five and Number
Paise Seventeen
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
32 6.000 No Providing and fixing S.W. gully trap 1292.19 Rupees One One
with C.I. grating brick masonry Thousand Two Number
chamber and water tight C.I. cover Hundred Ninety
with frame of 300mm x 300mm size Two and Paise
(inside) with standard weight.(i)
Square mouth traps. (A) 100mm x
100mm size P type.
33 3.000 No Constructing brick masonry road 3504.02 Rupees Three One
gully chamber 450mm x 450mm x Thousand Five Number
775mm with vertical grating Hundred Four
complete With C.I. Manhole Cover and Paise Two
450x600 mm size
34 3.000 No Providing and fixing washbasin with 2380.56 Rupees Two One
single hole for pillar tap with C.I. or Thousand Three Number
M.S. brackets painted white Hundred Eighty
including sutting holes and making and Paise Fifty
good (A) Vitreous China:(ii) Flat
Back washbasin 550 mm x 400mm
size. (i) In white colour. with CP
brass couplin, padastal matching the
shade, waste pipe,rubber pipe etc
35 63.000 Rm Providing, laying and jointing in true 876.90 Rupees Eight One
line and level 110 diametre U.P.V.C Hundred Seventy Running
(Type B) conforming to IS 13592-1992 Six and Paise metre
with one end plain and other end Ninety only
socketed with rubber ring, & fittings
conforming to ISI 14735-1999 of
approved make for drainage system pipe
line, pipe shall be jointed with each
other with rubber lubricant, pipe shall
be fixed on wall using of PVC clamp of
the size 110 mm diametre x 149 mm
length x 145 mm heigh at every
mm center to center or shall be
concealed in walls as directed including
necessary fittings such as bends, shoes
etc. including testing of pipes and joints
and jointed with adhesive solvent
cement including cost of all materials.
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
36 15.000 Rm Providing laying and jointing in true line 834.38 Rupees Eight One
and level 160 mm dia. U.P.V.C. SWR Hundred Thirty Running
Type B pipe conforming to IS 13592- Four and Paise metre
1992 with one end plain and other end Thirty Eight only
socketed with rubbering & fitting
conforming to ISI 14735-1999 of
approved make for drainage system pipe
line, pipe shall be jointed with each
other with rubber lubricant.Pipe shall be
fixed on the wall using of PVC clamp
of the size 110 mm dia X 149 mm
length X 145 mm high at every
mm center to center or shall be
concealed in wall as directed including
necessary fittings such as bends, shoes
etc. including testing of pipe and joints
and jointed with adhesive solvent
cement, including cost of all materials.
37 30.000 Rm Providing and fixing concealed 338.24 Rupees Three One
center point to wall ceiling & floor Hundred Thirty Running
CPVC (SDR 13.5) PIPE having Eight and Paise metre
National Sanitation Foundation Twenty Four only
(NSF) seal for potable water of
following dia. nominal bore tube
fittings and clamps including
making good the wall, ceiling and
floor etc. complete. [D] 32mm.
38 60.000 Rm Providing and fixing concealed 208.80 Rupees Two One
center point to wall ceiling & floor Hundred Eight Running
CPVC (SDR 13.5) PIPE having and Paise Eighty metre
National Sanitation Foundation only
(NSF) seal for potable water of
following dia. nominal bore tube
fittings and clamps including
making good the wall, ceiling and
floor etc. complete. [B] 20mm.
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
39 9.000 No Proving and fixing screw down bib 186.83 Rupees One One
taps of following size.(A) Brass Hundred Eighty Number
screw downbib tap polished bright. Six and Paise
(I) 15 mm. Dia. Eighty Three only
40 3.000 No Proving sock pit of 5.0 Cumt. 3457.27 Rupees Three One
Volume including excavating and Thousand Four Number
filling brick bats with dry masonary Hundred Fifty
work at top for 45 cm. Height Seven and Paise
including covering the top with
stone including providing vatas in
c.m. 1;3 with finishing,curing etc.
complete as directed.
41 3000.000 Lit Providing and Fixing double coated 3.95 Rupees Three One Litre
Syntex or Equivalent PVC ( ISI) and Paise Ninety
mark water tank of required capacity Five only
each with all necessary fittings and
connection etc. comp on terrace or
as directed by Engineer - in- charge.
42 3.000 No Providing & Constructing filter 10576.72 Rupees Ten One
Chamber of size 1.76 x 1.21 x 1.20 Thousand Five Number
mt. Including connecting rain water Hundred Seventy
pipes as per detail drawing or as Six and Paise
Seventy Two only
directed by engineer incharge.
43 3.000 No Providing and Constructing 20693.89 Rupees Twenty One
Percolation Sockwell of 1.54 mt Thousand Six Number
internal clear diameter and 3.50 Mt Hundred Ninety
depth including brick masonary in Three and Paise
Eighty Nine only
C.M 1:6.,R.C.C. Top slab of 10 cm
thick.filling witth gravel
etc.complete as per detail drawing
or as directed by engineer in charge.
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
44 153.000 Sqm Providing and laying broken 779.70 Rupees Seven One
china mosaic flooring for Hundred Seventy Squere
terrace using 12 mm to 20 mm Nine and Paise metre
broken pieces of glazed tiles to be Seventy only
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.
45 19.500 Sqm Pro. /Fix. with windows with 3930.67 Rupees Three One
40x40x5mm. Iron angle & frame Thousand Nine Squere
30x30x4 mm size in Double Shutter Hundred Thirty metre
with B.G. 20 Gauge Sheet plates and Paise Sixty
with , Hold fasts ,Iron hinges
handles,stopper ,and locking
arrangement etc. comp. Steel welded
is built up section cutting hoisiting
finishing in two coats of oil painting
over coat of primer coat etc. comp.
46 3.000 No Providing, Painting, Lettering " 2020.00 Rupees Two One
Nandghar" Logo board as per design Thousand Number
specified and providing two Twenty and Paise
photograph copies -4 of each in
postcard size of the completed work
as directed 23cm.x45cm.
47 3.000 No Providing, Painting, Lettering, of 20200.00 Rupees Twenty One
Soft-boards, blackboards, Storage Thousand Two Number
areas as per drawing including all Hundred and
per direction of Engineer in charge
48 3.000 No Providing, Painting, Lettering Mic. 6060.00 Rupees Six One
Play / Activities and out door Thousand Sixty Number
installations & Notice Board as per and Paise Zero
drawing including all material & only
taxes etc. complete as per direction
of Engineer in charge
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
49 384.000 Kg Providing and fixing M.S. Grills of 172.41 Rupees One One
required pattern to frames of Pipe / Hundred Seventy Kilogram
Angles etc.including Priming coat of Two and Paise
approved primer and Two coats of Forty One only
Oil painting etc. complete (A) Plain
50 30.000 Point Point wiring for Light / Bell with 2- 465.61 Rupees Four One
1.5 sq.mm & earth wire of 1.5 Hundred Sixty Point
sq.mm (Green) both are of ISI Five and Paise
marked 1.1 KV grade FRLS PVC Sixty One only
insulated multi strand copper wires
up to 10 mtr length , in below type
of pipe erected with 6A Modular
type switch / bell push &
accessories and earth continuity of
following type, erected on PVC /
Metallic/Wooden box, single
mounting base frame covered with
textured/metallic/white front plate
modules erected on / in wall /
ceiling as per pipe erected, with
necessary Lamp holder/ceiling rose /
H.D.Connector as directed. (f) with
medium class Rigid PVC pipe and
accessories erected concealed in
wall/ceiling complete Cat- II
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
51 9.000 Point Point wiring for FAN with 2-1.5 654.48 Rupees Six One
sq.mm & earth wire of 1.5 sq.mm Hundred Fifty Point
(Green) both are of .ISI marked 1.1 Four and Paise
KV Grade FRLS PVC insulated Forty Eight only
multi strand copper wires up to
mtr length, in below type of pipe
erected with 6A Modular type
switch and hum free EME step type
electronic fan regulator mounted
and accessories with earth
continuity of following type erected
on PVC / Metallic/Wooden box,
single mounting base frame covered
with textured/metallic/white front
plate modules erected on / in wall /
ceiling as per pipe erected. with
necessary ceiling rose /
H.D.Connector as directed. (f) with
medium class Rigid PVC pipe and
accessories erected concealed in
wall/ceiling completeCat- II
52 6.000 Point Point wiring for on board Looped 236.34 Rupees Two One
Plug with 6A Modular type switch Hundred Thirty Point
& 5 pin socket erected on PVC / Six and Paise
Metallic/Wooden box, single Thirty Four only
mounting base frame covered with
textured / metallic/white front plate
modules erected on / in wall /
ceiling with following type
accessories Cat- II
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
53 6.000 Point Point wiring for Individual Plug 493.89 Rupees Four One
with & earth wire of 1.5 sq.mm Hundred Ninety Point
(Green) both are of ISI marked 1.1 Three and Paise
KV grade FRLS PVC insulated Eighty Nine only
multi strand copper wires up to
mtr length, in below type of pipe
erected complete with Modular type
switch & 5 pin Plug erected on
PVC / Metallic/Wooden box
covered with appropriate front plate
modules erected on / in wall /
ceiling as per pipe erected with
following type of accessories. [I]
For 6A Plug and 6 a switch with 2-
1.5 sq.mm Cu. Wire from nearby
switchboard/mcb db board (f) with
medium class Rigid PVC pipe and
accessories erected concealed in
wall/ceiling complete - Cat_II
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
54 24.000 No supplying and erecting LED indoor 238.36 Rupees Two One
fittings with LEDs of wattage 0.2 Watt Hundred Thirty Number
to 0.5 Watt assembled on single Eight and Paise
MCPCB, with housing used as a heat Thirty Six only
sink shall be made of thick sheet Steel
conforming to IS: 513/CRCA/
aluminium die cast powder coated and
high U.V. & corrosion resistance with
diffuser with company mark/name 160V
to 270V, Power Factor more than 0.95,
THD < 15%, CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80
Certificates)(NOTE: Below description
have shown ranges of Wattage capacity
of LED fittings.The Engineer incharge
may select any wattage capacity
between the ranges shown.) (A) Tube
Light with integral driver (iii) 18-20
Watts, Surge - 2KV,IP-20, conventional
55 3.000 No providing and erecting Miniature 91.91 Rupees One
circuit breaker single pole 6A to Ninety One and Number
25A suitable to operate on 240 V Paise Ninety One
A.C. system and having breaking only
capacity 10 KA to be erected in
existing box. confirming to IS
8828/1996 with ISI Mark Cat-ll
56 3.000 No Providing & erecting 240 V MCB 278.76 Rupees Two One
double pole switch for lighting Load Hundred Seventy Number
(B Curve) having 10 KA breaking Eight and Paise
capacity & confirms to IS : 8828 in Seventy Six only
existing box having following
capacity (A) 6 to 32 Amp. - Cat-III
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
57 3.000 No Providing and erecting Sheet Steel 1492.78 Rupees One One
powder coated MCB distribution Thousand Four Number
board - flush / surface mounted Hundred Ninety
fitted with busbar, neutral link, earth Two and Paise
bar and DIN rail, Conforms to IS
without MCB to house appropriate
nos. of MCBs.(The DBs should be
used of same company of MCB to
be used) suitable for (A) single
phase incoming and horizontal
single phase outgoing (b) sheet steel
double door (IP-43) (iv) 12 Way
58 6.000 No Providing and erecting Approved 1596.81 Rupees One One
make Ceiling fan with double ball Thousand Five Number
bearing ISI mark with condenser Hundred Ninety
A.C. 23OV.50 c/s.1200 mm. sweep Six and Paise
Eighty One only
complete, canopy erected on
existing hook or clamp with
59 6.000 No Providing and Erecting following 219.17 Rupees Two One
Shock Proof Tissino Type Hundred Ninteen Number
accessories erected on 3 mm thick and Paise
PC (Polycarbonate) Sheet in PVC / Seventeen only
Metal Box erected on Wall /
Ceiling. (14) Electronic Hum Free
EME Socket Type Step Fan
60 3.000 No Supplying Erecting Aproved make 2105.85 Rupees Two One
Bracket Fan of ISI Mark with 230 Thousand One Number
Volt A.C., 50 Cy/S 400/450 mm Hundred Five and
Sweep complete on Wall or With Paise Eighty Five
lead cores and connections
complete. (Make shall be Approved
by Engineer in Charge)Category II.
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
61 3.000 No Providing and erecting Pipe type 994.85 Rupees Nine One
earthing with 40 mm dia 2.5 mtr Hundred Ninety Number
long 'B' grade G.I. pipe with Four and Paise
necessary coupling buch buried in Eighty Five only
specially prepared earth pit & G.I.
earth wire of 8 SWG erected &
connected as directed. For using salt
and charcoal / coke as required for
pipe type earthing.
62 105.000 Rm Mains with 1.1 KV FRLS PVC 62.62 Rupees Sixty One
insulated ISI Marked Standard Two and Paise Running
Copper Conductor wire in following Sixty Two only metre
Type of Pipe to be erected
Concealed in / Flushed on Wall /
Ceiling with 1.5 Sq.mm Copper
Conductor FRLS PVC Insulated
Standered wire of Green Colour for
Earth continuity of following size.
(A) With Medium Class Rigid PVC
Pipe and Accessories. (a) 2 wire
63 3.000 No Supplying & erecting approved 4819.72 Rupees Four One
make self-priming domestic Thousand Eight Number
monoblock water pump with 0.5 Hundred Ninteen
H.P. motor, suitable for operation on and Paise Seventy
230 volts 50 c/s. AC supply with
metallic flange, delivery and
discharge of 32 LPM at
mtrs.head. Cat. II
64 3.000 No Providing and fixing 600mm x 859.41 Rupees Eight One
450mm bevelled edge mirrror of Hundred Fifty Number
superior glass mounted on 6mm Nine and Paise
thick A.C. sheet or plywood sheet Forty One only
and fixing to wooden pluge with
C.P. brass screws and washers.
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
65 90.000 Sqm Providing and fixing pre-cast 706.93 Rupees Seven One
Rubber Dye / steel Dye inter locking Hundred Six and Squere
concrete block 60mm thick with Paise Ninety metre
grade of concrete M300 pnumatic Three only
compressed / vibrated mechanically
and as per approved design
Confirming to IS 15658 :
including 35 mm Sand layer for
levelling and filling the joint with
sand in proper line and level as per
guidlines of IRC : SP 63-2018 etc.
66 3.000 No Supplying and Fixing 32 Inch & 10100.00 Rupees Ten One
Display Resolution 1280 x 720 Thousand One Number
L.E.D. TV complete as per direction Hundred and
67 3.000 No Supplying and Fixing Storage Type 15150.00 Rupees Fifteen One
Water Cooler With Storage Thousand One Number
Capacity 15 Liter complete as per Hundred Fifty
direction of Engineer in charge and Paise Zero
68 3.000 No Providing and Fixing SS 304 6060.00 Rupees Six One
Foldable Checking bed having size Thousand Sixty Number
1.50 X 0.60 X 0.75 mm including and Paise Zero
using of 25mm dia pipe, SS 2mm only
thick, matter of 25.4 (1") of
density, cover with regine cloth of
approved quality etc completed as
directed by Engineer incharge.
69 3.000 No Providing and Placing IT wood 15150.00 Rupees Fifteen One
writing table having size 1.50 X Thousand One Number
0.75 X 0.75 mt with one side drawer Hundred Fifty
with using of 19mm thick WP wood, and Paise Zero
top cover with 1 mm thick wood
type Formica including using of all
necessary material & labour etc
completed as directed by Engineer
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
70 20.250 Rm Providing and fixing Fabric cloth 858.50 Rupees Eight One
Curtain having length 1.8 mtr for Hundred Fifty Running
covering of checking area including Eight and Paise metre
using of alluminum sliding channel Fifty only
etc complete as directed by Engineer
71 60.000 No Providing and Fixing of SS 304 252.50 Rupees Two One
Hanger for bag including using all Hundred Fifty Number
necessary materials like SS rail, Two and Paise
screw etc completed as directed by Fifty only
Engineer lncharge.
72 3.000 No Providing and Fixing pin cushion 606.00 Rupees Six One
display board having size 1.20 X Hundred Six and Number
alluminum section frame, 18mm
thick WB plywood, nevy blue
Cushion cloth pin etc completed as
directed by Engineer lncharge.
73 6.960 Sqm Providing and fixing PVC modular 7575.00 Rupees Seven One
kitchen cabinet consisting of base Thousand Five Squere
and wall units, made from high Hundred Seventy metre
quality rigid PVC boards (minimum Five and Paise
15-18 mm thick), including shutters,
shelves, drawers, SS hinges,
telescopic channels, handles,
magnetic locks, necessary fittings,
cutting, fixing, complete as per
design and direction of Engineer
74 145.800 Kg Providing and fixing foldable MS 110.77 Rupees One One
ladder having 0.90mt wide & 3.60mt Hundred Ten and Kilogram
long including rod hinge Paise Seventy
arrangement at middle with ladder Seven only
including one coat of red oxide &
two coats of oil paint etc completed
as directed by Engineer incharge.
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
75 3.000 No Providing and fixing of hook of 303.00 Rupees Three One
10mm or 12mm dia including Hundred Three Number
drilling hole, fixing of male- female and Paise Zero
thrade fastner sealing the same with only
appoxy compound, finishing the
same etc complete as directed by
Engineer lncharge.
76 3.000 No Providing and fixing medical device 1414.00 Rupees One One
& equipment standio meter height Thousand Four Number
measuring scale 2.10mt long Hundred Fourteen
including fixing in wall with using and Paise Zero
of all heavy SS screw, rail etc
complete as directed by Engineer
77 6.000 No Providing and supplying standard 1010.00 Rupees One One
PVC (Polyvinyl chloride) Chair Thousand Ten Number
with handle of approved design and and Paise Zero
make as directed byEngineer only
78 6.000 No Providing and supplying standard 606.00 Rupees Six One
PVC (Polyvinyl chloride) Chair Hundred Six and Number
make as directed by Engineer
79 3.000 No Providing & fixing ABC type fire 1515.00 Rupees One One
extinguisher 4 kg ISI marked Thousand Five Number
complete Hundred Fifteen
Dismentled Material Credit Rs.
will be deducted from 1 St R.A.
Rupees Thirty Five Lakh Eighty Five Thousand Five Hundred Ninety One and Paise Total Rs.
Thirty Nine only
I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent (
Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \
Our tender works put as under.
* Estimated Amount * Estimated Amount
Item Quanties Item of work Estimated Unit Total amount
Item Quanties Item of work Estimated Unit Total amount
No. Estimated Rates according to
but may be estimated
more or quantieis.
In Figure In Words.
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
In words………………….……………… In words………………….………………
1.The Contractor shall exhibit a board with detailed specification and details of work as directed by
the Engineer-In-Charge for which no extra payment shall be made.
2.The labour cess 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 there is a 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.
Signature of Contractor
Deputy Executive Engineer Executive Engineer
Panchayat R.& B. Sub Division ( D P ) Road & Building Division
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Performance Bond and Bitumen date.pdf
0.00 Circular Building All.pdf
0.4 Tender Details No.03.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Specification.pdf
0.5 Test schedule.pdf
0.6 DRG Anganvadi (Nandghar) Frame Amreli.pdf
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