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Tender Value
₹12.4 L
EMD Value
₹13,000
Closing Date
4 Jul 2026, 6:00 pm7d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat R&B Division Mehsana
Construction of New Anganvadi Building at Village: Jotana-104, Ta-Jotana, Dist-Mehsana
317580
06 of 2026-2027 SN.8 Jotana
Open
Civil - All
Mehsana
5 documents required · 5 mandatory
₹900
Executive Engineer, Panchayat R&B Division, Mehsana
₹13,000
25 Jun 2026
25 Jun 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
Construction of New Anganvadi Building at Village: Jotana-104, Ta-Jotana, Dist-Mehsana
QUANTITY STATEMENT
It. Quantities Tender rate
Item of Work Unit
No. Estimated estimated
In Figure In words
1 91.50 Excavation for foundation upto 1.5 m depth 212.52 Rupees Two Cum
including sorting out and stacking of useful Hundred Twelve
materials and disposing off the excavated stuff and Paise Fifty Two
upto 50 Meter lead.(A) Loose or soft soil
2 60.30 Filling available excavated earth (excluding 136.92 Rupees One Cum
rock) in trenches. plinth, sides of foundations Hundred Thirty Six
etc. in layers not exceeding 20 cm. in depth and Paise Ninety
consolidating each deposited layer by
ramming and watering.
3 66.30 Anti-Termite System:Providing and laying of 63.63 Rupees Sixty Three Sqm
permanent piping technology anti-termite and Paise Sixty
treatment before flooring work by installing Three Only
LLDP (Low linear density polyethylene) tube of
8 mm O.D. & 6.4 mm 1.D. with inbuilt pressure
compensation chip every 30 cm interval in the
tube, having working pressure of 2 Kg/cm2 and
release rate of 1.9 Itr/hour fixed by P-clips and
nails. The LLDP pipe shall be installed at the
entire periphery of the building and at internal
network of building at a depth of 20 to 200 mm
under floor at every 2 to 3 mtr. c/c distance
(adjusted as per building layout ) & Ends of
loop pass through a PVC elbow of minimum
mm ID at junction box of wall and floor level,
entering into a steel reinforced grooved flexible
pipe of minimum 22 mm ID leading into
junction box and the loops shall terminate in
junction boxes & test every junction during
injecting chemicals for termite control
treatment. The anti termite chemical
Imidacloprid 30.5% SC mix as per IS-6313
(part III) shall be injected by the pressure
pump diluted with water @ 10.5 ml/5 ltr of
water at the rate of 2 Kg/sq.cm @ 5 Ltr/SMT.
The contractor shall submit approved line plan
4 9.70 Filling in plinth with sand under floors 399.94 Rupees Three Cum
including watering ramming, consolidating and Hundred Ninety
dressing complete Nine and Paise
Ninety Four Only
5 27.30 Brick work using common burnt clay building 3424.52 Rupees Three Cum
bricks having crushing strength not less than Thousand Four
35 kg./Sq.Cm. in foundation and plinth in Hundred Twenty
Four and Paise Fifty
Cement Mortar 1:6 (1- Cement : 6 -fine
sand)(B) Conventional
6 26.50 Brick work using common burnt clay building 3706.17 Rupees Three Cum
bricks having crushing strength not less than Thousand Seven
35 kg./Sq.Cm. in Superstructure in Cement Hundred Six and
Paise Seventeen
Mortar 1:6 (1- Cement : 6 -fine sand)(B)
7 23.70 Half brick masonry in common brunt clay 590.24 Rupees Five Sqm
building bricks having crushing strength not Hundred Ninety
less than 35 Kg/Sq.Cm. in Cement mortar 1:4 and Paise Twenty
(1- Cement : 4 -coarse sand ) in Superstructure
(B) Conventional
8 10.30 Providing and laying cement concrete 1:4:8 (1 2748.80 Rupees Two Cum
cement : 4 coarse sand : 8 B.T. machine Thousand Seven
crushed stone aggregates 40 mm nominal Hundred Forty Eight
and Paise Eighty
size) and curing etc. complete excluding cost
of form work in foundation and plinth.
9 11.60 Providing and laying cement concret 1:1.5:3 (1 4662.34 Rupees Four Cum
Cement : 1.5 coase sand : 3 graded stone Thousand Six
aggregrate 20mm nominal size) and curing Hundred Sixty Two
and Paise Thirty
complete including cost of formwork in (A)
Wall Caps / Coping
10 1.70 Providing and laying ordinary cement 10589.44 Rupees Ten Cum
concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Five
: 3 graded stone aggregates 20mm nominal Hundred Eighty
size) for R.C.C. Lintel including finishing
Forty Four Only
smooth with curring etc. complete including
the cost of fromwork but excluding the cost of
11 0.30 Providing and laying ordinary cement concrete 5537.74 Rupees Five Cum
1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded Thousand Five
stone aggregates 20mm nominal size) and Hundred Thirty
Seven and Paise
curing of concrete complete, including the
Seventy Four Only
cost of form work but excluding the cost of
reinforcement for R.C.C. work in (A)
Foundations, footings, base of columns and
mass concrete upto Plinth.
12 0.16 Providing and laying ordinary cement 11028.20 Rupees Eleven Cum
concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Twenty
: 3 graded stone aggregates 20mm nominal Eight and Paise
size) and finishing smooth with curring etc.
complete including the cost of fromwork but
exculding the cost of Reinforcement for R.C.C.
work in Column (ii) Having corss-sectional
area more than 0.08 sq. m. and up to
13 0.49 Providing and laying cement concrete work 6845.18 Rupees Six Cum
1:1.5: 3 (1cement : 1.5 coarse sand : 3 graded Thousand Eight
stone aggegates 20 m.m. nominal size) for Hundred Forty Five
and Paise Eighteen
reinforced concrete CHHAJJAS not excedding
10 cm.Thickness upto floor two level inckuding
finishing the exposed Surfaces with cement
mortar 1:3 (1cement : 3 fine sand ) to give a
smooth surface, centering curing
complete.excluding cost of form work and
curing complete excluding cost of
14 7.80 Providing and laying ordinary cement 7258.19 Rupees Seven Cum
concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Two
: 3 graded stone aggregates 20mm nominal Hundred Fifty Eight
and Paise Nineteen
size) and finishing smooth with curring etc.
complete including the cost of fromwork but
exculding the cost of Reinforcement for R.C.C.
work in (iii) Slabs havings more than 10 cm and
up to 13 cm thickness
15 3.40 Providing and laying ordinary cement 8035.64 Rupees Eight Cum
concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Thirty
: 3 graded stone aggregates 20mm nominal Five and Paise Sixty
size) and finishing smooth with curring etc.
complete including the cost of fromwork but
exculding the cost of Reinforcement for R.C.C.
work in Beam (ii) Having corss-sectional area
more than 0.08 sq. m. and up to 0.12 sq.m.
16 2772.30 Providing TMT Bar FE 500D reinforcement for 77.29 Rupees Seventy kg
R.C.C. work including bending, binding and Seven and Paise
placing in position complete upto floor two Twenty Nine Only
17 12.50 Providing and fixing both sides polished 615.04 Rupees Six Hundred Sqm
machine cut kota stone shelves / partition of Fifteen and Paise
single piece (maximum 150 cm) 25 mm thick Four Only
embedded into wall with groove in cement
mortar 1:2 (1 cement : 2 fine sand), including
racking and finishing smooth the surface,
including joined with grey cement, rubbing,
cutting the stone as and where required etc.
18 3.80 Constructing a Sandwich type cooking 5436.59 Rupees Five Sqm
platform of 60 cm width and 70 cm height Thousand Four
resting with Granite polished stone top and Hundred Thirty Six
and Paise Fifty Nine
100 mm height faces in exposed faces with
mm thick of polished Granite stone of
approved colour and quality on 25 mm x 2 No
polished Kota stone sandwich supports,
polished kota stone shelves and fixing stone
using cement mortar 1:2 (1 cement : 2 fine
sand) for sandwich and fitting at bottom &
edges with water proof rigid adhesives,
including mocking necessary grooves in walls,
polishing and making edges etc. complete as
directed by Engineer-in-charge. (Only top clear
area of platform shall be measured and paid
19 1.00 Providing and fixing Stainless steel kitchen sink 1173.78 Rupees One Each
Glossy ASIS 304 grade and 1 mm thick with Thousand One
over all size 510 x 432 x 33 and bowl size 455 x Hundred Seventy
Three and Paise
368 x 190 mm of approved brand as directed
Seventy Eight Only
by Engineer-in-charge with all fittings like C.I.
or M.S. brackets painted white / or fixing on
stone base, including cutting holes and making
good the same, 32 mm dia Brass waste and
M.I. fisher union fitting, including all necessary
fittings etc. complete.
20 163.30 Providing 15mm thick cement plaster in single 165.31 Rupees One Sqm
coat on Rough (Similar)side of single or half Hundred Sixty Five
brick walls for interior plastering upto floor two and Paise Thirty
level and finished even and smooth in (ii)
Cement mortar 1:4 (1-cement :4-sand)
21 64.85 Providing 10mm thick cement plaster in single 138.70 Rupees One Sqm
coat on brick/concrete walls for interior Hundred Thirty
plastering upto floor two level and finished Eight and Paise
even and smooth in (i)Cement mortar 1:3 (1-
22 111.90 20mm thick sand faced cement plaster on 321.10 Rupees Three Sqm
walls upto height 10 metres above ground level Hundred Twenty
consisting of 12mm thick backing coat of C.M. One and Paise Ten
1:3 (1-cement : 3-sand) and 8mm thick
finishing coat of C.M. 1:1 (1-cement : 1-sand)
23 9.00 P & L 24" x 24" vitrified 8 mm thick tile flooring 1467.72 Rupees One Sqm
over 20 mm (average) base of cement mortar Thousand Four
1:6 ( 1 cement: 6 coarse sand) on new surface Hundred Sixty
Seven and Paise
or fixing on existing flooring by adhesive
Seventy Two Only
material including dismentaling of existing
flooring and jointed with color cement slurry
including finised with flush pointing & cleaning
the surface etc. complete for antiskit
24 61.80 P & L 24" x 24" vitrified 8 mm thick tile flooring 1436.76 Rupees One Sqm
over 20 mm (average) base of cement mortar Thousand Four
1:6 ( 1 cement: 6 coarse sand) on new surface Hundred Thirty Six
and Paise Seventy
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 (Full
25 14.65 Providing and laying Ceramic tiles 6mm thick 1090.32 Rupees One Sqm
in skrting risers of steps and dedo on 10mm Thousand Ninety
thick cement plaster 1:3 (1-cement : 3-coarse and Paise Thirty Two
sand) and jointed with white cement slurry
26 5.80 Providing and laying Ceramic tiles 6mm thick 994.37 Rupees Nine Sqm
in flooring treads of steps and landing laid on a Hundred Ninety
bed of 12mm thick cement mortar 1:3 (1- Four and Paise
Thirty Seven Only
cement : 3-coarse sand ) finishing with flush
pointing in white cement.
27 56.80 Providing and laying broken chine mosaic 779.70 Rupees Seven Sqm
flooring for terrace using 12 mm to 20 mm Hundred Seventy
broken pieces of glazed tiles to be laid over Nine and Paise
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.
28 213.15 Applying two coats of putty & two coats of 123.56 Rupees One Sqm
primer and Wall painting (two coats) with Hundred Twenty
plastic emulsion paint of approved brand and Three and Paise
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 papered smooth.
29 66.25 Extra over item painting with plastic emulsion 5.49 Rupees Five and Sqm
paint of approved brand on ceilings and Paise Forty Nine
sloping roofs. Only
30 46.00 Providing & making educational Bala concept 669.13 Rupees Six Hundred Sqm
drawings on walls painting (fruits, animals, Sixty Nine and Paise
alphabets, activity scenes etc.) as per Thirteen Only
approved design including all materials,
colours, artist labour complete as per the
instruction of Engineer in charge
31 111.90 Finishing wall with weather proof exterior 73.75 Rupees Seventy Sqm
emulsion paint on wall surface (two coats) to Three and Paise
give an required even shade after thoroughly Seventy Five Only
brushing the surface to remove all dirt, and
remains of loose powdered materials etc
32 1.00 Constructing Septic tank of size 2.5 x 2 x 1.5 m 20846.70 Rupees Twenty Each
Including Excavation,B.B.C.C. 1:5:10, with Thousand Eight
brick masonarry wall in C;M 1:6 finished with Hundred Forty Six
and Paise Seventy
Cement plaster in C;M; 1:3 incl. partition with
half brick masonary.Etc complete.
33 1.00 Providing Sock well of inside Dimension 3.00 37253.17 Rupees Thirty Seven Each
mt. Deep & 2.00 mt. Dia. Incl. Excavation, Thousand Two
honey comb masonary work in C.M. 1:6 incl. Hundred Fifty Three
Covering the top with slab and providing
mainhole cover incl. Providing vatas and curing
etc. complete..
34 1.00 Providing and fixing water closet squatting pan 1493.87 Rupees One Each
(Indian type W.C. pan) size 580 mm (Including Thousand Four
'P' or 'S' trap, foot rests and excluding Hundred Ninety
Three and Paise
earthwork, bed concrete) Including providing
Eighty Seven Only
and fixing 100 mm size “P” or “S” trap for
water closet squatting pan including jointing
the trap with the pan and soil in cement mortar
1:1 (1 cement : 1 coarse sand) including P & F
in cement mortar 1:3 (1 cement : 3 coarse
sand) A pair of white vitreous china 250 mm x
130 mm x 30 mm foot rest for long pattern
squatting pan water closet, including P & F G.I.
inlet connection for flush pipe with W.C. pan
(A) Vitreous china - (i) Long pattern-white
35 1.00 Providing and fixing Wash basin with single 2180.72 Rupees Two Each
hole for pillar tape with C.I. or M.S. brackets Thousand One
painted white including cutting holes and Hundred Eighty and
Paise Seventy Two
making good the same but excluding fittings.
(A) vitreous china : (ii) Flat back wash basin
550 mm x 400 mm size, (i) in white colour,
including fixing 32 mm dia C.P. Brass waste
pipe, 32 mm dia M. I. Fisher union, 15 mm dia
stop tap and 15 mm dia capstan head pillar
tap, screw down high pressure with screws
shanks and back nuts & inlet & outlet
connections for wash basin etc. complete.
36 1.00 Constructing brick masonry chamber for 2932.93 Rupees Two Each
underground C.I. Inspection chamber and Thousand Nine
bends with bricks having crushing strength not Hundred Thirty Two
and Paise Ninety
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
37 1.00 Providing and fixing S.W. gully trap with C.I. 1246.92 Rupees One Each
grating brick masonry chamber and water tight Thousand Two
C.I. cover with frame of 300mm x 300mm size Hundred Forty Six
and Paise Ninety
(inside) with standard weight.(i) Square mouth
traps.(B) 150mm x 100mm size P or R type
38 1.00 Providing and fixing PVC SWR Nahni trap IS 586.60 Rupees Five Each
14735 for drain - 100 mm diameter with jali of Hundred Eighty Six
the following nominal diameter of self and Paise Sixty
cleansing design with C.I scread down or
hinged grating including the cost of cutting and
making good the walls
39 1.00 Providing and fixing C.P. brass towel rail 616.42 Rupees Six Hundred Each
comlete with C.P. brass brackets fixed to Sixteen and Paise
wooden plugs with C.P. brass scews.(B) Forty Two Only
600mm x 20mm size.
40 25.00 Providing laying and jointing in true line and 72.65 Rupees Seventy Rmt
level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for Two and Paise Sixty
cold water including fittings as approved by Five Only
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every two metre
C/C or shall be concealed as directed
including necessary fittings etc. including
testing of pipe and joints and fixing the same
with adhesive solvent, including cost of all
41 25.00 Providing laying and jointing in true line and 91.84 Rupees Ninety One Rmt
level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for and Paise Eighty
cold water including fittings as approved by Four Only
Engineer In Charge. Pipe shall be fixed on the
wall with the help of clamp at every two metre
C/C or shall be concealed as directed
including necessary fittings etc. including
testing of pipe and joints and fixing the same
with adhesive solvent, including cost of all
42 10.00 Providing and fixing to wall ceiling and floor 280.23 Rupees Two Rmt
10.0 Kg. F/Cm2 working pressure polythene Hundred Eighty and
pipes of the following outside Dia. Low Paise Twenty Three
densidy, complete with special falnge
compression type fittings, wall clipsetc.
including making good the wall ceiling and
43 25.00 Providing and fixing to wall ceiling and floor 339.05 Rupees Three Rmt
10.0 Kg. F/Cm2 working pressure poluthene Hundred Thirty Nine
pipes of the following outside Dia. Low and Paise Five Only
densidy, complete with special falnge
compression type fittings, wall clipsetc.
including making good the wall ceiling and
floor.(G)110 mm
44 10.00 Providing, laying and jointing in true line and 876.11 Rupees Eight Rmt
level 110 diametre U.P.V.C (Type B) Hundred Seventy
conforming to IS 13592-1992 with one end Six and Paise
plain and other end 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 2000 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.
45 1.00 Providing and fixing in position cowel vent to 393.04 Rupees Three Each
pipes.(B) 75mm dia. Hundred Ninety
Three and Paise
46 1.00 Providing and fixing Gun metal check or non- 420.63 Rupees Four Each
return fullway wheel valve.(C) 25mm dia. Hundred Twenty
and Paise Sixty
47 1.00 Providing and fixing Gun metal check or non- 186.83 Rupees One Each
return fullway wheel valve.(A) 15mm dia. Hundred Eighty Six
and Paise Eighty
48 3.00 Providing and fixing screw down bib taps of 186.83 Rupees One Each
following size.(B) Brass chromium plated Hundred Eighty Six
screws down Bib Tap. (i) 15mm dia. and Paise Eighty
49 1.00 Providing and fixing ball cock of approved. 132.89 Rupees One Each
quality as directed.(A) Copper Metal (i) 25mm Hundred Thirty Two
dia. and Paise Eighty
50 1000.00 Providing erecting and fixing double coated ISI 3.95 Rupees Three and Litre
water tank of required capacity each with all Paise Ninety Five
necessary fittings and connection etc. Only
complete on terrace
51 6.20 Providing and fixing window having extruded 1713.70 Rupees One Sqm
aluminum colour anodized section frame main Thousand Seven
outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Hundred Thirteen
and Paise Seventy
Kg / Rmt, horizontal two track member size
0.695 Kg/mt, vertical member of size
Kg/mt with sliding shutters of horizontal
member size 40mm x 18mm x 1.29mm @ wt.of
0.456Kg/mt, vertical member of size 40mm x
Wt.0.457 Kg/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 complete for window.
52 0.45 Providing and fixing standared extruded of 1175.56 Rupees One Sqm
alluminium section of size 63mm x 38.10mm x Thousand One
1.2mm @ Wt. 0.643 Kg/mt with colour Hundred Seventy
Five and Paise Fifty
anodized alluminium frame for ventilation with
5 mm thick frosted glass as details etc
complete for Ventilation
53 155.00 Providing and fixing M.S. grills of required 106.29 Rupees One Kg
pattern to wooden frames of windows etc. with Hundred Six and
M.S. flats at required spacings and frame Paise Twenty Nine
alround, square or round bars with round
headed bolts and nuts or by screws (A) Plain
54 1.72 Steel work, welded in built up sections framed 9108.48 Rupees Nine Quintal
work including cutting, hoisting, fixing in Thousand One
position and applying a priming coat of red Hundred Eight and
Paise Forty Eight
lead paint. (A)In beams and joists, channels
angles Tees, flats, with connecting plates or
angle cleats as in main and cross beams. Hip
and jack rafters, purlins conneted to common
rafters and the like (Door)
55 1.60 Providing and fixing of fully glazed solid PVC 1899.48 Rupees One Sqm
panel PVC door along with solid PVC door Thousand Eight
frame. 30mm thick FACTORY MADE FULLY Hundred Ninety
GLAZED SOLID PVC DOOR SHUTTER
Forty Eight Only
consisting of frame made out of M.S. tube of
19 gauge thickness and size of 19mm x 19mm
for style and 15mm x 15mm for top, lock and
bottom rail. M.S. frame shall have a coat of
steel primer of approved make and
manufacture. M.S. frame shall be covered with
5 mm thick heat mouled PVC ‘C” channel of
size 75mm x 30mm x 50mm out of whch
10mm shall be bent at 90 degree towards inner
side on front face of the door. M.S. frame at
lock rail shall be covered with 125 mm wide
PVC sheet out of which 0mm on both the
edges shall be bent at 90 degree on front face
of the door and 7mm wide PVC sheet shall
cover the M.S. frame at top, lock and bottom
rail on back side of door, 5 mm thick 20mm
wide cross PVC sheet as gap insert for top and
bottom rail. PVC sheet beading of 15mm thick
(5mm x3) 15mm wide to be stuck internally
with solvent cement adhesive in stiles and
rails. Glass panel will be fittd externally in the
clear space available between the stiles and
56 7.20 Providing and fixing 18 mm thick mirror 2181.70 Rupees Two Sqm
polished Granite stone of machine cut & full Thousand One
round edge and polished of approved quality in Hundred Eighty One
and Paise Seventy
cladding on sill and around the Doors /
windows / ventilation with 20 mm thick cement
plaster 1:3 and jointed with white / matching
pigment cement slurry & adhesive, including
polishing & moulding of exposed edges etc.
complete for all floor level as directed by
Engineer-in-charge.
57 6.20 Providing & fixing mosquito mesh for windows 353.50 Rupees Three Sqm
& ventilations complete Hundred Fifty Three
and Paise Fifty Only
58 1.00 Supplying and fixing slide, seesaw and swing 32976.50 Rupees Thirty Two Job
combo set as per the instruction of Engineer in Thousand Nine
charge. Hundred Seventy
Six and Paise Fifty
59 1.00 Providing and Fixing SS 304 Foldable Checking 6060.00 Rupees Six MR
bed having size 1.50 X 0.60 X 0.75 mm Thousand Sixty and
thick, matter of 25.4 (1") of 40 density, cover
with regine cloth of approved quality etc
completed as directed by Engineer incharge.
60 1.00 Providing and Placing IT wood writing table 10100.00 Rupees Ten MR
having size 1.50 X 0.75 X 0.75 mt with one side Thousand One
drawer with using of 19mm thick WP wood, top Hundred and Paise
cover with 1 mm thick wood type Formica
including using of all necessary material &
labour etc completed as directed by Engineer
61 10.00 Providing and fixing Fabric cloth Curtain having 858.50 Rupees Eight MR
length 1.8 mtr for covering of checking area Hundred Fifty Eight
including using of alluminum sliding channel and Paise Fifty Only
etc complete as directed by Engineer incharge.
62 20.00 Providing and Fixing of SS 304 Hanger for bag 252.50 Rupees Two MR
including using all necessary materials like SS Hundred Fifty Two
rail, screw etc completed as directed by and Paise Fifty Only
Engineer Incharge.
63 1.00 Providing and Fixing pin cushion display board 606.00 Rupees Six Hundred MR
having size 1.20 X 0.75 mt including using of Six and Paise Zero
alluminum section frame, 18mm thick WB Only
plywood, nevy blue Cushion cloth pin etc
completed as directed by Engineer Incharge.
64 3.50 Providing and fixing PVC modular kitchen 5555.00 Rupees Five MR
cabinet consisting of base and wall units, Thousand Five
made from high quality rigid PVC boards Hundred Fifty Five
(minimum 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-in-charge.
65 1.00 Providing and fixing of hook of 10mm or 12mm 252.50 Rupees Two MR
dia including drilling hole, fixing of male- Hundred Fifty Two
female thrade fastner sealing the same with and Paise Fifty Only
appoxy compound, finishing the same etc
complete as directed by Engineer incharge.
66 1.00 Providing and fixing medical device & 1212.00 Rupees One MR
equipment standio meter height measuring Thousand Two
scale 2.10mt long including fixing in wall with Hundred Twelve
using of all heavy SS screw, rail etc complete
as directed by Engineer incharge.
67 2.00 Providing and supplying standard PVC 808.00 Rupees Eight MR
(Polyvinyl chloride) Chair with handle of Hundred Eight and
Engineer incharge.
68 2.00 Providing and supplying standard PVC 606.00 Rupees Six Hundred MR
(Polyvinyl chloride) Stool having size 3.75 X Six and Paise Zero
0.60 X 0.45mtr of approved make as directed Only
by Engineer incharge.
69 1.00 Providing & fixing ABC type fire extinguisher 4 1515.00 Rupees One MR
kg ISI marked complete Thousand Five
Hundred Fifteen
70 2.90 Providing & Fixing Shelf Adhesive Tractile Tiles 1212.00 Rupees One Sqm
as per Architect/ EIC Instruction. The Tiles Thousand Two
shall be Fixed with Suitable Adhesive Material Hundred Twelve
with All required Additional Hardware Suppot.
Rate shall be Including Transportation , All
Floor , Hardware,
71 5.00 Providing and fixing post and pipe railing as per 1211.52 Rupees One Rmt
detailed drawing including 3 coats of painting Thousand Two
to steel works complete. Hundred Eleven and
Paise Fifty Two Only
In Word Rupees Twelve Lakhs Forty One Thousand Four Hundred Sixty Six and Paise Sixty Nine Only
I / we am/are willing to carry out the work at % Above / below (Percent should be written in figure and words ) of estimated rates
mentioned above
Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R & B Sub Division Panchayat (R & B ) Division
Vijapur Mehsana
Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.
Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the
contractor under his signature
Notes 3 - Rates quoted include clearance of site (prior commencement of work and at its close ) in all respects and hold good for work
under all conditions, site, moisture, weather etc
Note 4 - To be continued on additional sheets, if found necessary
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5.1 Building Specifications _Booklet_.pdf
5.2 Electrical Specification Booklet.pdf
4.1.GR to be attached with DTP_SBD_with Index.pdf
1.0 FP.pdf
4.0 SCHEDULE B.pdf
SBD Book.pdf
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