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Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
11 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Arvalli R & B Panchayat Division, Modasa
Remaining Work of Constg. of Juni Vasani Mathasuliya Road Under MMGSY - 2022-23, Ta. - Bayad, Dist. - ARVALLI
300754
01/2026-27
Open
Civil Works - Roads
Arvalli
₹3,600
Executive Engineer, Panchayat R & B Division, Modasa
₹1.5 L
2 May 2026
2 May 2026
2 May 2026
11 May 2026
2 May 2026
Name of Work :- Remaining Work of Constg. of Juni Vasani Mathasuliya Road Under MMGSY -
2022-23, Ta. - Bayad Dist. - Arvalli
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
1 Clearing and grubbing road land including 0.00 32361.26 Rupees Hect.
uprooting rank vegetation grass bushes, ThirtyTwo
shrubs, sapling and trees girth up to 300 Thousand
mm removal of stumps of trees cut earlier
and disposal of unserviceable materials (C)
By mechanical means in area of light Paisa
jungle. TwentySix
2 Earthwork for embankment including 2946.00 87.84 Rupees Cum
breaking clods, dressing with all lead and EightySeven
lift and including watering rolling and and Paisa
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 with all lead and lift.
3 Providing, laying, and compacting Hard 480.00 353.41 Rupees Three Cum
murrum for Road side shoulders including Hundred
spreading in uniform thickness, including FiftyThree and
rolling with vibratory roller 80-100 kN static
wt. to proper grade and camber including
watering etc. complete.
4 Construction of Granular Sub Base (GSB) 37.35 879.75 Rupees Eight Cum
by providing M.C. coarse graded material of Hundred
grading-I, spreading in uniform layers with SeventyNine
motor grader on prepared surface, mixing
by mix in place method with rotavator at
OMC, and compacting with vibratory roller
to achieve the desired density, complete as
per MORTH specification.
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
5 Providing, laying, spreading and 1680.00 1017.97 Rupees One Cum
compacting stone aggregates of specific Thousand
sizes to water bound macadam (Grade-I) Seventeen
(B.T. Metal of size 45 to 90 mm)
specification including spreading in uniform
thickness, hand packing , rolling with
vibratory roller 80-100 kN static wt. to
proper grade and camber, applying and
brooming, stone screening / binding
materials to fill-up the interstices of coarse
aggregate, watering and compacting etc.
complete as per Specifcation.
6 Providing, laying, spreading and 1977.00 969.88 Rupees Nine Cum
compacting stone aggregates of specific Hundred
sizes to water bound macadam (Grade-II) SixtyNine and
(M.C. Metal of size 40 to 63 mm)
specification including spreading in uniform
thickness, hand packing , rolling with
vibratory roller 80-100 kN static wt. to
proper grade and camber, applying and
brooming, stone screening / binding
materials to fill-up the interstices of coarse
aggregate, watering and compacting etc.
complete as per Specifcation. (45 to 63mm
size M.C. Metal)
7 Providing & laying 37.50mm thick 951.00 2065.34 Rupees Two M.T.
Bituminous grout base course with Thousand
Emulsion RS1 for tack coat @ 4.0 kg./ 10 SixtyFive and
Sqmt WBM surface and 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.
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
8 Providing and laying 25 mm thick premix 666.00 2780.72 Rupees Two M.T.
asphalt carpet using 0.66 cmt per 1 MT.mix Thousand
with M.C. stone agg. & Emulsion RS1 for Seven
tack coat @ rate of 2.50 kg / 10 smt. &
using asphalt VG-30 of 33.60 kg .ie.
3.36 % by Drum Mix Plant & spreading SeventyTwo
the same by paver finisher with vibratory Only
roller 80 to 100 KN. static wt. incl. providing
all equipments tools and plants, fire wood,
oil, kerosene, labour charges etc. complete
with contractor's own machineries, etc.
9 Providing and laying bitumenous Seal coat 348.00 3137.65 Rupees Three M.T.
0.18 cmt / 10 smt. with machine crushed Thousand
aggregate using 45.00 kg. VG-30 of One Hundred
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 100 KN static wt. incl. providing
all materials equipments, tools and plants,
fire wood, oil, kerosene, labour charges etc.
comp & flushing sand @ rate of
10 Providing & fixing ordinary Kilometre stone 4.00 1051.13 Rupees One No.
of pre cast C.C. 1:2:4 including necessary Thousand
reinforcement per I.R.C type design fixing FiftyOne and
in C.C. 1:2:4 including painting, lettering
11 Providing and fixing Hectometer as per 16.00 321.63 Rupees Three No.
I.R.C. type design including painting, Hundred
lettering etc. complete.(ii) Fixing in C.C. TwentyOne
12 Providing and fixing indicator stone of 227.00 293.66 Rupees Two No.
approved stoneas per I.R.C. type design in Hundred
C.C. 1:4:8 including white washing etc. NinetyThree
complete.(ii) Fixing in C.C. 1:5:10
13 Providing and fixing guard stone as per 212.00 239.06 Rupees Two No.
I.R.C. type design including white washing Hundred
etc. complete.(ii) Fixing in C.C. 1:5:10 ThirtyNine and
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
14 Cautionary Warning Sign :-Providing and fixing 2.00 4326.84 Rupees Four No.
sing boards made out of 2mm aluminium sheet; Thousand
size 90 x 90 x 90 cms. equilateral triangle as per Three
design of IRC- 67-1977. Pre treated with Hundred
phospheting process & acid etching; coated with TwentySix
one coat of epoxy primer and two coats of best and Paisa
quality epoxy paint ;reflectorised with retro EightyFour
refiectivesheeting as per latest Only
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.(B) High Intensity Grade.
15 Informatory Signs :-Providing and fixing sing 2.00 5048.99 Rupees Five No.
boards made out of 2mm aluminium sheet; size Thousand
80 x 60cms. rectangle as per the design of IRC- FourtyEight
67-1977 pre treated with phospheting process & and Paisa
acid teching; coated with one coat of NinetyNine
epoxyprimer and two coats of best quality epoxy Only
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 3mm 75x 75x 6mm
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 x45 x 60cms. for
each leg. including excavation curing tec.
complete under the supervision of engineer in
charge.(B) High Intensity Grade.
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
16 Regulatory/Mandatory signs :Providing and 2.00 3930.92 Rupees Three No.
fixing sing boards made out of 2mm aluminium Thousand
sheet; size 60cms. diameter circle as per the Nine Hundred
design of IRC-67- 1977 pre treated with Thirty and
phospheting process & acid eteching; coated Paisa
with one coat of epoxy primer and two coats of NinetyTwo
best quality epoxy paint; reflectorised with retro Only
refiective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand post and
framefabricated from suitable size iron angle of
35 x 35 x 3mm 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.(B)High
Intensity Grade
17 Direction sign (Junction board):-Providing and 2.00 22715.91 Rupees No.
fixing sing boards made out of 2mm aluminium TwentyTwo
sheet; size 244 x 122cms. rectangle as as per Thousand
the design of IRC-67- 1977 pre treated with Seven
phospheting process & acid etching; coated with Hundred
one coat of epoxy primer and two coats of best Fifteen and
quality epoxy paint; reflectorised with retro Paisa
refiective sheeting as per latest M.O.S.T. NinetyOne
Specifications; Letters and numerals should be Only
as per IRC-30-1968, 3.1m long (2 nos) stand
post and frame fabricated from suitable size iron
angle of 50 x 50 x 5mm 75x75x6mm as
required; 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 60cms. for each leg.
including excavation curing etc. complete under
the supervision of engineer in charge.(B)High
Intensity Grade
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
18 Road marking with hot applied thermoplastic 839.00 299.36 Rupees Two Sqmt
paints with reflectorising glass beads on bitumin Hundred
surface providing and laying a hot applied NinetyNine
thermoplastic compound 2.5 mm thick including and Paisa
reflectorising glass beads @ 250 gms per sqm ThirtySix Only
area, thickness of 2.5 mm 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.
19 Citizen' s information Board- Providing and fixing 1.00 10884.77 Rupees Ten No.
of typical MMGSY information board as per Thousand
instruction. Two MS plates of 1.6 mm thick, of Eight Hundred
900 mm x 750mm size fixed at top & bottom EightyFour
duly welded with MS angles of 25 x 25 x 5 mm and Paisa
thick M.S plate shall be welded by two vertical SeventySeven
M.S flats & four horizontal M.S flates 5 mm thick Only
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)
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
20 MMGSY "LOGO" Board : Providing and fixing of MMGSY 1.00 5048.99 Rupees Five No.
LOGO informatory sign board with Logo as per section 1700 Thousand
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 and Paisa
17001.3. The top most plate will be of 3mm ACP in diamond NinetyNine
shape of 600x600mm size, riveted with MS angle iron frame Only
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 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.
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
21 MMGSY Project Information Board: Providing and fixing of 1.00 11655.40 Rupees No.
typical PMGSY Project informatory sign board with Logo as Eleven
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 Hundred
per clause 17001.3. The top most plate will be of 3mm ACM FiftyFive and
in diamond shape of 600x600mm size, riveted with MS Paisa Fourty
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 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.
22 Excavation for foundatiuon upto 1.5 m 0.00 161.18 Rupees One Cum
depth incl. Sorting out & stacking of useful Hundred
material & disposing of the excavated stuff SixtyOne and
upto 50m. Lead. (B) Dense or hard soil.
23 Providing and filling in foundation with 331.40 2216.42 Rupees Two Cum
ordinary cement concrete M- 100 mix and Thousand
providing necessary vertical pin headers Two Hundred
including formwork, vibrating, ramming and
curing complete.
24 Supplying and fixing reinforced concrete 0.00 6267.87 Rupees Six Rmt
heavy duty non pres-sure pipes with collars Thousand
for culverts incl. Setting and joining the Two Hundred
pipes in C.M. 1:2 watering & laying (two
level or slope) of 1200 mm dia. NP3 pipe
internal diametre of IS 458 / 1971. Only
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
25 Providing and filling in foundation with 0.00 2673.15 Rupees Two Cum
ordinary cement concrete M- 150 mix and Thousand Six
providing necessary vertical pin headers Hundred
including formwork, vibrating, ramming and
curing complete.
26 Providing TMT Bar FE 500/500D 9658.72 72.43 Rupees Kg.
reinforcement for R.C.C. work including SeventyTwo
bending, binding and placing in position and Paisa
complete upto floor two level.
27 Provinding and filling sand below R.C.C. 1038.94 304.40 Rupees Three Cum
raft in layers including ramming and Hundred Four
watering complete. and Paisa
28 Providing and laying Weep hole in 145.00 55.07 Rupees No.
abutment and return by using PVC. pipe of FiftyFive and
100 mm dia including laying in proper grade Paisa Seven
and joining complete etc as per details
29 White washing with lime on wall surface 826.00 8.08 Rupees Eight Sqmt
(two coats) to give an even shade including and Paisa
thoroughly booming the surface to remove Eight Only
all dirt, dust; mortar drops and other foreign
30 Providing & casting in situ Controlled 439.00 4036.01 Rupees Four Cum
cement concrete M - 250 for Cement Thousand
Concrete Road laid as directed including ThirtySix and
tamping, vibrating, finishing, curing, and
filling in joints with bitumen complete.
31 Compaction and finishing of cement 2925.00 63.04 Rupees Sqmt
concrete road by trimix process providing SixtyThree
extra labour charges for the trimix vacum and Paisa
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.
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
32 Chevron sign :-Providing and fixing sign boards 18.00 3989.50 Rupees Three No.
made out of 1.5mm aluminium sheet / 3mm Thousand
ACP (Aluminum composite Panel); size 60x50 Nine Hundred
cm rectangular as per design of IRC-67-2012. EightyNine
Pre treated with phospheting process & acid and Paisa
etching; coated with one coat of epoxy primer Fifty Only
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
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
33 Cat Eye / Road Stud / RPM: Supplying of 888.00 364.61 Rupees Three No.
Molded Twin Shanks Raised Pavement Hundred
Markers made of polycarbonate and ABS SixtyFour and
moulded body and reflective panels with micro Paisa
prismatic lens capable of providing total internal SixtyOne Only
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
+/- 5 degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not
less than 19 +/- 2 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.
34 Excavation for foundation in sand gravel, 791.60 324.74 Rupees Three Cum
clay, soft soil, and murrum etc. incl. sorting, Hundred
structuring and dewatering as necessary & TwentyFour
disposing of the excavated stuff as
directed. (Depth up to 3.0Mt.)
35 Providing and filling in foundation with 343.38 3331.87 Rupees Three Cum
ordinary cement concrete M- 200 mix and Thousand
providing necessary vertical pin headers Three
including formwork, vibrating, ramming and
curing complete.
36 Providing and casting in situ controlled 0.00 5102.30 Rupees Five Cum
cement concrete M - 300 for R.C.C. solid Thousand
slab including centering, scaffolding, curing One Hundred
& finishing comp.
Qty. Estimated Rate
Item according to
Item Of Work but may In Figure Unit
Be Less Rs. And In words
37 Providing Diversion may be necessary for 1.00 10100.00 Rupees Ten No.
traffic and maintaining the same for the Thousand
period as may be necessary as directed by One Hundred
engineer in charge.
38 Providing flood gauge marks on structure 2.00 1010.00 Rupees One No.
as per design including painting complete. Thousand Ten
Rupees One Crore Fifty Lakh Four Thousand Four Hundred EightySix and Paisa Twenty 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 All works shall be carried out as per Public Works Department Handbook and Other Specification of
Division or as directed
2 All the columns is schedule should be filled in ink and the total entries in the last column should be
struck by the contractor under this signeture.
3 Rates quotes 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.
4 To be continude on additional sheets, if found necessary
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
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B1 - Juni Vaasani Mathasuliya Road - Remaining Work.pdf
BOQ - Juni Vaasani Mathasuliya Road - Remaining Work.pdf
Enviromental.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
SPECIAL CONDITION - FMG - New Const And Widening.pdf
Specification - Juni Vaasani Mathasuliya Road - Remaining Work.pdf
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