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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
2 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EXECUTIVE ENGINEER R AND B DIVISION BOTAD
Resurfacing Of Ishwariya Approach Road (MDR) Km 00/00 To 4/400 Di.Botad
356952
IFB 11 OF 2026-27
Open
Civil Works - Roads
Works
Botad
9 documents required · 9 mandatory
₹3,600
EXECUTIVE ENGINEER R AND B DIVISION BOTAD
₹1.7 L
19 Oct 2026
19 Oct 2026
19 Oct 2026
2 Nov 2026
19 Oct 2026
Name Of Work : Resurfacing of Ishvariya Approach Road (MDR) Km. 0+000 to
Km. 4+400, Dist.Botad.
Bill Of Quantity
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
estimated In figure according to
but may be estimated
more or less quantities.
1 Clearing and grubbing road land including uprooting 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(A) By Mechanical means in 1.32 Ha. 28455.09
area of light jungle
2 Providing & laying of 50.00 mm thick compacted B.M. in one layer with tack coat
at the rate of 2.50 Kg./ 10 Sqm. Using crushed stone aggregate as per gradation
and VG-30 Grade bituman at the rate of 3.40 by weight of total mix of binder using
drum Mix Plant & laid by paver finisher incl. consolidation with Vibratory Road 1650.00 M.T 4055.15
Roller incl. all necesary equipment, tool, plant, fire wood, oil, kerosine, labour
charges etc, comp, using contractor own machinaries.
3 Providing & laying 25 mm thick Semi Dense Bitumeneous Carpet with B.T.
aggregates as per MORTH specification & VG-30 Grade asphalt for mixing at a
rate of 50 Kg / M.T i.e. 5.0 % of total weight of mix, and incorporating shredded
plastic waste at 6% of the bitumen content as per IRC SP 98-2013. including
heating the aggregates & asphalt in contineous Drum mix plant & spreading the 863.00 M.T 5125.75
same by sensor paver finisher & consolidation with vibratory road roller incl,
providing all material equipment tools & plants fire wood, kerosine labour
charges etc, comp. using contractor's own machinaries, etc, comp. (RA)
4 Providing and laying Compacted Hard Murrum in side shoulder including
carraige of material and spreading on prepared base including compacting as per 560.00 Cum. 418.14
MOST Specification etc... complete.
5 Box cutting the road surface to proper slope and camber for making a base for
road work including removing the excavated stuff and depositing on the road side 1260.00 Cum 109.41
slope as directed upto 50Mt.lead.
6 Constuction of Sub Granular Sub base(Grade-iii) 200 mm Thick by providing close
graded materials, Mixing in mechanical mix plant at OMC, Carriage of mixed
material to work site, Spreading in uniform layers with motor grader on prepared 420.00 Cum 1105.95
surface and compacting with vibratory power roller to achieve the desired
density, complete as per clause -
7 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete
Sub- base over a prepared sub-grade with coarse and fine aggregate conforming
to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement
ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-
1, cement content not to be less than 150 kg/ cum, optimum moisture content to 280.00 Cum 2156.07
be determined during trial length construction, concrete strength not to be less
than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a
paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,
finishing and curing.)
8 Construction of un-reinforced, dowel jointed, plain cement concrete pavement
over a prepared sub base with concrete grade M -30, coarse and fine aggregate
conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,
mixed in a batching and mixing plant as per approved mix design, transported to
site, laid with a fixed form or slip form paver, spread, compacted and finished in a
continuous operation including provision of contraction, expansion, construction 560.00 Cum 6463.78
and longitudinal joints, joint filler, separation membrane, sealant primer, joint
sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing
compound, finishing to lines and grades as per drawing
Name Of Work : Resurfacing of Ishvariya Approach Road (MDR) Km. 0+000 to
Km. 4+400, Dist.Botad.
Bill Of Quantity
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
estimated In figure according to
but may be estimated
more or less quantities.
9 Road marking with hot applied thermoplastic paintswith reflectorising glass
beads on bitumen surface providing and laying a hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm
area, thickness of 2.5 mm is excluding of surface applied glass beds as per IRC
: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
colour marking should provide liminance coefficient on cemend road shall be min 1344.00 Sqm. 367.72
130 mcd/m2/lux and asphalt road shall be min 100 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 the section 15 of IRC 35-2015 Warranty for the Retro reflectivity
should be two years
10 Cats eye/Road stud/RPM : supplying Raised pavement marker made of
polycarbonate and ABS moulded body and reflective panels with micro prisamatic
lens (No glass ebnd 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 20 mm , 130 mm and 130 mm and with minimum 521.00 Nos. 326.23
reflective area of 13 sqcm on each side and the slope to the base shall be 35 +/-
degree. The body of the marker should having finger grip for easy and acurate
placement and application with epoxy/bituminous adhesive as recomonation by
the manufacturer of the marker. The color of the marker should be as per the IRC
35-2015 and as directed by Engineer in charge.
11 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 including
necessary reinforcement as per I.R.C. type design fixing in C.C. 1:4:8 including 5.00 Nos. 1293.38
painting and lettering etc. complete for S.H.
12 Providing and fixing hectometer as per I.R.C. type design including painting
lettering etc. complete fixing in C.C. 1:5:10.
13 Providing and fixing indicator stone of approved stone as per I.R.C. type design in
C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10
14 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle
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 Micro Prismatic Grade retro refiectivesheeting of Type-
11 as per ASTM D- 4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post
of 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 foreach board shall be as per
theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof 4.00 Nos. 4618.73
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 10 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-C Type-11 Retro Reflective sheeting
Name Of Work : Resurfacing of Ishvariya Approach Road (MDR) Km. 0+000 to
Km. 4+400, Dist.Botad.
Bill Of Quantity
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
estimated In figure according to
but may be estimated
more or less quantities.
15 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms.
equilateral triangle 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 Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of 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 foreach board shall be as per theinstruction of engineer in 4.00 Nos. 5077.27
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 10 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-C Type-11 Retro Reflective sheeting
16 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium
sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame fabricated from suitable size iron
angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and
white bends. the details of symbol or inscription / numerals for each board shall 12.00 Nos. 4681.35
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 10 years
for the Retro reflective sheeting from originaa 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-C Type-11 Retro Reflective
17 Village Name Sign :-Providing and fixing sign boards made out of 2mm aluminium
sheet / 4mm ACP (Aluminum composite Panel); size 90x60 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as
per ASTM D- 4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of 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 or inscription/letters / numerals for each 4.00 Nos. 6313.51
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
10 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-C Type-11 Retro
Reflective sheeting
Name Of Work : Resurfacing of Ishvariya Approach Road (MDR) Km. 0+000 to
Km. 4+400, Dist.Botad.
Bill Of Quantity
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
estimated In figure according to
but may be estimated
more or less quantities.
18 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm
aluminium sheet / 3mm 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 Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D- 4956 and latest M.O.S.T.Specifications; 1.8mtr long stand
post of 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 foreach board shall be as 10.00 Nos. 3666.30
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 warranty for 10 years
for the Retro reflective sheeting from original manufacturer & a certified copy of
year outdoor exposure test report from third party test lab for the product offered
shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting
19 Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm
aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 60x45 cm
rectangular plus 30x25cm additional plate 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 Micro
Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.6 mtr long stand post of 75 x 75 x 6mm / 65NB
Circular MS Pipe as required and frame fabricated from suitable size iron angle of
35x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. 3.00 Nos. 5108.58
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 10 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-C Type-11 Retro Reflective sheeting
20 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 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 Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand
post of 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 foreach board shall be as 2.00 Nos. 5906.48
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 warranty for 10 years
for the Retro reflective sheeting from original manufacturer & a certified copy of
year outdoor exposure test report from third party test lab for the product offered
shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting
Name Of Work : Resurfacing of Ishvariya Approach Road (MDR) Km. 0+000 to
Km. 4+400, Dist.Botad.
Bill Of Quantity
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
Sr.no. Description of item Quantities Unit Estimated rates. Total amount
estimated In figure according to
but may be estimated
more or less quantities.
21 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 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 Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2
Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with
bestquality epoxy coatings in black and white bends. The details of symbol 2.00 Nos. 26572.09
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
warranty for 10 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-C Type-11
Retro Reflective sheeting
I/We am/are willing to carry out 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 Add………% Above
In words In words
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.
The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
GST and Income tax TDS will be deducted at a source while making payments of bills
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.
All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.
All the columns in the Schedule be filled in ink and the total of the entries in the last column should be struck by the contractor under his
Rates quoted 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.
The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-1978
and G.R. No. TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contactor
In R.C.C. item where there is change of grade mix orchange as per actual mix design the difference of of cement consumption shall be added /
deducted from rate of original item at the rate of star rate mentioned in the tender.
For earthquake resistance provision the works shall be carried cut as per the intruction of Engineer in charge.
The other conditions of Schedule "B" will remain unchanged.
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Contractor shall even 'NIL' percentage. If deduction is offered.
Deputy Executive Engineer Executive Engineer
( R & B) Sub Division (R & B) Division
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details.html
RAW_HTML
SBDBOOK.pdf
SCHEDUL B.pdf
TESTING SCHEDUL.pdf
ITEM SPECIFICATION.pdf
1 SBD GR.pdf
PERFORMENCE BOND GR 04-05-2026.pdf
NIT.pdf
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