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Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
18 Aug 2026, 6:00 pmClosed
Executive Engineer, Panchayat (R&B) Division, Tapi
MMGSY 2025-26 Earthen to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Dolvan Taluka Package No.31 Total 2 road 2.300 km. (1) Panchol Village main road to Dungari faliya toward road Sec-I 0/0 to 1/200, Sec-II 0/0 to 0/300 Ta.Dolvan (2) Pipalvada village mandir faliya main road to Nagjar faliya main road joining road Sec-I 0/0 to 0/300, Sec-II 0/0 to 0/500 Ta.Dolvan.
329716
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
₹1.4 L
31 Jul 2026
31 Jul 2026
31 Jul 2026
18 Aug 2026
31 Jul 2026
Name of Work:- MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Dolvan
Taluka Package No. 31 Total 2 road 2.300 km. [1] Const.of Panchol Village main road to Dungari faliya toward road Sec-
I 0/0 to 1/200, Sec-II 0/0 to 0/300 Ta.Dolvan Dist.Tapi.[2]Const.of Pipalvada village mandir faliya main road to Nagjar
faliya main road joining road Sec-I 0/0 to 0/300, Sec-II 0/0 to 0/500 Ta.Dolvan Dist.Tapi.
: : 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 1.38 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 1733.40 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 2282.30 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 366.00 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 Consructing of granular sub-base Gr-II by providing 874.00 Cum. 724.08
course graded B.T. machine crushed material
satisfying MOST specification of grading II 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.
6 Providing and laying of Wet Mix Macadam base 1342.00 Cum. 884.69
course as per MORTH specification using machine
crushed B.T. chips as per required gradation, mixing
with required optimum quantity of water, conveying
the mix to site of work, spreading in to grade and
camber with paver/mechanical means and
consolidation each layer with vibratory roller to
aschieve the desired density including cost of
material labour plant and equipment etc. complete.
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
7 Providing and applying primer coat with Bitumen 8240.00 Sqmt 59.56
emulsion (SS-I) on prepared surface of granular
base including cleaning of road surface and spraying
primer at the rate of 7.50 kg/ 10sqmt using
mechanical means as per Technical Specification
Clause 502. (Hincol made only ) (ii) Medium porosity
8 Providing & laying bituminious base course 37.50 618.00 MT 2836.75
mm thick compacted in Single layer asphalt VG-30
grade at 1.99 % by weight of mix for mixing and
2.50 kg/10 smt VG-30 grade Asphalt for tack coat &
using B.T. chips of required gradation including
cleaning and heating asphalt, premix material by
drum mix process in proper gradation and laying with
paver finisher including rolling and consolidation with
8-10 tonne vibratory roller and providing all material
equipment, tools, and plants, fire wood, oil, kerosene
labour charges etc. complete using contractor's own
machinaries, drum mix plant and paver finisher etc.
9 Providing, laying 25mm thick compacted bituminous 434.00 MT 3994.85
carpet considering 0.66 cmt./10Smt. Stone chips for
one M.ton as per specification, using the asphalt at
rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total
mix)(VG-30) and asphalt for tack coat at rate 2.5 Kg/
10sq.mt VG-30. 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
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
10 Providing and laying seal coat with B.T. 224.00 MT 4436.87
aggregate as specified using aggregate at the rate of
0.18 Cu.mt./10 Sq. mt. and bitumen grade VG-30 for
mixing with aggregate at the rate of 4.50 % i.e.
Kg. / M.T including heating & mixing in hot / drum
mix plant & transporting & sreading the same by
paver finisher & consolidation with vibratory roller
incl. necessary firewoood, oil, lubricants, labour
charges etc. using contractor's own drum mix plant,
machineries & equipment, tools etc. complete in
accordance with the requirement of specification.
11 Providing and laying asphalt painting on B.T. surface 8240.00 Sqmt 46.05
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.
12 Providing and fixing ordinary Kilometer stone of 5.00 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
13 Providing and fixing Hectometer stone as per I.R.C. 10.00 Nos. 356.50
type design including lettering and painting etc.
complete. (ii) Fixing in C.C. 1:5:10
14 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,
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
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
15 Village name/ Bump Ahed sign :-Providing and fixing 6.00 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 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 Direction sign (Junction board):-Providing and fixing 6.00 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
17 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
18 Road marking with hot applied thermoplastic paints 508.00 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
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 Supplying and fixing cat eye (Stimsonite) made out 321.00 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
20 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)
21 Chevron sign :-Providing and fixing sign boards 28.00 Nos. 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 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
22 Cautionary Warning Sign :-Providing and fixing sing 14.00 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
x 45 x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of
engineer in charge.(B) Engineering Grade.
23 Regulatory/Mandatory signs :Providing and fixing 2.00 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)...
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
24 STOP SIGN:-Providing and fixing sing boards made 1.00 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)
25 Supplying and fixing reinforced concrete heavy duty 37.50 rmt 1968.38
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) 600mm dia. (more than 10 ton)
26 Excavation for foundation up to 1.5m depth including 227.00 Cum. 254.36
sorting out and stacking of useful material and
disposing off the excavated stuff as directed by
Engineer in charge with all lead and lift in (2) Dense
27 Providing & filling in foundation with ordinary cement 29.00 Cum. 3326.71
concrete M 100 mix and providing necessary vertical
pin headers including formwork vibrating ramming &
curing complete.
28 Providing & casting in situ ordinary cement concrete 261.00 Cum. 3904.76
M-150 mix and providing necessary pin headers
including shuttering, scaffolding, laying, vibrating,
curing and finishing complete without V-Groves.(A)
Height from 0.0 M. to 5.0 M.
29 Providing and laying in position FE 500/500D TMT 1.61 MT 73858.69
bar reinforcement including cutting, bending, hooking
and tying complete as per detailed drawings for the
following.(A) Piers (B) Abutments (C) R.C.C. Returns
30 Providing and Laying weep hole in abutment and 229.00 Nos. 87.07
return by using A.C. pipes of 100 mm diameter with
laying in proper grade and jointing complete etc.as
per detailed specification.
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
31 Providing and filter media 600mm thick as directed at 241.00 Sqmt 1279.96
the back of abutment returns & wingwall as per
detailed specification.
32 Dismentaling the existing structure including 22.50 Cum. 932.65
removing and stacking the dismentelled materials as
and where directed. (B) R.C.C Work
33 Excavation for foundation in hard murrum and 241.00 Cum. 613.08
boulders and very stiff or sticky, clays and other
similar strata including shoring and strutting and
dewatering as necessary and disposing of the
excavated stuff as directed .
34 Providing and filling sand below RCC raft in layers 250.70 Cum. 552.22
including ramming and dewatering etc complete.
35 Providing and casting in situ Ordinary cement 37.60 Cum. 3780.29
concrete M-150 for R.C.C. Raft and cut-off walls
including necessary shuttering laying, vibrating,
ramming and curing complete. (more than 10 ton)
36 Providing and Casting in situ controlled Cement 147.40 Cum. 4600.64
Concrete M-200 for R.C.C. Raft and cutt-off walls
including necessary shuttering laying, vibrating,
ramming and curing complete. (more than 10 ton)
37 Providing and casting in situ controlled cement 51.30 Cum. 5439.82
concrete M-250 for R.C.C. solid slab including
centering, scaffolding, curing and finishing complete.
(more than 10 ton)
38 Providing and casting in situ controlled cement 26.20 Cum. 4956.84
concrete M-250 for Kerb/ kerb blocks including
formwork curing and finishing, complete (more than
39 Providing and casting in situ controlled cement 15.40 Cum. 5703.76
concrete M-40 for average 100 mm thick wearing
coat laid as directed dincluding tamping, vibrating,
finishing, curing and fillingin joints with bitumen
complete (more than 10 ton)
40 Providing and casting in situ ordinary cement 139.30 Cum. 4274.80
concrete M. 200 mix and providing necessary pin
headers including shuttring scaffolding laying
vibrating curing and finishing complete. Without V-
Grooves. (A) Height from 0.0 M to 5.0. M
41 Providing and fixing in position IS mark steel bar 18.93 MT 73243.02
reinforcement of bar grade FE-500/500D including
cutting, bending, hooking and tying complete as per
detailed drawing for raft slab, pier, solid slab, kerb
block, wearing coat etc.
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
42 Provding P.V.C. 100 mm diameter water spouts 16.00 Nos. 159.37
including necessary iron gratings as per drawings.
(more than 10 ton)
43 Providing and fixing Guard stone as per I.R.C. type 28.00 Nos. 350.80
design including white washing etc. complete (II)
Fixing in C.C. 1:5:10
44 Wall painting (two coats) with plastic emulsion paint 88.40 Sqmt 81.38
of approved brand and manufacture on undecorated
wall surface to give an even shade including
throughly brushing the surface free from mortar
droppings and other foreign matter and sand
papered smooth.
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
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
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details.html
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SBD_Dolvan 2 road Pack_31.pdf
BOQ_ Dolvan 2 road Pack_31.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.Special Condition-B For Roads (Earthen to BT).pdf
5.Clouse 24(iv) 34 and 52.pdf
6. GRs - SBD with Index.pdf
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