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Tender Value
₹5.3 Cr
EMD Value
₹5.3 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 (N) 2025-26 Package No 52 Ta. - Kapadwanj/Kathlal Dist. - Kheda
304539
34 of 2025-26
Open
Civil Works - Roads
Nadiad
6 documents required · 6 mandatory
₹12,000
Executive Engineer, Panchayat (R&B) Division, NADIAD
₹5.3 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 2.32 28393.04 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 1858.00 104.20 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 324.00 886.05 Cum
removing and stacking the dismentelled
materials as and where directed. (A) R.C.C.
4 Scarifying gravelled macadam or bitumen 11738.00 39.62 Sqmt
macadam surface 6 cm to 10 cm.depth
including stacking useful materials on road
side and disposing off remaining stuff.
5 Earthwork for embankment including breaking 4609.00 126.68 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)
6 Providing, laying, and compacting Quarry 926.00 390.83 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.
7 Construction of granular sub - base by 692.00 1055.59 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)
8 Providing, laying, spreading and compacting 707.00 1234.22 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.
9 Providing and applying Tack coat, using VG- 23989.00 12.12 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 2103.00 1916.39 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 1980.00 2634.60 M.T.
macadam with VG-30 for tackcoat @ 2.50 kg/
10 smt on BT surface using B.T. stone
aggregate as per required gradation with
asphalt of VG-30 at the rate of 3.40 %i.e.
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.
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 premix seal 1221.00 3196.77 M.T.
surfacing 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 fixing ordinary Kilometer stone of 9.00 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.)
14 Providing and fixing Hectometer as per I.R.C. 31.00 356.50 No.
type design including painting, lettering etc.
complete. (ii) Fixing in C. C. 1:5:10
15 Providing and fixing indicator stone of approved 436.00 343.27 No.
stoneas per I.R.C. type design in C.C. 1:4:8
including white washing etc. complete. (ii) Fixing
16 Providing and fixing guard stone as per I.R.C. 159.00 349.11 No.
type design including white washing 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)
17 Cautionary Warning Sign :-Providing and fixing 16.00 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)
18 Facility Informatory Sign :-Providing and fixing 16.00 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)
19 Regulatory / Mandatory Sign :-Providing and 16.00 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.
20 Providing and fixing Junction board of M.S. 10.00 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.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
21 Chevron sign :-Providing and fixing sign boards 35.00 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
22 Hazard Marker Sign :-Providing and fixing sing 16.00 3518.69 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)...
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
23 Citizen' s information Board- Providing and 2.00 12266.60 No.
fixing of typical Kisanpath 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)
24 MMGSY "LOGO" Board : Providing and fixing 2.00 4677.85 No.
of MMGSY 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 3mm ACP in
diamond shape of 600x600mm size, riveted
with MS angle iron frame of
25mmx25mmx5mm size on back on edges.
The Lower plate will be of 4mm ACP of
1100x300mm size riveted with MS angle iron
frame of 25mmx25mmx5mm 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
450x450x600mm below ground level. The
height of the bottom of the lower plate will be
1200mm from normal ground level. The
spacing between the diamond shaped plate
and Lower Plate is kept 150mm. 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 1700 and IRC 67-2012
specifications. Al the section of the frame and
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
25 MMGSY Project Information Board: Providing 2.00 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
25mmx25mmx5mm size on back on edges.
The middle 4mm ACM plate of will be
1200x150mm size riveted with MS angle iron
frame of 25mmx25mmx5mm 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. 75mm
x75mm (12 SWG) sheet tubes posts placed at
1125mm apart centre to centre. the top of the
middle plate will be flushed with the top of
75mm dia medium steel tube posts and these
posts will be embeded in cement concrete
M15 grade block of 450x450x600mm below
ground level. The height of the bottom of the
lower plate will be 1200mm from normal
ground level and the bottom of the middle
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
26 Road marking with hot applied thermoplastic 1620.00 367.72 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.
27 Cat Eye / Road Stud / RPM: Supplying of 2492.00 326.23 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)
28 A Providing and erecting a Single "W" metal 60.00 4693.70 Rmt
beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm
above road / ground level, fixed on ISMC
series channel vertical post, 150 x 75 x 5 mm
spaced 2.0 m centre to centre ,1.8 m high
1.1 m Below ground / road level, all steel parts
and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and
IS:1364, metal beam rail to be fixed on the
vertical post with a spacer of channel section
150 x 75 x 5 mm, 330 mm long ,Fixed in M-25
Grade Concrete 1.1 x 0.5 x 0.5 complete as
per clause 810. Reflector type-4 class - B
High Intensity grade at Every Post as per
drawing complete as per clause
29 Excavation for foundatiuon upto 1.5 m depth 1275.00 241.79 Cum
incl. Sorting out & stacking of useful material
& disposing of the excavated stuff upto 50m.
Lead. (B) Dense or hard soil.
30 Providing and filling in foundation with 908.10 3245.56 Cum
ordinary cement concrete M- 100 mix
including formwork, vibrating, ramming and
curing complete. (A) Foundation and plinth
31 Supplying and fixing reinforced concrete 120.00 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 /
32 Providing and filling in foundation with 1816.70 3818.81 Cum
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
33 Providing TMT Bar FE 500/500D 4174.00 76.21 Kg.
reinforcement for R.C.C. work including
bending, binding and placing in position
complete upto floor two level
34 Providing Kachha Diversion may be 6.00 5050.00 No.
necessary for traffic and maintaining the same
for the period as may be necessary as
directed by engineer in charge.
35 Dismentalling the existing structure including 7.00 5050.00 No.
removing & stacking the dismentalled
materials as and where directed
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
36 Providing and laying contolled cement concret 1459.00 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
37 Compaction and finishing of cement concrete 7293.00 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.
38 Providing and adding & laying surface 2188.00 15.15 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.
39 White washing with lime on wall surface (two 1290.00 12.09 Sqmt
coats) to give an even shade including
thoroughly booming the surface to remove all
dirt, dust; mortar drops and other foreign
40 Dismentalling the existing structure including 1.00 50500.00 No.
removing & stacking the dismentalled
materials as and where directed
41 Marking out the centre line of the bridge & 1.00 15150.00 Job
various other component structure &
complete lining out & leveling with the
theodolites, levels, including constructing and
establishing necessary bench marks etc.
complete as directed.
42 Excavation for foundation in sand,gravel clay, 1041.00 486.77 Cum
soft soils and murrum etc. including sorting,
strutting & dewatering as necessary and
disposing the excavated stuff as directed. (A)
Depth upto 3.0 M.
43 Excavation in large boulders and soft rock by 599.00 682.44 Cum
welding including shoring, strutting and
dewatering as necessary and disposing of the
excavated stuff as directed.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
44 Providing and fixing mild steel dowel bars of 36.00 448.27 Rmt
minimum 32mm dia. for anchoring by drilling
holes in foundation strata including necessary
bending, hooking of dowel bars and grouting
the holes complete as per detailed drawing
and as directed.
45 Providing and casting in-situ ordinary 955.00 4189.48 Cum
cement concrete M-200 mix and providing
necessary pin headers including shuttering,
scaffolding laying vibrating, curing and
finishing complete without V-grooves.
46 Providing TMT Bar FE 550D reinforcement for 22711.50 94.99 Kg.
R.C.C. work including bending, binding and
placing in position complete upto floor two
47 Providing and casting in situ controlled 31.00 5200.49 Cum
cement concrete M-250 for RCC work in pier
caps / Abutment caps & Dirt wall including
ordinary cement concre-te M-250 bed block
or pedestal of required size below bearings
as per detailed drawings centering, shuttering,
scaffolding wherever necessary laying,
vibrating, curing and finishing complete.
48 Providing and casting in situ controlle 129.50 5423.70 Cum
cement concrete M-300 for R.C.C. solid slab
including centering, scaffolding, curing and
finishing complete.
49 Providing and casting in situ controlle 20.60 6547.83 Cum
cement concrete M-400 for RCC Crash
Barriar including curing and finishing
50 Providing and laying rubble for appron (each 163.00 1041.05 Cum
stone weighting not less than 40Kg.) including
and packing and filing in the interestices with
quarry-spalls.
51 Providing and casting in situ controlle 32.50 5547.93 Cum
cement concrete M - 400 for average
mm. thick Wearing coat laid as directed
including tamping, vibrating, finishing, curing,
and filling in joints with bitumen complete.
52 Providing and casting in - situ controlle 57.30 5246.95 Cum
cement concrete M-300 for approach slab.
53 Providing and fixing in position mild steel 18.00 339.88 No.
32 mm dowel bars in pier caps for anchorage
in fix end as per detailed drawing including
cutting , bending & welding complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
54 Providing and fixing in position mild steel 18.00 396.27 No.
32 mm dowel bars in pier caps for anchorage
in free end as per detailed drawing including
cutting , bending & welding complete.
55 Providing & laying filter media 600 mm thick 1299.00 1180.34 Sqmt
as directed at the back of abutments and
returns and wing wall as per detailed
specification.
56 Providing and laying weep holes in 703.00 45.81 No.
abutments and return by using PVC
pipes of 100 mm. diameter including laying
in proper grade and jointing etc.complete as
per detailed drawings.
57 Providing 12 mm thick pre-moulded asphalt 31.50 702.12 Sqmt
filler joints as per drawing.
58 Provding P.V.C. 100 mm diameter water 20.00 159.37 No.
spouts including necessary iron gratings as
per drawings.
59 Providing and fixing tar papper bearing ,shall 46.00 151.50 Sqmt
be provided between abutment / pier cap and
60 Providing flood gauge marks on sub structure 11.00 159.08 Rmt
as per design including painting complete.
61 Wall painting (three coats) with Plastic 140.00 119.42 Sqmt
emulsion paint of approved brands like Apex
or equivalante and manufacture on
undecorated wall surfaces to give an even
shade including thorougnly brushinf the
surface free from mortar droppings and other
foreign matter and sand papered smooth. (
Black & White Strip )
62 Providing diversion of road 3.75 mt width for 150.00 6795.09 Rmt
structure by providing & spreading Earthwork,
200 mm Unscreen GSB, 200mm GSB-II and
20 mm MSS. The Length of road is depend on
site condition etc as directed by Engineer in
Charge. (The diversion shall be maintainance
& repair in all weather season. No any extra
payment shall be made for maintainance &
repair work of diversion)
63 Providing and casting in-situ controlled 182.00 4549.01 Cum
cement concrete M 250 for R.C.C raft and cut
off walls including necessary shuttering, laying
vibrating, ramming and curing complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
64 Providing and casting in-situ controlled 3.10 4814.49 Cum
cement concrete M-250 for kerb/kerb blocks
including formwork, curing and finishing
65 Providing and placing in position FE 500/500D 18.30 73217.53 M.T.
bar reinforcement for following items including
cutting bending hooking and tying complete as
per detailed drawing.
66 Providing and fixing post and pipe railing as 35.00 1202.80 Rmt
per detailed drawing including 3 coats of
painting to steel works complete.
67 Providing and filling sand behind abutments 185.00 538.85 Cum
and between returns in layers as directed.
Total Rs.
Rupees Five Crore TwentySix Lakh Four Thousand Eight Hundred FourtyTwo and Paisa
EightyOne 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. -713484.45 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
Kapadwanj Nadiad
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BOQ Pkg No 52.pdf
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General Specification.pdf
GR - 1.pdf
GR - 2.pdf
SBD Book.pdf
SPECIAL CONDITION - FMG - Resurfacing.pdf
Specification.pdf
Work Details.pdf
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