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Tender Value
₹1.4 Cr
EMD Value
₹1.4 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 MMGSY 2026-27 Package No-01 (Total-02 Road 3.40 KM Length) District-Narmada
334349
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
₹1.4 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:-01 (Total-02 Road 3.400 Km Length ) District: Narmada
BILL OF QUANTITIES
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item of work Unit According to
In Figure Estimated 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
[1] 1.70 cut earlier &disposal of unservicable material and 28455.09 Hec
stacking of serviceable material, Clause-2 C1.1 (area
of light Density) By mechanical means in area of light
Scarifying gravelled macadam or bitumen macadam
surface 6 cm to 10 cm.depth including stacking useful
materials on road side and disposing off remaining
Providing and laying compacted WBM of Grading-II
MCBT 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.
Providing and laying Compacted of Hard Murrum in
side shoulder / Raise Up inclu. carraige of material
and spreading on prepared base including
compacting as per MOST Specification etc... complete.
Earthwork in cutting including preparing the slope
and camber andstacking or utilising the cutting stuff
in bank as directed upto 200 Meters from the end of
cutting with all lead and lift.
Rolling of earthwork in layers with power roller
[6] 644.00 including filling in depressions which occur during 23.18 Cum
Earthwork for embankment including breaking
clods, dressing with all lead and lift and including
watering rolling and consolidation of subgrade in
[7] 3956.40 layers at O.M.C. to required dry density including 182.14 Cum
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
[8] 616.00 and heating asphalt premix materials by hot mix 3134.33 MT
process in proper gradation and laying with paver
finisher and consolidation by power roller of 8 to
tonne including cost of all materials . Asphalt
aggregates, labour charges royalty charges etc
complete as directed.
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item of work Unit According to
In Figure Estimated 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
% i.e 33.60 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 /
10 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.
Providing and fixing ordinary kilometer stone of
approved hard stone as per I.R.C type desing in C.C.1
4 8 including painting lettering etc, complete (For
Providing and fixing hectometer as per I.R.C type
[12] 18.00 design including painting, lettering etc. complete. (I) 116.08 Nos
Fixing in earth
Providing and fixing guard stone as per I.R.C type
[13] 36.00 design including white washing etc. complete. (I) 106.71 Nos
Fixing in earth
Providing and fixing Junction board of M.S. plates and
angles as per standard I.R.C. design including fixing
[14] 4.00 in C.C. 1:4:8 with necessary excavation painting 5236.70 Nos
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.
[15] 12.00 complete including fixing in C.C. 1:4:8 with necessary 3072.99 No
excavation etc. complete as per I.R.C. type design.(ii)
Reflective type
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item of work Unit According to
In Figure Estimated 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
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
Type H and complying to Specifications of Category A
of MORTH Circular No RW/NH/33023/10-97 Ð DO
[17] 690.00 III Dt 11.06. 1997. The height, width and length shall 217.40 Nos
not exceed 20 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.
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item of work Unit According to
In Figure Estimated Quantities
Village name/ Bump Ahed sign :-Providing and 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)...
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
[19] 5.00 postand frame fabricated from suitable sizeiron 3808.66 Nos
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
x 45 x 60 Cms. for each leg.including
excavation,curing etc.complete under the supervision
of engineer in charge.(A) Engineer Grade(VR)
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item of work Unit According to
In Figure Estimated Quantities
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
[20] 5.00 fabricated from suitable size iron angle of 35 x 35 x 3439.81 Nos
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)...
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
[21] 5.00 fabricated from suitable size iron angle of 35 x 35 x 4676.06 Nos
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)...
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item of work Unit According to
In Figure Estimated Quantities
"LOGO" Board : Supplying & Fixing logo board of
MMGSY 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 5 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 1701 and
Annexure 1700.1 (10.16)
Demolition including stacking of serviceable
[24] 421.88 materilas and disposal of unserviceable materials 1108.12 Cum
with all lead and lift. (i) R.C.C. work
Providing and filling in foundation with ordinary
Cement concrete M-100 mix and providing necessary
vertical pin headers including formwork, vibrating,
ramming and curing complete.(More than 10 ton)
Providing and laying contolled cement concret M-
200 by trimix method and curing complete including
compacting with surface mechanical vibrator,
[26] 704.00 mechanical floater, chanelling formwork, grooving 5404.86 Cum
including expantion joint and construction joint
including filling asphalt filler joint as per instruction
of Engineer in charge
Providing TMT Bar FE 500D reinforcement for R.C.C.
[27] 14063.00 work including bending, binding and placing in 77.29 Kg
position complete upto floor two level
One Crore forty One Lacs Thirty Thousand Seven Hundered Sixty Eight Rupees and Eighty Two 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 Amount put to tender Estimated Amount put to tender
In Words In Words
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item of work Unit According to
In Figure Estimated Quantities
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
5. design thematerials
Credit of cost of difference of cement
of Diversion consumption
& CD Work amount ofhave been deducted
must rate of original
recovered item at the rate
from Contractor's of input
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 1.pdf
2.SCH-B.pdf
3.Asphalt Consumption.pdf
4.Emulsion Consumption.pdf
5. Cement Consumption.pdf
6.Steel Consumption.pdf
7.Checklist Package No 1.pdf
8.Specification Index.pdf
9.Testing Schedule.pdf
10.Specification Road Pckage 1.pdf
11.All GR and Special Condition_compressed.pdf
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