Loading
Loading…
Loading…
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
18 Aug 2026, 6:00 pmClosed
Executive Engineer, Panchayat (R&B) Division, Tapi
MMGSY 2026-27 Resurfacing of Various Roads in Valod Taluka Package No.7 Total 2 road 4.550 km. (1) Andhatri Pahad faliya road Sec-I 0/0 to 0/800, Sec-II 0/0 to 0/700 Ta.Valod (2) Dumkhal to Joining Kumbhiya Village Road Ch 0/0 to 3/050 Ta.Valod.
331715
06 OF 2026-27
Open
Civil Works - Roads
Works
Tapi
6 documents required · 6 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, Tapi-Vyara
₹1.6 L
5 Aug 2026
5 Aug 2026
5 Aug 2026
18 Aug 2026
5 Aug 2026
Name of Work:- MMGSY 2026-27 (Strenghening and Resurfacing) Resurfacing of Various Roads in Valod Taluka
Package No. 7 Total 2 road 4.550 km.[1]Resurfacing of Andhatri Pahad faliya road Sec-I 0/0 to 0/800,Sec-II 0/0 to
0/700 Ta.Valod Dist.Tapi.[2]Resurfacing of Dumkhal to Joining Kumbhiya Village road Ch 0/0 to 3/050 Ta.Valod
: : BILL OF QUANTITY.' : :
Percentage Rate Tender
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
1 Clearing and grubbing road land including uprooting 1.37 Hect 28455.09
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 in cuting in all sorts of soil and soft 3685.50 Cum. 130.94
murrum including conveying and spreading the stuff,
embankment as and where directed within
200meters from the end of the cutting with all
required lead and lift.
3 Earth work for embankment including breaking clods 1669.83 Cum. 173.67
dressing with all lead & lifts and including watering
rolling and consolidation of sub grade in layers of
O.M.C. to required dry density including filling in
depressions which occure during the process using
vibratory roller 80 to 100 KN (E) From borrow area
within 3.00 Km Lead Having C.B.R. More than 5.00%
4 Supplying, Stacking, Spreading & rolling of Hard 636.00 Cum. 444.40
Murrum on road side for hard side shoulder of work
as per specification including filling the mesure
boxes of standard size etc. complete.
5 Providing, laying 50 mm thick compacted Bituminous 2152.00 MT 3815.47
Macadam considering 0.66 cmt./10Smt. Stone chips
for one M.ton as per specification,VG-30 using the
asphalt at rate 34.00 Kg/M.ton (i.e. 3.40% by weight
of total mix) for mixing and VG-30 for tack coat at
rate 2.5 Kg/ 10sq.mt. including heating and mixing
the asphalt and stone aggregates by continuous
batching of drum mix plant and transporting and
spreading the same by paver finisher and consoli-
dation with vibratory roller with necessary
equipments oil, kerosene,fire wood labour charges
etc comp.with contractor's own machineries and
equipment tools etc. complete in accordance with
the requirement.
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
6 Providing & laying 25mm thick compacted Semi 942.00 MT 4793.00
Dense Bituminous concrete (SDBC) using crushed
stone aggregate as per MORT & H gradation and
bitumen VG-30 at the rate of 5.00% ( i.e. 50 Kg/MT)
by weight of total mix using hot mix hot laid process
including heating the asphalt and aggregate by
continuous batching mixing by drum mix plant and
transporting the mix and spreading the same by
paver finisher & consolidation with power road roller
including providing & laying uniform tack coat
including the cost and using all necessary
equipments tools, plants, including cost of all
materials firewood, oil, lubricants, labour charges
7 Providing and laying asphalt painting on B.T. surface 16370.00 Sqmt 46.77
with bitumen VG-30 at rate 5.00 Kg / 10.00 Sq.mt.
of bitumen including spreading stone dust for
painting surface at rate of 0.03 cu.mt. / 10 sq.mt.
8 Providing and fixing ordinary Kilometer stone of 8.00 Nos. 1293.39
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.)
9 Providing and fixing Hectometer stone as per I.R.C. 19.00 Nos. 356.50
type design including lettering and painting etc.
complete. (ii) Fixing in C.C. 1:5:10
10 MMGSY Logo Board:- Providing and fixing MMGSY 2.00 Nos. 5050.00
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 45 x 60 cms
for each leg, including excavation curing etc.
complete under the supervision of Engineer-In-
Charge (A)Engineer grade.
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
11 Village name/ Bump Ahed sign :-Providing and fixing 10.00 Nos. 5045.36
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
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)
12 Direction sign (Junction board):-Providing and fixing 10.00 Nos. 14831.71
sing boards made out of 2mm aluminium sheet; size
120 x 90 cms. 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 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.
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
13 Informatory Signs :-Providing and fixing sing boards 2.00 Nos. 3856.90
made out of 2mm aluminium sheet; size 80 x 60cms.
rectangle as per the design of IRC-67-1977 pre
treatedwith 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
14 Road marking with hot applied thermoplastic paints 982.00 Sqmt 367.72
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
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.
15 Supplying and fixing cat eye (Stimsonite) made out 720.00 Nos. 375.72
from Acrilo beautile sterine injuction high
compressed molding with reflector made of MMC
(prismatic type of size 12cm x 6cm x 2.5cm)
provided with bituminousadhesive 100g. with each
unit for fixing. (High Intensity grade)
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
16 Hazard Marker Sign :-Providing and fixing sing 8.00 Nos. 2423.74
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 60cms. for each leg.
including excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer
17 Chevron sign :-Providing and fixing sign boards made 34.00 Nos. 3711.75
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 x 75 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
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
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
18 Cautionary Warning Sign :-Providing and fixing sing 20.00 Nos. 3808.66
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 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) Engineering
19 Type - A, "W" : Metal Beam Crash Barrier (Providing 30.00 Rmt 3434.00
and erecting a "W" metal 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 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 complete as per clause 811)
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
20 Regulatory/Mandatory signs :Providing and fixing 6.00 Nos. 3439.81
sing boards made out of 2mm aluminium sheet; size
60cms. 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 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.(A) Engineer Grade(VR)....
21 STOP SIGN:-Providing and fixing sing boards made 3.00 Nos. 4676.06
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) Engineer Grade(VR).
22 Supplying and fixing reinforced concrete heavy duty 60.00 Rmt 1968.38
nonpressure 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) 600mm dia.
I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in
figures and words) of the estimated rate mentioned above Amount of my / our tender works out as under.
*Estimated amount put to tender *Estimated amount put to tender
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
Deduct ……. % below Rs…………………… Add ………........% Above
*( please strike out whichever is not applicable)
1 The Contractor shall exhibition board with detailed specification and details of works directed
by the Engineer – In – Charge for which no extra payment shall bemade.
2 The labourcess 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 the reisa 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.
Executive Engineer
Signature of the contractor Panchayat (R & B) Division
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
SBD_Valod 2 road Pack_07 Resurfacing.pdf
BOQ_ Valod 2 road Pack_07 Resurfacing.pdf
Specification.pdf
1. Clauses-Terms and Conditions of Contract.pdf
2. ESMP Table and Protection Clause.pdf
3. SOM and Monitoring Formats (Uploading attachment).pdf
4.Clouse 24(iv) 34 and 52.pdf
5. GRs - SBD with Index.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .