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Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
31 Aug 2026, 6:10 pm3d left
EXECUTIVE ENGINEER, PANCHAYAT (R&B) DIVISION, NARMADA
Resurfacing and Strengthening of Various Roads of Dediapada under Package No-03 (Total-03 Road 3.700 KM Length) District-Narmada
334351
15 of 2026-27
Open
Civil Works - Roads
Works
Narmada
5 documents required · 5 mandatory
₹3,600
EXECUTIVE ENGINEER PANCHAYAT (R and B) DIVISION, NARMADA
₹1.8 L
12 Aug 2026
12 Aug 2026
12 Aug 2026
31 Aug 2026
12 Aug 2026
Name of Work: Resurfacing and Strengthening of Various Roads of Dediapada under
Package No:-03 (Total-03 Road) District: Narmada
BILL OF QUANTITIES
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
Clearing and Grubbing road land including uprooting rank
vegetation, grass brushes, shrubs, spalling and trees girth
up in 300 mm removal of stumps of trees cut earlier
&disposal of unservicable material and stacking of
serviceable material, Clause-2 C1.1 (area of light Density)
By mechanical means in area of light jungle.
Scarifying gravelled macadam or bitumen macadam
surface 6 cm to 10 cm.depth including stacking useful
materials on road side and disposing off remaining stuff.
[3] 728.60 Providing and laying compacted WBM of Grading-II MCBT 1521.11 Cum
metal of size 45 to 63mm in required layers including
using 16% stone screening, 13.2mm size and 8% stone
dust as filler including spreading watering & consolidation
by vibratory roller etc. comp.
[4] 740.00 Providing and laying Compacted of Hard Murrum in side 1036.91 Cum
shoulder / Raise Up inclu. carraige of material and
spreading on prepared base including compacting as per
MOST Specification etc... complete.
[5] 1194.20 Earthwork in cutting including preparing the slope and 137.33 Cum
camber andstacking or utilising the cutting stuff in bank as
directed upto 200 Meters from the end of cutting with all
Rolling of earthwork in layers with power roller including
filling in depressions which occur during the process.
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 density including filling the depression
which occur during the process using power roller 8T to
10T.(E) From Borrow area within 3.0KM. lead
Providing and laying bituminius spray grout base course
in 37.50 mm thick with bitumen of grade ( VG- 30 ) at the
rate of 1.99 % by weight of mix for mixing & Emuldion
2.50 Kg/10 Sqm for tack coat and using B.T chips of
required gradation including cleaning and heating asphalt
premix materials by hot mix process in proper gradation
and laying with paver finisher and consolidation by power
roller of 8 to 10 tonne including cost of all materials .
Asphalt aggregates, labour charges royalty charges etc
complete as directed.
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
Providing laying & rolling 25m m thick open graded
premixed bitumineous carpet with B.T. aggregate as
specified and using bitumen grade (VG-30) for tack coat
at the rate of 2.50 kg./10 Sq.M. and using bitumen for
mixing with agreegate at the rate of 3.36 % i.e
kg/M.T. of total mix including heating &mixing in drum
mix plant &spreading the same with paver finisher and
consolidation with power roller inclu.necessary fire wood,
oil, lubricants, labour charges etcusing contractor's own
drum mix plant and equipment, tool etc. compl. in
accordance with the require-ment of specification.
Providing and laying sealcoat with B.T. agreegate as
specified using agreegate at the rate of 0.18 Cu.mt /
Sq.M. and bitumen grade (VG 30) for mixing with
agreegate at the rate of 4.50 % i.e 45 Kg/M.T. of total
weight of mix .Hot mix laying process is including heating
the asphalt aggregate continous batching, transporting the
mix and spreading the same by paver roller including
necessary firewood, oil, lubricants, labour charges higher
charges of machinery etc.complete. Mix zycotherm in hot
asphalt binder in bitumen storage tank as per guideline of
the manufacturer.
[11] 8.00 Providing and fixing ordinary kilometer stone of approved 853.31 Nos
hard stone as per I.R.C type desing in C.C.1 4 8 including
painting lettering etc, complete (For VR.)
[12] 19.00 Providing and fixing hectometer as per I.R.C type design 116.08 Nos
including painting, lettering etc. complete. (I) Fixing in
Providing and fixing guard stone as per I.R.C type design
including white washing etc. complete. (I) Fixing in earth
Providing and fixing Junction board of M.S. plates and
angles as per standard I.R.C. design including fixing in C.C.
1:4:8 with necessary excavation painting figuring and
lettering on board etc. complete as per detailed drawing
Supplying and fixing road sign board of M.S. plates and
angle iron including painting, lettering etc. complete
including fixing in C.C. 1:4:8 with necessary excavation etc.
complete as per I.R.C. type design.(ii) Reflective type
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
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 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.
Cat Eye / Road Stud / RPM: Supplying Raised Pavement
Markers made of polycarbonate and ABS moulded body
and reflective panels with Micro prismatic lens (No Glass
bead 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 Ð DO III Dt 11.06.
1997. The height, width and length shall not exceed
mm, 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 body of the marker should
having finger grip for easy and accurate placement and
application with epoxy / bituminous Adhesive as
recommended 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.
[18] 4.00 Village name/ Bump Ahed sign :-Providing and fixing sing 5045.36 Nos
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
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
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 High Intensity Prismatic Grade retro
refiectivesheeting of Type-4 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.3mtr 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 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
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. (B)
Class-B Type-4 Retro Reflective sheeting
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 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 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
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
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 High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr
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
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. (B)
Class-B Type-4 Retro Reflective sheeting
Regulatory/Mandatory signs :Providing and fixing 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
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
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 High Intensity Prismatic Grade retro
refiectivesheeting of Type-4 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.6mtr 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 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. (B)
Class-B Type-4 Retro Reflective sheeting.
STOP SIGN:-Providing and fixing sing boards 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) Engineer Grade(VR)...
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
STOP Sign :-Providing and fixing sign boards made out of
2mm aluminium sheet / 4mm ACP (Aluminum composite
Panel); size 90 cms. Octagonal 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;
3.6mtr 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
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. (B)
Class-B Type-4 Retro Reflective sheeting.
[26] 3.00 "LOGO" Board : Supplying & Fixing logo board of MMGSY 4200.59 Nos
Diamond size (600 mm x 600 mm) 16 gauge & board plate
size (900 mm x 250 mm) 16 gauge thick M.S Plate and
2.40 Mt Deep length single angle 75 x 75 x 6 mm size
including fitting and painting lettering with luminous
color as per drawing.
Citizen' s information Board- Providing and fixing of
typical MMGSY information board as per instruction. Two
MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed
at top & bottom duly welded with MS angles of 25 x 25 x
mm thick M.S plate shall be welded by two vertical M.S
flats & four horizontal M.S flates 5 mm thick to 75 mm x
75 mm of 12 SWG square tubes posts duly embedded in
cement concrete M-15 grade blocks of 600mm x 600mm x
75mm, below ground level. Painting New letters & figure
of any shade with ready mixed synthetic enample paint of
superior quality in required shade and colour, All sections
of framed posts and steel tube will be painted with primer
and two coats of epoxy paints as per drawing Clause
and Annexure 1700.1 (10.16)
[28] 100.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and 3299.67 Rmt
erecting a "W" metal beam crash barrier comprising of
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
estimated Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
[29] 896.00 Excavation for foundation upto 1.5 m depth including 259.93 Cum
sorting out and stacking of useful materials and disposing
off the excavated stuff upto 50 Meter lead.(B) Dense or
[30] 180.00 Providing and filling in foundation with ordinary Cement 3211.27 Cum
concrete M-100 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and
curing complete.(More than 10 ton)
Providing and casting in situ ordinary cement concrete
M-150 mix and providing necessary pin headers including
shuttering, scaffolding, laying, vibrating, curing and
finishing complete without V-Groves.(A) Height from
M. to 5.0 M.(More Than 10 Ton)
[32] 3152.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work 77.29 Kg
including bending, binding and placing in position
complete upto floor two level
[33] 293.00 Providing and laying weep hole in Aburtments, and 88.76 Nos
returns by using A.C. pipe of 100mm including laying in
proper grede and jointing the completed as per detailed
[34] 1100.00 Providing and filling sand in between the top and bottom 478.82 Cum
plugs with good sand in layers including compacting as
[35] 15.00 Supplying and fixing reinforced concrete heavy duty non- 4710.56 Rmt
pressure pipes with collars for culverts including setting
and joining the pipes in C.M. 1:2 watering and laying (To
level of slops of I.S. 458 / 1971 Class NP4 of following
internal diameter. (iv) 900 mm dia.
[36] 51.00 White washing with lime on wall surface (two coats) to 12.70 Sqm
give an even shade including thoroughly booming the
surface to remove all dirt, dust; mortar drops and other
foreign matter.
[37] 1.00 Proivding temporay all weather and Fair weather 2020.00 Lump
diversion suitable for traffer is during the construction
period of the Bridge including providing necessary drains
and all safety measures including red / signals at night for
traffic etc. complete.
One Crore Seventy Eight Lacs Eleven Thousand Four Hundered Five Rupees and Sixty One Paisa
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 Estimated Rates Total Amount
estimated Estimated Rates Total Amount
but may be Item of work Unit According to Estimated
more or In Figure Quantities
Estimated Amount put to tender Estimated Amount put to tender
In Words In Words
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.
2. The labour cess 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 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
5. Credit of materials of Diversion & CD Work amount of Rs. …........................ must be recovered from Contractor's ............ R.A Bill.
Dated Signature Deputy Executive Engineer Executive Engineer
the Contractor. R & B (P) Sub Division R & B (P) Division
Dediapada Narmada
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details.html
RAW_HTML
1.SBD Package No 3.pdf
2.SCH-B.pdf
3.Specification Index.pdf
4.Asphalt Consumption.pdf
5.Emulsion Consumption.pdf
6.Cement Consumption.pdf
7.Steel Consumption.pdf
8.Testing Schedule.pdf
9.Checklist Package No 3.pdf
10.Specification Road Package 3.pdf
11.All GR and Special Condition_compressed.pdf
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