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Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
5 Sept 2026, 6:00 pm
Executive Engineer, panchayat, R & B Division, Surat.
Package No.07 /KAM/MMGSY/RES/1-RD/26-27 1)Dhoranpardi Antroli tharoli joining panjarapor Road KM. (0/00 To 3/200 KM) Ta. Kamrej Di. Surat.
338072
07 of 2026-27
Open
Civil Works - Roads
Works
Surat
5 documents required · 5 mandatory
₹3,600
Executive Engineer, panchayat R & B Division, surat
₹1.2 L
22 Aug 2026
22 Aug 2026
22 Aug 2026
5 Sept 2026
22 Aug 2026
Name of work: Package No.07 /KAM/MMGSY/RES/1-RD/26-27 1)Dhoranpardi Antroli tharoli joining
panjarapor Road KM. (0/00 To 3/200 KM) Ta. Kamrej Di. Surat.
Memorandum showing items of works to be carried out
It. No. Quantities Item of work Estimated Rates Total Amount
It. No. Quantities Item of work Estimated Rates Total Amount
estimated but may In figures according to
be more or less Rs. Ps. estimated
1 0.288 Hect. Clearing and grubbing road land, including 34889.38
uprooting rank vegetation, grass bushes, shrubs,
saplings, and trees girths up to 300 mm, removal
of stumps of trees cut earlier, and disposal of
unserviceable materials(D) By mechanical
means in area of thorny jungle
2 12000.000 Sq.mt. Scarifying gravelled macadam or bitumen 42.76
macadam surface 6 cm to 10 cm.depth including
stacking useful materials on road side and
disposing off remaining stuff.
3 2160.000 Cu.mt. Earthwork in cutting in all sorts of soil and soft 109.41
murrum including conveying and putting the
stuff in spoil bank maintaining minimum
distance of five meter between top edge and
cutting and toe of spoil bank.
4 25.000 Rmt Supplying and fixing reinforced concrete heavy 3469.26
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.(iii)
5 576.000 Cu.mt. Supplying Stacking and Spreading the Hard 542.07
Murrum including rolling and watering etc.
6 891.000 Cu.mt. Providing & laying spreading and compacting 1386.73
stone aggregate 45 mm to 90 mm size to W.B.M.
Grade I, 150mm thick including spreading in
uniform thickness, hand packing, rolling with
vibratory roller 8 to 10 tonnes to proper grade
and camber, applying and brooming requisite
type of screening/ binding/ filler materials to fill
up the interstices of coarse aggregate, watering
and compacting to the required density. Grading
II using screening type B ( 13.2 mm stone
7 681.000 M.Ton Providing and laying bituminous base course 2808.51
37.5mm thick compacted in one layer with tack
coat of asphalt Emulsion RS-1 at the rate of
Kg / 10 Sqmt. and using B.T. stone aggregate or
required gradation and asphalt (VG-30) grade
for mixing @ 1.99 % by weight of total mix for
mixing including heating the aggregate and
asphalt by drum mix plant and spreading the
same by paver finisher and consolidation with
vibratory roller including providing all meterials,
equipments, tools and plants, oil, kerosene, fire
wood, labour chrges etc. complete.
8 1452.000 M.Ton Providing & laying 50.00 mm. thick compacted 3589.83
Bituminous Macadam with using VG-30 asphalt
for tack coat at 2.50 Kg / 10 Sq.Mt. using stone
aggregate as per gradation and aspahlt grade VG-
30 at 3.40 % by weight of total mix hot laid
process with drum mix plant including
consolidation with vibrating roller including
operating plant and machinery cost of asphalt,
fuel, oil, lubricant and labour charges etc.
9 475.200 M.Ton Providing and laying seal coat with B.T. 4235.23
aggregate as specified using aggregate at the rate
of 0.24 Cu.mt./10 Sq. mt. and bitumen grade
VG-30 for mixing with aggregate at the rate of
4.5 % i.e. 45.00 Kg. / M.T. of total mix including
heating and mixing in drum mix plant and
transporting and spreading the same by paver
finisher and consolidation with vibratory roller
including necessary fire wood , oil , lubricant
labour charges using contractor's own drum mix
plant, machineries and equipment tools etc.
complete in accordance with the requirement of
specification .
10 13200.000 Sq.mt. Providing and laying asphalt painting on B.T. 44.72
surface with bitumen VG-30 at rate 5.00Kg /
10Sq.mt. including spreading stone dust for
painting surface at rate of 0.03 cu.mt. / 10 sq.mt.
11 3 No.s Providing and fixing ordinary kilometer stone of 704.33
precast C.C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in C.C.
1:4:8 including lettering and painting etc.
complete. (For OD.R. & V.R.)
12 13.000 No.s Providing and fixing Hectometer as per I.R.C. 356.50
type design including lettering and painting etc.
complete. (ii) Fixing in C.C. 1:5:10
13 2.000 No.s Informatory sings: Providing and fixing sing 3856.90
boards made out of 2mm aluminium sheet; size
80 x 60cms. 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 3mm75x75x6mm 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.(A) Engineer Grade(VR)..
14 2.000 No.s MMGSY Logo Board:- Providing and fixing 4545.00
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
suitable size iron angle of 35 x 35 x 3 mm, 75 x
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 2.000 No.s Village name/ Bump Ahed sign :-Providing and 5045.36
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
post and frame fabricated from suitable size iron
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 4.000 No.s Direction sign (Junction board):-Providing and 14831.71
fixing sing boards made out of 2mm aluminium
sheet; size 244 x 122cms. 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 post and frame fabricated
from suitable size iron angle of 50 x 50 x5mm
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.(A) Engineer Grade(VR)...
17 97.750 Sq.mt. Road marking with hot applied thermoplastic 367.72
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
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 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.
18 158.000 No.s Cat Eye / Road Stud / RPM: Supplying of 217.40
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 20mm, 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 +/- 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
19 4.000 No.s Cautionary Warning Sign :-Providing and fixing 3808.66
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 x35 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)
20 9.000 No.s Chevron sign :-Providing and fixing sign boards 3711.75
made out of 1.5mm 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 x75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle
of35x35x3mm; 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 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
21 4.000 No.s Regulatory/Mandatory signs :Providing and 3439.81
fixing sing boardsmade out of 2mm aluminium
sheet; size 60cms. diameter circle asper 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 3mm75x75x6mm 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
22 6.000 No.s Hazard Marker Sign :-Providing and fixing sign 3518.69
boards made out of 2.0 mm aluminium sheet /
mm ACP (Aluminum composite Panel); size
90x30 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; 1.8mtr 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 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 manufactu
23 2.000 No.s STOP SIGN:-Providing and fixing sing boards 4676.06
made out of 2mm aluminium sheet; size 90 x
90cms. 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
post and frame fabricated 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 tec. complete under
the supervision of engineer in charge.(A)
Engineering grade.
Rs. One Corer Twenty Three Lack Seventy Eight Thousand Two Hundred Fifteen and Paise One Nine 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.
*Estimated amount *Estimated amount
put to tender Rs. 12378215.19 put to tender Rs.
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
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 rate of input rate mentioned in all the tender.
Signature of Bidder
Deputy Executive Engineer Executive Engineer
Panchayat (R&B) Sub Division Panchayat (R&B) Division
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GRs - SBD with Index_11zon (5).pdf
5. GR Performance Bond and Bitumen date.pdf
4. Final GR and Special Attention To Tender.pdf
3. SOM and Monitoring Formats (Uploading attachment).pdf
2. ESMP Table and Protection Clause.pdf
1. Clauses-Terms and Conditions of Contract-B1-04.09.2017 (1).pdf
6. GR.pdf
Road Testing.pdf
Environment GR_11zon.pdf
Performance Bond and Bitumen date.pdf
05-GR.pdf
1. PKG- 7 Schedule-BOQ.pdf
3. PKG-7 SBD .pdf
04 Specification -.pdf
FRONT PAGE PKG-7.pdf
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