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Tender Value
₹7.5 Cr
EMD Value
₹7.5 L
Closing Date
21 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, R&B Panchayat Division, Nadiad
Resurfacing Of Rural Road Under MMGSY (SCSP) 2025-26 Package No 22 Ta. - Kheda Dist. - Kheda
304554
33 of 2025-26
Open
Civil - All
Nadiad
21 documents required · 21 mandatory
₹12,000
Executive Engineer, Panchayat (R&B) Division, NADIAD
₹7.5 L
12 May 2026
12 May 2026
12 May 2026
21 May 2026
12 May 2026
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
1 Clearing and Grubbing road land including 2.64 28393.03 Hect.
uprooting rank vegetation grass bushes,
shrubs, sapling and trees girth up to 300 mm
removal of stumps of trees cut earlier and
Disposal of Uunserviceable Materials (C) By
Mechanical means in Area of Light Jungle.
2 Box cutting the road surface to proper slope 6289.00 104.20 Cum
and camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed
upto 50 Mt.lead.
3 Dismentaling the existing structure including 792.00 886.05 Cum
removing and stacking the dismentelled
materials as and where directed. (A) R.C.C.
4 Earthwork for embankment including breaking 22742.00 126.68 Cum
clods, dressing with all lead and lift and
including watering rolling and consolidation of
subgrade in layers at O.M.C. to required dry
density including filling the depression which
occur during the process using power roller 8T
to 10T. (E) From Borrow area within Land
Width (upto 10 ton)
5 Providing, laying, and compacting Quarry 1054.00 745.17 Cum
spall for Road side shoulders including
spreading in uniform thickness, including
rolling with vibratory roller 80-100 kN static wt.
to proper grade and camber including
watering etc. complete.
6 Construction of granular sub - base by 1330.00 1479.61 Cum
providing granular material of Grading-II,
spreading in uniform layers with motor grader
on prepared surface, mixing by mix in place
method with front end loader at OMC, and
compacting with vibratory roller to achieve the
desired density, complete as per clause
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
7 Providing, laying, spreading and compacting 3854.00 1744.43 Cum
stone aggregates of specific sizes to water
bound macadam (Grade-II) (B.T. Metal of size
45 to 63 mm) specification including
spreading in uniform thickness, handpacking,
rolling with 3 wheeled steel / vibratory roller in
stages to proper grade and camber, applying
and brooming requisite type of screening /
binding Materials to fill up the interstices of
coarse aggregate, watering and compacting to
the required density.
8 Providing and applying Tack coat, using VG- 9425.00 20.73 Sqmt
30 bitumen at the rate 4.0 kg. / 10 sq.m. on
B.T. surface including cleaning the surface
etc. complete
9 Providing and applying Tack coat, using VG- 20052.00 13.05 Sqmt
30 bitumen at the rate 2.5 kg. / 10 sq.m. on
B.T. surface including cleaning the surface
etc. complete
10 Providing & laying 37.50 mm thick Bituminous 2212.00 2259.47 M.T.
grout base course using B.T. stone aggregate
as per required gradation with asphalt of VG-
30 grade at the rate of 1.99 % i.e. 19.90 Kg /
M.T. including heating & mixing in drum mix
plant transporting the mix spreading the same
by paver finisher and consolidation by
vibratory roller as per MORT&H specification
including cost of all materials fuel, labours,
tools and plant etc using contractors own
drum mix plant etc. comp.
11 Providing & laying 37.50 mm thick Bituminous 2180.00 3034.48 M.T.
macadam using B.T. stone aggregate as per
required gradation with asphalt of VG-30 at
the rate of 3.40 % i.e. 34.0 Kg/M.T. by weight
mix including heating & mixing in drum mix
plant transporting the mix spreading the same
by paver finisher and consolidation by
vibratory roller as per MORT&H specification
including cost of all materials fuel, labours,
tools and plant etc using contractors own
drum mix plant etc. comp.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
12 Providing & laying 20 mm thick Mix Seal 1418.00 3619.28 M.T.
Surface using specified graded machine
crushed aggregates with VG-30 grade
bitumen at the rate of 5.1% i.e. 51.0 Kg/M.T.
by weight mix including heating & mixing in
drum mix plant transporting the mix spreading
the same by paver finisher and consolidation
by vibratory roller as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc. comp. and
flushind sand @ rate of 0.30 cmt/ 100 smt.
13 Providing and laying 25 mm thick premix 162.00 3139.61 M.T.
asphalt carpet using 0.66 Cum per 1 MT. mix
with M. C. stone agg. with VG-30 for tackcoat
@2.5 kg./10 Sqmt BT surface and using
asphalt VG-30 of 33.60 kg. ie. 3.36 % by
Drum Mix Plant & spreading the same by
paver finisher with vibratory roller 80 to
KN. static wt. incl. providing all equipments
tools and plants, firewood, oil, kerosene,
labour charges etc. complete with contractor's
own machineries, etc. complete
14 Providing and laying bitumenous Seal coat 115.00 3372.34 M.T.
0.24 Cum / 10 smt. with machine crushed
aggregate using 45.00 kg. VG-30 of bitumen
per M.T. of total weight of mix agg. (4.50 % of
total weight of mix) by drum mix plant and
spreading the same by paver finisher and
consolidation with vibratory roller 80 to
KN static wt. incl. providing all materials
equipments, tools and plants, firewood, oil,
kerosene, labour charges etc. comp & flushing
sand @ rate of
15 Providing and fixing ordinary Kilometer stone of 4.00 1290.57 No.
precast C. C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in C. C.
1:4:8 including letter and paints etc. complete
(For N.H., S.H. and M.D.R.)
16 Providing and fixing ordinary Kilometer stone of 6.00 704.33 No.
precast C. C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in C.C.
1:4:8 including painting, lettering etc. complete
(For O.D. road V.R.)
17 Providing and fixing Hectometer as per I.R.C. 37.00 356.50 No.
type design including painting, lettering etc.
complete. (ii) Fixing in C. C. 1:5:10
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
18 Providing and fixing indicator stone of approved 501.00 343.27 No.
stoneas per I.R.C. type design in C.C. 1:4:8
including white washing etc. complete. (ii) Fixing
19 Providing and fixing guard stone as per I.R.C. 184.00 349.11 No.
type design including white washing etc.
complete.(ii) Fixing in C.C. 1:5:10
20 Cautionary Warning Sign :-Providing and fixing 10.00 3906.19 No.
sign boards made out of 2mm aluminium sheet /
4mm ACP (Aluminum composite Panel); size
x 90 x 90 cms. equilateral triangle as per design
of IRC-67-2012. Pre treated with phospheting
process & acid etching; coated with one coat of
epoxy primer and two coats of best quality epoxy
paint; reflectorised with High Intensity Prismatic
Grade retro refiectivesheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T.Specifications;
3.6 mtr long stand post of Iron Angle 75 x 75 x
6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with bestquality epoxy
coatings in black and white bends. The details of
symbol for each board shall be as per the
instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC blockof size 45 x 45 x
Cms. for each leg including excavation, curing
etc.complete under the supervision of engineer
in charge. A warranty for 7 years for the Retro
reflective sheeting from original manufacturer &
a certified copy of 3 year outdoor exposure test
report from third party test lab for the product
offered shall be submitted by contractor. (B)
Class-B Type-4 Retro Reflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
21 Cautionary Warning Sign :-Providing and fixing 12.00 3218.09 No.
sing boards made out of 2mm aluminium sheet;
size 90 x 90 x 90 cms. equilateral triangle as per
design of IRC-67-1977. Pre treated with
phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with retro
refiectivesheeting as per latest
M.O.S.T.Specifications; 3.1m long stand postand
frame fabricated from suitable sizeiron angle of
35 x 35 x 3mm, 75 x 75 x 6mm as required;
painted with bestquality epoxy coatings in black
andwhite bends. The details of symbol foreach
board shall be as per theinstruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each
leg.including excavation, curing etc.complete
under the supervision of engineer in charge. (A)
Engineer Grade (VR)
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
22 Facility Informatory Sign :-Providing and fixing 10.00 3990.64 No.
sign boards made out of 2mm aluminium sheet /
4mm ACP (Aluminum composite Panel); size
x 60 cms. rectangular as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint ;
reflectorised with High Intensity Prismatic Grade
retro refiectivesheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.6 mtr
long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
x 3mm; painted with bestquality epoxy coatings
in black and white bends. The details of symbol
for each board shall be as per the instruction of
engineer in charge. The fixing at site shall be in
1:2:4 CC blockof size 45 x 45 x 60 Cms. for each
leg including excavation, curing etc.complete
under the supervision of engineer in charge. A
warranty for 7 years for the Retro reflective
sheeting from original manufacturer & a certified
copy of 3 year outdoor exposure test report from
third party test lab for the product offered shall be
submitted by contractor. (B) Class-B Type-4
Retro Reflective sheeting.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
23 Facility Informatory Sign :- Providing and fixing 12.00 3741.44 No.
sing boards made out of 2mm aluminium sheet;
size 80 x 60 cms. rectangle as per the design of
IRC-67-1977 pre treated with phospheting
process & acid teching; coated with one coat of
epoxyprimer and two coats of best qualityepoxy
paint; reflectorised with retro refiective sheeting
as per latest M.O.S.T. Specifications; 3.1m long
stand postand frame fabricated from suitable
sizeiron angle of 35 x 35 x 3 mm 75 x 75 x 6 mm
as required; painted with best qualityepoxy
coatings in black and whitebends. the details of
symbol for eachboard shall details of symbol for
eachboard shall be as per the instruction
ofengineer in charge. The fixing at site shall be in
1:2:4 CC block of size 45 x 45 x 60 cms. for each
leg. including excavation curing tec. complete
under the supervision of engineer in charge. (A)
Engineer Grade(VR)...
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
24 Regulatory / Mandatory Sign :-Providing and 8.00 3540.12 No.
fixing sign boards made out of 2mm aluminium
sheet / 4mm ACP (Aluminum composite Panel);
size 60 cms. Dia Circle as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint;
reflectorised with High Intensity Prismatic Grade
retro refiectivesheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.6mtr
long stand post of Iron Angle 75 x 75 x 6mm /
NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
x 3mm; painted with bestquality epoxy coatings
in black and white bends. The details of symbol
for each board shall be as per the instruction of
engineer in charge. The fixing at site shall be in
1:2:4 CC block of size 45 x 45 x 60 Cms. for
each leg including excavation, curing
etc.complete under the supervision of engineer
in charge. A warranty for 7 years for the Retro
reflective sheeting from original manufacturer &
a certified copy of 3 year outdoor exposure test
report from third party test lab for the product
offered shall be submitted by contractor. (B)
Class-B Type-4 Retro Reflective sheeting.
25 Regulatory / Mandatory signs :Providing and 12.00 3113.10 No.
fixing sing boards made out of 2mm aluminium
sheet; size 60 cms. diameter circle as per the
design of IRC-67-1977 pre treated with
phospheting process & acid eteching; coated
with one coat of epoxy primer and two coats of
best quality epoxy paint; reflectorised with retro
refiective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand post and frame
fabricated from suitable size iron angle of 35 x
x 3 mm 75x75x6mm as required; painted with
best quality epoxy coatings in black and white
bends. the details of symbol for each board shall
be as per the instruction of engineer in charge.
The fixing at site shall be in 1:2:4 CC block of
size 45 x 45 x 60cms. for each leg. including
excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer
Grade(VR)...
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
26 Providing and fixing Junction board of M.S. 12.00 5236.70 No.
plates and angles as per standard I.R.C. design
including fixingin C.C.1:4:8 with necessary
excavation painting figuring and lettering on
board etc. complete.
27 Chevron sign :-Providing and fixing sign boards 40.00 3711.75 No.
made out of 1.5 mm aluminium sheet / 3mm
ACP (Aluminum composite Panel); size 60x50cm
rectangular as per design of IRC-67-2012. Pre
treated with phospheting process & acid
etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint ;
reflectorised with High Intensity Prismatic Grade
retro refiectivesheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.3 mtr
long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
x 3 mm; painted with bestquality epoxy coatings
in black and white bends. the details of symbol
or inscription / numerals for each board shall be
as per the instruction of engineer in charge. The
fixing at site shall be in 1:2:4 CC blockof size
x 45 x 60 Cms. for each leg including excavation,
curing etc.complete under the supervision of
engineer in charge. A warranty for 7 years for the
Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for
the product offered shall be submitted by
contractor. (A) Class-B Type-4 Retro Reflective
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
28 Hazard Marker Sign :-Providing and fixing sing 14.00 2423.74 No.
boards made out of 2mm aluminium sheet; size
90 x 30cms. rectangle as as per the
design/drawing attached (IRC) pretreated with
phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best
quality epoxy paint; reflectorised with retro
refiective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand post and frame
fabricated from suitable size iron angle of 35 x
x 3mm & 50 x 50 x 5mm painted with best quality
epoxy coatings The fixing at site shall be in 1:2:4
CC block of size 45x45x 60cms. for each leg.
including excavation curing etc. complete under
the supervision of engineer in charge. (A)
Engineer Grade (VR)...
29 Citizen' s information Board- Providing and 4.00 12266.60 No.
fixing of typical MMGSY information board as
per instruction. Two MS plates of 1.6 mm
thick, of 900 mm x 750mm size fixed at top &
bottom duly welded with MS angles of 25 x
25 x 5 mm thick M.S plate shall be welded by
two vertical M.S flats & four horizontal M.S
flates 5 mm thick to 75 mm x 75 mm of
SWG square tubes posts duly embedded in
cement concrete M-15 grade blocks of
600mm x 600mm x 75mm, below ground
level. Painting New letters & figure of any
shade with ready mixed synthetic enample
paint of superior quality in required shade and
colour, All sections of framed posts and steel
tube will be painted with primer and two coats
of epoxy paints as per drawing Clause
and Annexure 1700.1 (10.16)
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
30 MMGSY "LOGO" Board : Providing and fixing 4.00 4677.85 No.
of KISANPATH LOGO informatory sign board
with Logo as per section 1700 of MORD
specifications and drawing. The board will be
a composite unit consisting of Two Plates of
ACM (Aluminum Composite Material),
material specifications as per clause 17001.3.
The top most plate will be of 3 mm ACP in
diamond shape of 600 x 600 mm size, riveted
with MS angle iron frame of 25 mm x 25 mm x
5 mm size on back on edges. The Lower plate
will be of 4 mm ACP of 1100 x 300 mm size
riveted with MS angle iron frame of 25 mm x
25 mm x 5 mm size on back on edges.
Riveting of all the sheets over angle and flat
iron frame will be done neatly to have plain
surface on one side. The angle iron frame of
Both the plates will be welded to a 75mm
x75mmx6mm Mild steel post at Centre and
this post will be embeded in cement concrete
M15 grade block of 450 x 450 x 600 mm
below ground level. The height of the bottom
of the lower plate will be 1200 mm from
normal ground level. The spacing between the
diamond shaped plate and Lower Plate is kept
150 mm. MMGSY logo, letters and numerals
on the ACM should be made up of Retro
Reflective sheeting of Type-1 AEGP Class-A
grade as per the latest MORD section
and IRC 67-2012 specifications. Al the section
of the frame and posts shall be painted with
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
31 MMGSY Project Information Board: Providing 4.00 8752.96 No.
and fixing of typical PMGSY Project
informatory sign board with Logo as per
of MORD specifications and drawing. The
board will be a composite unit consisting of
Three Plates ACM (Aluminum Composite
Material), material specificaitons as per clause
17001.3. The top most plate will be of 3mm
ACM in diamond shape of 600x600mm size,
riveted with MS angle iron frame of 25 mm x
25 mm x 5 mm size on back on edges. The
middle 4mm ACM plate of will be 1200 x
mm size riveted with MS angle iron frame of
25 mm x 25 mm x 5 mm size on back on
edges. The main 4mm ACM lower most plate
will be 1500mmx600mm size, riveted with MS
angle iron frame of 25mmx25mmx5mm size.
Riveting of all the sheets over angle and flat
iron frame will be done neatly to have plain
surface on one side. The angle iron frame of
lower most plate and flat iron frame of the
middle plate will be welded to two nos.
mm x 75 mm (12 SWG) sheet tubes posts
placed at 1125 mm apart centre to centre. the
top of the middle plate will be flushed with the
top of 75 mm dia medium steel tube posts and
these posts will be embeded in cement
concrete M15 grade block of 450 x 450 x
mm below ground level. The height of the
bottom of the lower plate will be 1200 mm
from normal ground level and the bottom of
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
32 Road marking with hot applied thermoplastic 1914.00 367.72 Sqmt
paints with reflectorising glass beads on
bitumin surface providing and laying a hot
applied thermoplastic compound 2.5 mm thick
including reflectorising glass beads @
250gms per sqm area, thickness of 2.5mm is
excluding of surface applied glass beds as per
IRC:35-2015. The finished surface to be level,
uniform and free from streaks and holes.
zebra patta /bump patta lane/center line/ edge
line/cut patta. The white color marking should
provide liminance coefficinet on cemend road
shalll be min 130 mcd/m2/lux and Asphalt
road shall be min 100 mcd/m2/lux during the
service life during the day time. The marking
should meet the performance criteria for night
time reflectivity, wet reflectivity and skid
resistance as mentioned in the section-15 of
IRC 35-2015. Warranty for the Retro
reflectivity should be two years.
33 Cat Eye / Road Stud / RPM: Supplying of 1952.00 326.23 No.
Molded Twin Shanks Raised Pavement
Markers made of polycarbonate and ABS
moulded body and reflective panels with micro
prismatic lens capable of providing total
internal reflection of the light entering the lens
face and shall support a load of 13635 kgs.
tested in accordance to ASTM D 4280 Type H
and complying to Specifications of Category A
of MORTH Circular No RW/NH/33023/10-97
DO III Dt 11.06. 1997. The height, width and
length shall not exceed 20 mm, 130 mm and
130 mm and with minimum reflective area of
13 Sqcm on each side and the slope to the
base shall be 35 +/- 5 degree. The strength of
detachment of the integrated cylindrical
shanks, (of diameter not less than 19 +/-
mm and height not less than 30+/- 2 mm) from
the body is to be a minimum value of 500 Kgf.
Fixing will be by drilling holes on the road for
the shanks to go inside, without nails and
using epoxy resin based adhesive as per
manufacturers recommendation and The color
of the marker should be as per the IRC 35-
2015 and as directed by Engineer-in-charge.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
34 Excavation for foundatiuon upto 1.5 m depth 1558.00 241.79 Cum
incl. Sorting out & stacking of useful material
& disposing of the excavated stuff upto 50m.
Lead. (B) Dense or hard soil.
35 Providing and filling in foundation with 2002.50 3245.56 Cum
ordinary cement concrete M- 100 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
36 Supplying and fixing reinforced concrete 127.50 3446.50 Rmt
heavy duty non pres-sure pipes with collars
for culverts incl. Setting and joining the pipes
in C.M. 1:2 watering & laying (two level or
slope ) of 900mm dia. NP3 pipe internal
diametre of IS 458 /
37 Providing and filling in foundation with 2281.00 3818.81 Cum
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
38 Providing TMT Bar FE 500/500D 5703.00 76.21 Kg.
reinforcement for R.C.C. work including
bending, binding and placing in position
complete upto floor two level
39 Providing Kachha Diversion may be 7.00 5050.00 No.
necessary for traffic and maintaining the same
for the period as may be necessary as
directed by engineer in charge.
40 Dismentalling the existing structure including 7.00 5050.00 No.
removing & stacking the dismentalled
materials as and where directed
41 Providing & casting in situ Controlled 3304.00 5230.00 Cum
cement concrete M - 250 for Cement
Concrete Road laid as directed including
tamping, vibrating, finishing, curing, and filling
in joints with bitumen complete.
42 Providing and laying contolled cement concret 873.00 5388.59 Cum
M-30 and curing complete including
compacting with surface mechanical vibrator,
mechanical floater, chanelling formwork,
grooving including providing dowel bar, tai
bar, expantion joint and construction joint
including filling asphalt filler joint as per
instruction of Engineer in charge
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
43 Compaction and finishing of cement concrete 20881.00 73.14 Sqmt
road by trimix process providing extra labour
charges for the trimix vaCum dewatering
service process on cement concrete road
surface by using vaCum dewatering pump
floater surface vibrator including making
rough finish to surface as per in including
levelling the complete.
44 Providing and adding & laying surface 6266.00 50.50 Kg.
Hardener in Cement Concrete grade - M-25 at
the rate of 3.0 Kg / 10 Sqmt & spreading on
flooring as per directed and instructed by
Engineer in Charge etc. comp.
45 Providing and laying Weep hole in abutment 653.00 45.81 No.
and return by using PVC. pipe of 100 mm dia
including laying in proper grade and joining
complete etc as per details specification .
46 Providing and laying - Fitter Media 600 mm 704.00 1180.34 Sqmt
thick directed at the back of abutments,
returns and wing walls as per detailed
specifications.
47 White washing with lime on wall surface (two 1441.00 12.09 Sqmt
coats) to give an even shade including
thoroughly booming the surface to remove all
dirt, dust; mortar drops and other foreign
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
48 Supplying and fixing reinforced concrete 112.50 1176.49 Rmt
heavy duty non-pressure pipes with collars for
culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the pipes
in C.M. 1:2 watering and laying (to level or
slopes) of class NP3 of following internal
daimeters. (ii) 450mm dia.
Total Rs.
Rupees Seven Crore FiftyFour Lakh ThirtyThree Thousand Five Hundred ThirtyFive and Paisa
EightyFive Only
I / We / am/are willing to carry out the work at ________________________________% above / below
percent (should be written in figure and words) of the estimated rates mentioned above. Amount of
my/our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net Rs._________
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.
5 Dismentalling of Credit materials amounting of Rs. -0.00 must be recovered from Contractor's
respective R.A. Bill.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
Matar Nadiad
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GR - 1.pdf
GR - 2.pdf
Pre-Qualification.pdf
SBD Book.pdf
Specification.pdf
Work Details.pdf
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