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Tender Value
₹50.0 L
EMD Value
₹50,500
Closing Date
22 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, panchayat, R & B Division, Surat.
PKG No. PAL/MMGSY/2025-26 1)Construction Of Talodra Arthan Main Road to Lajpor Distri 0/0 to 1/2 Road Ta:-Palsana , Dist:-Surat (2nd time)
300946
02 OF 2026-27
Open
Civil Works - Others
Surat
5 documents required · 5 mandatory
₹2,400
Executive Engineer, panchayat R & B Division, surat
₹50,500
4 May 2026
4 May 2026
4 May 2026
22 May 2026
4 May 2026
Name of work: PKG- PAL/MMGSY/2025-26 1)Construction Of Talodra Arthan Main
Road to Lajpor Distri 0/0 to 1/2 Road Ta:-Palsana , Dist:-Surat
It. Quantities Memorandum showing Item items of works to be carriedEstimated
of work out Total
No. estimated but In figures Amount
may be more or Rs. Ps. according to
1 Clearing and grubbing road land including
uprooting trunk vegetation, grass bushes, shrubs,
saplings and tree girth up to 300 mm, removal of
0.36 Hect. stumps of trees cut earlier and disposal of 34889.38
unserviceable materials (C) by mechanical
means in area of light jungle
2 Earthwork for embankment including breaking
clods, dressing with all lead and lift and
including watering rolling and consolidation of
subgrade in layers at O.M.C. to required dry
168.91 Cu.mt. density including filling the depression which 160.13
occur during the process using power roller 8T
to 10T.(A) From Borrow pits within land width
(more than 10 ton)
3 Supplying and fixing reinforced concrete heavy
duty non pressure pipes with collars for culverts
including setting and joining the pipes in C.M.
5.00 Rmt 1:2 watering and laying (To level of slops of I.S. 3271.56
458 / 1971 Class NP3 casted by vertically
vibrated technology of following internal
diameter. (v) 900 mm dia
4 Earth work in cutting in all sorts of soil and soft
murrum including conveying and spreading the
stuff embankment as and where directed within
200 meter from the end of cutting with all
required lead and lift.
5 Construction of Granular sub-base grading II by
providing coasre graded machine crushed B.T.
material satisfying MOST specification of
grading II (B.T. stone aggregate 26.5 to 4.75 mm
660.00 Cu.mt. - 75 % and 2.36 mm below - 25 % ) including 1014.04
spreading in uniform layer with 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 etc. complete.
6 Providing & laying spreading and compacting
stone aggregate 45 mm to 63 mm size to
W.B.M. grade II including spreading in uniform
thickness, hand packing, rolling with vibratory
roller 8 to 10 tonnes to proper grade and camber,
474.00 Cu.mt. applying and brooming requisite type of 1421.07
screening/ binding/ filler materials to fill up the
interstices of coarse aggregate, watering and
compacting to the required density. Grading II
using screening type A ( 13.2 mm stone
7 Construction of granular sub-base by providing
coasre graded machine crushed B.T. material
satisfying MOST specification of grading I (B.T.
stone aggregate 53 mm to 26.5 mm 35 %,
to 4.75 mm - 45 % and 2.36 mm below - 20 %
)including spreading in uniform layer with 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 etc. complete.
8 Providing and laying bituminous base course
37.5 mm thick compacted with tack coat of
Emulsion RS-1 at the rate of 4.0 Kg./10Sqmt.
and using B.T. stone aggregates of required
gradation and bitumen VG-30 grade for mixing
@ 1.99 % by weight of total mix including
338.00 M.Ton heating the aggregate and asphalt by drum mix 2478.54
plant and spreading the same by paver finisher
and consolidation with vibratory roller including
providing all materials, equipments, tools and
plants, oil, kerosene, fire wood, labour charges
9 Providing and laying 37.5 mm thick compacted
B.M.with B.T. aggregate as per MORT&H
specification using Tack Coat for coat at
Emulsion RS-1 2.5 Kg./10Sq.mt. with
mechanical sprayer and bitumen grade VG-30
for mixing at the rate 34.00 Kg/M.T. i.e. 3.4 %
372.00 M.Ton of total mix including heating the aggregate and 3068.38
asphalt by drum mix plant and spreading the
same by paver finisher and consolidation with
vibratory roller including providing all materials,
equipments, tools and plants, oil, kerosene, fire
wood, labour charges etc. complete
10 Providing & laying seal coat with B.T aggregate
as specified using aggregate at the rate of
cumt/10sqmt & bitumen for mixing aggregate at
the rate of 4.50% i.e.45.00 Kg/MT of total mix
for binder including heating and mixing in
hot/drum mix plant and transporting and
spreading the same by paver finisher and
162.00 M.Ton consolidation with vibratory roller including 3456.22
necessary firewood,oil,lubricant,labour charges
etc using contractor's own drum mix plant
machinaries & equipment,tools etc complete in
accodance with the requirement of specification.
(Bitumen VG-30 grade)
11 Providing and laying asphalt painting on B.T.
surface with bitumen VG-30 at rate 5.00Kg /
4500.00 Sq.mt. 10Sq.mt. including spreading stone dust for 35.38
painting surface at rate of 0.03 cu.mt. / 10 sq.mt.
12 Providing and fixing ordinary kilometer stone of
precast C.C. 1:2:4 including necessary
2.00 No. reinforcement as per I.R.C. type design in C.C. 704.33
1:4:8 including lettering and painting etc.
complete. (For OD.R. & V.R.)
13 Providing and fixing Hectometer as per I.R.C.
type design including lettering and painting etc.
complete. (ii) Fixing in C.C. 1:5:10
14 MMGSY Logo Board:- Providing and fixing
MMGSY Logo Board made out of 2mm
aluminium sheet, as per the drawing & design.
Pre treated with phospheting process and acid
etching coated with one coat of epoxy primer
and two coat of best quality epoxy paint,
refloctrorized with retro reflective sheeting as
per the latest M.O.S.T. specification, 3.1 Mt.
long stand post and frame fabricated from
1.00 No. suitable size iron angle of 35 x 35 x 3 mm, 75 x 4545.00
75 x 6 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
x 60 cms for each leg, including excavation
curing etc. complete under the supervision of
Engineer-In-Charge (A)Engineering grade.
15 Village name/ Bump Ahed sign :-Providing and
fixing sing boards made out of 2mm aluminium
sheet; size 90 x 60cms. rectangle as as per the
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; Letters and numerals should be
as per IRC-30-1968, 3.1m long (2 nos) stand
1.00 No. post and frame fabricated from suitable size iron 5045.36
angle of 50 x 50 x 5mm 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.(A) Engineer Grade(VR)...
16 Road marking with hot applied thermoplastic
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 excludingof 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
20.00 Sq.mt. color marking should provide liminance 367.72
coefficinet on cemend road shalll be min
mcd/m2/lux and Asphalt road shall be min
mcd/m2/lux during the service lifeduring 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.
17 Cautionary Warning Sign :-Providing and fixing
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
1.00 Nos angle of 35 x35 x 3mm, 75 x 75 x 6mm as 3808.66
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
x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)
18 Supply & Laying of Mechanically Woven
Double Twisted Hexagonal Shaped Wire Mesh
Gabion Boxes of required size, Mesh Type
10x12cm, Zinc and PVC coated, Mesh Wire dia.
2.7/3.7mm (ID/OD), mechanically edged /
selvedged, with heavy coating of galvanization
as per EN 10223-3/ASTM A975 with partitions
at every 1m interval and properly packed with
66.00 Cu.Mt. approx 200mm size rubble including 4062.88
transportion and placing at indicated place as per
direction of engineer in charge including tools,
plants, labour, material, royalty charge etc in all
respect and stiching with lacing wire of dia
2.2/3.2 mm (ID/OD), including all safty
precautions and with all lead lift
19 Providing and laying of thermally bonded non
woven geotextile of approved brand and quality
33.00 sqmt beneath the Gabian wall as directed 110.00
20 Excavation for foundation up to 1.5m depth
including sorting out and stacking of useful
40.00 Cu.Mt material and disposing off the excavated stuff 122.94
up to 50 mt lead (1) Loose or soft soil .
Rs. Fifty Lack Two Thousand Four Hundred Eighty Five and Paise Thirty Six Only.
I/We am/are willing to carry out the work at ________________ % above/below ( percent
should be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender
works out as under.
amount *Estimated amount
*( Please strike out which ever is not applicable )
.41070 of Serviceable Material shall be deducted from 1st Running Bill.
Note 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.
Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills
Note 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
Signature of Bidder Deputy Executive Engineer
Panchayat (R&B) Sub Division
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details.html
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3.Cement Standards -11-05-17 GR 2 Side.pdf
4.Tender Negotiation.pdf
5.Laboratory GR.pdf
6.GST GR.pdf
7.Steel Lap.pdf
11. Other GR.pdf
8.Clause 47 48.pdf
Cement consumption gr.pdf
GST GR 1.pdf
5.GR.pdf
4.0 tender booklet.pdf
3. SBD GR.pdf
Building Test schedule.pdf
Environment GR_11zon.pdf
00-FRONT PAGE.pdf
BOQ.pdf
final SBD.pdf
Road Testing.pdf
SPECIFICATION Talodra.pdf
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