Loading…
Loading…
Tender Value
₹2.7 Cr
EMD Value
₹2.7 L
Closing Date
5 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Sabarantha R & B Panchayat Division, Himmatnagar
Constg. of Bedi To Mahadev Faliya Road Under MMGSY (T) - 2025-26 Package No. - SK/MMGSY(T)/10, Ta. - Poshina Dist. - Sabarkantha
298225
19/2025-26
Open
Civil Works - Roads
Sabarkantha
₹3,600
Executive Engineer, Panchayat R & B Division, Himatnagar
₹2.7 L
21 Apr 2026
21 Apr 2026
21 Apr 2026
5 May 2026
21 Apr 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 0.60 28455.08 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 unserviceable materials (C) By
mechanical means in area of light jungle
2 Earthwork for embankment including breaking 4524.00 131.93 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. From Borrow area with all lead and
3 Providing, laying, and compacting Hard 240.00 274.20 Cum
Murrum for Road side shoulders including
spreading in uniform thickness, rolling with
vibratory roller 80-100 kN static wt. to proper
grade and camber including watering etc.
4 Providing, laying, spreading and compacting 1189.00 1602.38 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, hand packing,
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.
5 Providing and applying Tack coat, using VG- 6501.00 20.07 Sqmt
30 bitumen at the rate 4.0 kg. / 10 sq.m. on
W.B.M./ W.M.M. surface including cleaning
the surface etc. complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
6 Providing & laying 37.50mm thick Bituminous 488.00 2170.70 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.
7 Providing and laying 25 mm thick premix 342.00 3030.52 M.T.
asphalt carpet using 0.66 cmt per 1 MT. mix
with M.C. stone agg. with VG-30 for tack coat
@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, fire wood, oil, kerosene,
labour charges etc. complete with contractor's
own machineries, etc. complete.
8 Providing and laying bitumenous Seal coat 239.00 3246.38 M.T.
0.24 cmt / 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, fire wood, oil,
kerosene, labour charges etc. comp &
flushing sand @ rate of 0.30.
9 Providing and fixing ordinary Kilometer stone 2.00 704.33 No.
of 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.)
10 Providing and fixing Hectometer as per I.R.C. 8.00 356.50 No.
type design including painting, lettering etc.
complete. (ii) Fixing in C.C. 1:5:10
11 Providing and fixing indicator stone of 115.00 343.27 No.
approved stone as per I.R.C. type design in
C.C. 1:4:8 including white washing etc.
complete. (ii) Fixing in C.C. 1:5:10
12 Providing and fixing guard stone as per I.R.C. 42.00 350.80 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)
13 Cautionary Warning Sign :- Providing and fixing 2.00 3379.54 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
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
35 x 3mm, 75 x 75 x 6mm 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 60 Cms. for each leg.
including excavation, curing etc. complete under
the supervision of engineer in charge. (A)
Engineer Grade (VR)
14 Facility Informatory Signs :-Providing and fixing 2.00 3856.90 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
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 postand frame fabricated from
suitable size iron angle of 35 x 35 x 3 mm
75x75x6 mm as required; painted with best
quality epoxy coatings in black and white bends.
the details of symbol for eachboard shall details
of symbol for eachboard 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 x45 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)
15 Regulatory/Mandatory signs : Providing and 2.00 3268.79 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
35 x 3mm 75x75x6 mm 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 60 cms. for each leg.
including excavation curing etc. complete under
the supervision of engineer in charge. (A)
Engineer Grade (VR).
16 Providing and fixing Junction board of M.S. 2.00 5236.70 No.
plates and angles asper standard I.R.C. design
including fixing in 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)
17 Chevron sign :- Providing and fixing sign boards 6.00 3711.75 No.
made out of 1.5mm aluminium sheet / 3mm
ACP (Aluminum composite Panel); size 60x50
cm 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 refiective sheeting of Type-4 as per ASTM
D-4956 and latest M.O.S.T. Specifications;
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
35x35x3 mm; painted with best quality 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
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. (A) Class-B Type-4
Retro Reflective sheeting
18 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
35 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 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)
19 Road marking with hot applied thermoplastic 642.00 367.72 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
mcd/m2/lux and Asphalt road shall be min
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.
20 Citizen' s information Board- Providing and 1.00 12239.00 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 12 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
1701 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)
21 MMGSY "LOGO" Board : Providing and fixing of 1.00 4671.10 No.
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 600x600 mm
size, riveted with MS angle iron frame of 25mmx 25mmx
5mm size on back on edges. The Lower plate will be of
4mm ACP of 1100x 300mm size riveted with MS angle
iron frame of 25mmx 25mmx 5mm 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 x 75mmx 6mm Mild steel post at
Centre and this post will be embeded in cement
concrete M15 grade block of 450x 450x 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 1700 and IRC 67-2012 specifications. Al the
section of the frame and posts shall be painted with
primer and two coats of epoxy paint. The design,
painting and lettering shall be done as per the MMGSY
Logo sign Design and as directed by Engineer in-
charge. A warranty for 5 years for the Retro reflective
sheeting for Type-1 Class-A from original manufacturer
shall be submitted by contractor.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
22 MMGSY Project Information Board: Providing and fixing of 1.00 8739.69 No.
typical PMGSY Project informatory sign board with Logo as per
1700 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 600x 600mm size, riveted with MS angle iron frame of
25mmx 25mmx 5mm size on back on edges. The middle 4mm
ACM plate of will be 1220x 150mm size riveted with MS angle
iron frame of 25mmx 25mmx 5mm size on back on edges. The
main 4mm ACM lower most plate will be 1500mmx 600mm
size, riveted with MS angle iron frame of 25mmx 25mmx 5mm
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 450x 450x 600mm 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 plate will be 100mm above the top level of the lower
most plate. the diamond shaped plate mounted over flat angle
iron frame will be connected to middle plate by square steel
section of 47mmx47mm, thickness 12SWG having a spacing of
100mm between the diamond shaped plate and middle plate
and this square section will be riveted to the bottom point of the
diamond shaped plate. 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 posts shall be painted with primer and two coats of
epoxy paint. The design, painting and lettering shall be done as
per the MMGSY Signage Guide and as directed by Engineer-In-
charge. A warranty for 5 years for the Retro reflective sheeting
for Class-A respectively, from original manufacturer shall be
submitted by contractor.
23 Excavation for foundatiuon upto 1.5 m depth 1351.00 253.85 Cum
incl. Sorting out & stacking of useful material
& disposing of the excavated stuff upto 50m.
Lead. (B) Dense or hard soil.
24 Providing and filling in foundation with 254.80 3345.58 Cum
ordinary cement concrete M- 100 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
25 Providing and filling in foundation with 1794.06 3715.63 Cum
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
26 Providing TMT Bar FE 500D reinforcement for 7476.00 77.29 Kg.
R.C.C. work including bending, binding and
placing in position complete upto floor two
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
27 Providing and laying Weep hole in abutment 586.00 86.73 No.
and return by using PVC. pipe of 100 mm dia
including laying in proper grade and joining
complete etc as per details specification.
28 Providing and laying Fitter Media 600mm thick 190.00 1238.93 Sqmt
directed at the back of abutments, returns and
wing walls as per detailed specifications.
29 White washing with lime on wall surface (two 1817.00 12.73 Sqmt
coats) to give an even shade including
thoroughly booming the surface to remove all
dirt, dust; mortar drops and other foreign
30 Supplying and fixing reinforced concrete 30.00 3469.26 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 wateringand laying (to level or
slopes) of class NP3 of following internal
daimeters. (v) 900mm dia.
31 Providing Kachha Diversion may be 5.00 5050.00 No.
necessary for traffic and maintaining the
same for the period as may be necessary as
directed by engineer in charge.
32 Provinding and filling sand below R.C.C. raft 75.00 479.44 Cum
in layers including ramming and watering
33 Dismentalling the existing structure including 5.00 5050.00 No.
removing & stacking the dismentalled
materials as and where directed including
Dismental Credit.
34 Providing & casting in situ Controlled 225.00 5339.54 Cum
cement concrete M - 250 for Cement
Concrete Road laid as directed including
tamping, vibrating, finishing, curing, and filling
in joints with bitumen complete.
35 Compaction and finishing of cement concrete 1125.00 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.
36 Providing Kachha Diversion may be 2.00 20200.00 No.
necessary for traffic and maintaining the
same for the period as may be necessary as
directed by engineer in charge. (For Slab
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
37 Marking out the centre line of the bridge & 2.00 15150.00 No.
various other component structure &
complete lining out & leveling with the
theodolites, levels, including constructing and
establishing necessary bench marks etc.
complete as directed.
38 Excavation for foundation in sand, gravel, clay 992.00 511.45 Cum
soft soils and murrum etc. including shoring,
strutting dewatering as necessary and
disposing of the excavated stuff as directed.
(A) Depth upto 3.0 M. and lead upto 100m for
39 Excavation in large boulders and soft rock by 402.00 717.23 Cum
welding including shoring, strutting and
dewatering as necessary and disposing of the
excavated stuff as directed.
40 Providing and casting in-situ ordinary cement 1221.00 4291.68 Cum
concrete M-200 mix and providing necessary
pin headers including shuttering,
scaffolding laying vibrating, curing and
finishing complete without V-grooves.
41 Providing TMT Bar FE 550D reinforcement for 25400.00 94.99 Kg.
R.C.C. work including bending, binding and
placing in position complete upto floor two
42 Providing and casting in situ controlled 40.00 5346.10 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.
43 Providing and casting in situ controlle 108.80 5397.06 Cum
cement concrete M-250 for R.C.C. solid slab
including centering, scaffolding, curing and
finishing complete.
44 Providing and casting in situ ordinary cement 16.20 4304.14 Cum
concrete M-200 for Kerbs / Kerb blocks
including formwork, curing and finishing
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
45 Providing and casting in situ controlle 38.40 5339.54 Cum
cement concrete M - 250 for average
100mm. thick Wearing coat laid as directed
including tamping, vibrating, finishing, curing,
and filling in joints with bitumen complete.
46 Providing and casting in - situ controlle 73.00 5197.70 Cum
cement concrete M-250 for approach slab.
47 Providing and fixing in position mild steel 18.00 341.29 No.
32 mm dowel bars in pier caps for anchorage
in fix end as per detailed drawing including
cutting , bending & welding complete.
48 Providing and fixing in position mild steel 18.00 399.70 No.
32 mm dowel bars in pier caps for anchorage
in free end as per detailed drawing including
cutting , bending & welding complete.
49 Providing 12 mm thick pre-moulded asphalt 25.00 703.53 Sqmt
filler joints as per drawing.
50 Provding P.V.C. 100 mm diameter water 12.00 159.37 No.
spouts including necessary iron gratings as
per drawings.
51 Providing and fixing tar papper bearing , shall 56.00 151.50 Sqmt
be provided between abutment / pier cap and
52 Providing flood gauge marks on sub structure 22.00 165.69 Rmt
as per design including painting complete.
(For Slab Drain)
53 Providing and fixing mild steel dowel bars of 45.00 450.07 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.
54 Earthwork in cutting including preparing the 325.00 500.04 Cum
slope and camber and stacking or utilising the
cutting stuff in bank as directed upto
Meters from the end of cutting with all lead
and lift. (i) Hard murrum.
55 Providing and fixing post and pipe railing as 102.10 1211.79 Rmt
per detailed drawing including 3 coats of
painting to steel works complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
56 Supplying and fixing reinforced concrete 52.50 5560.01 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. (v) 1200mm dia.
Total Rs.
Rupees Two Crore SixtyEight Lakh ThirtyFive Thousand Six Hundred Seventy and Paisa
FourtyFour 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.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
Khedbrahma Himatnagar
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
BOQ - Khed Pkg-10.pdf
DRG - Khed Pkg-10.pdf
Enviromental.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
SBD Book_2023_Khed Pkg-10.pdf
SPECIAL CONDITION - FMG - New Const and Widening.pdf
Specification - Khed Pkg-10.pdf
Work Details - Khed Pkg-10.pdf
Download all tender documents and submit your bid